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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 Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
http://www.floridabui]ding.org/pr/pr_app_dtl.aspz?parmn=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsY1Xv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
Florida Building. Code Online
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 6'-8" Opaque I/S Single Door
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.
22378.3 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: +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 pd
Quality Assurance Contract Expiration Date
12/31/2020
Installation Instructions
FL22378 R6 II FL0170.12df
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
FL22378 R6 AE 514010A.odf
Created by Independent Third Party: Yes
6'-8" Opaque O/S Single Door
Certification Agency Certificate
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 514014A.pdf
Created by Independent Third Party: Yes
6'-8" Opaque I/S Single or Double Door w/ or w/o Sidelites
Certification Agency Certificate
FL22378 R6 C CAC NI007077.07-R2.Rdf
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.12df
FL22378 R6 AE 514012A.odf
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-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 514008A.Ddf
FL22378 R6 AE 514012A.odf
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
http://www.floridabuilding.org/pr/pr_app dti.aspx?paratn=wGEVXQwtDgs3M6yn9%2fK8XPIOX7v28WDoOMX5tni9306VsYIXv4vXZY6A%3d%.'d[2/12/20195:15:24PM1
Florida Building Code Online
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CACNIO07077 nd-R3
Approved for use outside HVHZ: Yes
12d
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +55/-55
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL 0172 odf
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. 9'-0" x 6'-8" max nominal size. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for
FL22378 R6 A 14008A odf
anchor details and water performance where required.
FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes
22378.6 Stormguard Fiberglass Side -Hinged
6'-8" Impact Glazed I/S Double Door w/ or w/o Sidelites
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CAC NI007077 nq-R3
Approved for use outside HVHZ: Yes
QSf
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
Design Pressure:
12/31/2020
+50/-55
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL 0172 ILdf
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. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for
FL22378 R6 AE 514008A.pdf
anchor details and water performance where required.
FL22378 R6 AE 514012A pdf
Created by Independent Third Party: Yes
22378.7 Stormguard Fiberglass Side -Hinged
6'-8" Impact Glazed O/S Double Door w/ or w/o Sidelites
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
EL22378 R6 C CACNI007077 0 -R3
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
�pu,.ar
Impact Resistant: Yes
12/31/2020
Design Pressure: +55/ 55
Installation Instructions
. * `
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL 0172.I2df
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. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for
FL22378 R6 AE 514008A.)Zdf
anchor details and water performance where required.
FL22378 R6 AE 514012A4df
Created by Independent Third Party: Yes
22378.8 Stormguard Fiberglass Side -Hinged
8'-0" Opaque I/S Single Door
Door Unit
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CAC NI007077.08 pd
1
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +60/-65
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL0171.12df
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. 3'-0" x 8'-0" max nominal size. Hurricane
Evaluation Reports
}
protective system is NOT required. See DWG-MA-FLO171 for
FL22378 R6 AE 514009A.pdf
anchor details and water performance where required.
FL22378 R6 AE 514013A.Ddf
Created by Independent Third Party: Yes
22378.9 Stormguard Fiberglass Side -Hinged
8'-0" Opaque O/S Single Door
Door Unit
y1
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL22378 R6 C CAC NI007077.08 oddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2020
Design Pressure: +60/ 60
Installation Instructions
Other: Evaluated for use in locations adhering to the Florida
FL22378 R6 II FL0171.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. Hurricane
Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for
FL22378 R6 AE 514009A.12df
anchor details and water performance where required.
FL22378 R6 AE 514013A.Ddf
Created by Independent Third Party: Yes
f 4 E rz 0^"
22378.10 Stormguard Fiberglass Side -Hinged
8'-0" Opaque I/S Single or Double Door w/ or w/o Sidelites
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L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #: 514008A
434-688-0ii09 Date: 10/10/2017
rljoinas-¢�IrlOmaspe. com
Test Report: N/A
Product: Double Door with and without sidelites 12'x6'8" (wood frame)
Scone:
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:
a. With threads present in shear plane
Fastener type: #10 wood screw (NOS 2012, NOS 2015, 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: F,„ = 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: tm = 1.500 in
Side member dowel bearing strength: Fes. = 4,650 psi Main member dowel bearing strength: Fir, = 3,350 psi
Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in
Mode I,
Mode I,
Mode II
Mode III,,
Mode III,
Mode IV
qm=
636.5lbs/in
qs=
884lbs/in
A: 00007
A:
000096
A:
0,00107
A:
0.00135
P =
725.61 Ibs
P =
884 Ibs
R: 1.07
8:
0,57
8:
0.5
8:
0.000
Ko =
2,400
Ko =
2.400
C:-427,674
C:
-253.623
C:
-267.699
C:
-93.6
Z„=
302 Ibs
Z.=
368 lips
P = 331 Ibs
Ms =
46.8 in-Ibs
Mm =
46.8 in-Ibs
Ko = 2,400
P =
297 Ibs
P =
319 Ibs
P =
263 Ibs
Min. Design value:
Z=
110 Ibs
Z= 138 lips
Ko =
2.400
Ka =
2.400
Ko =
2 400
Duration Factor:
Co =
1.6
Z=
124 Ibs
Z=
133 Ibs
Z=
110 Ibs
Fastener type: 1/4 ITW Topton
N.O.A. 16-1222.06
Substrate: Hollow block
Minimum embedment: 1,25 in
Actual edge distance: 2.50 in
Actual C To C spacing: 3,00 in
Allowable Design Value: Z..= 155 Ibs/anchor (per
Tabulated values
edge
distance
spocirg (in)
2.00
4.00
2.00
130
161
4.00
163
202
when needed)
Substrate: 18 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (ZFs): Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/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
it---�
Al Al
�Az 79.25
Al Al
G �
72.75
37.50 36.38 36.38 37.50
Al
A4
A4
Al
A2Y
Y
Y
YA2
Al
A4
A4
Al
147.75
1 of 4
79.25
Zone
Area
2
(ft)
Load
(Ibs)
Ind
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
A,
2.3
138
N/A
N/A
155
1
138
OK
AZ
7.7
463
6.00
21.00
155
5
93
OK
A3
7.7
463
N/A
N/A
155
1 3
154
OK
Design pressure: 60.0 psf
Zone
Area
z
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q
Load
(Ibs)
A,
2.4
146
N/A
N/A
155
1
146
OK
A2
7.9
473
6,00
21.00
155
5
95
OK
A,
7.8
468
N/A
N/A
155
4
117
OK
AQ
2.3
1 138
N/A
N/A
155
1
138
OK
A5
7.7
463
N/A
N/A
155
3
1 154
1 OK
\�� 5 RL 0
IV
_*• 951 •,t_
�7D TATV07
•
ONAL`ti�����
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville. NC 27023
Manufacturer: Masonite
Report # 514008A
434-688-0609
Date: 10/10/2017
rl;oinas,�lrlomasoe con^
Anchor Locations:
Double door
79.25
6.00 TYP.
36.38
6.00 TYR
36.38
18.19 TYR -�
ti
3.00 TYP.',---,
1
i
I
6.00
18"
MAX
O.C.
i
6.00
Luis R. Lomas P.E.
FL No.: 62514
2 of 4 10/10/2017
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville. NC 27023 Report #514008A
434-668-0609
012masna Irlarasoe cons
Date: 10/10/2017
Double door with sidelites
37.50 - ------- 36.38 -
-- 36,38 37.50 -------
18.75 TYP.
6.00 TYP. - 6.00 TYP. 18.1 9 TYP.
3.00 TYP. w.
I,
6.00
16"
MAX
O.C.
I
79.25
6.00
1T
\5� R •' jL 0 /��ii
•:
0 F
0/0NAt`E?G`�`
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
434-688-0609
Manufacturer: Masonite
Report* 514008A
Date: 10/1012017
rliomas�Irlomaspe com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1/2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 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=2,000PS1 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.
T 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.
of 4
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Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
L. Roberto Lomas P. E.
1432 W00090fd Rd,
Lewisville. NC 27023
Manufacturer: Masonite
Report #: 514012A
434-688-0609 Date: 10/1012017
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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:
Solid members w/ d w/out gap:
a. With threads present in shear plane
Fastener type #10 wood screw (ND5 2012, N05 2015, TR12)
Nominal diameter: D: 0.190 in faP: g: 00000 in
Pact diameter Dr: 0.152 in Moment arm: 00000
Minimum required penetration. p:
1.140 in
Screw bending yield strength:
n
Fyb = 80,000 psi
Side member. PVC
Main member: Spruce -Pine -Fir (6=0.42)
Side member thickness: t, =
1.000 in
Main member thickness
tm = L500 in
Side member dowel bearing strength: F., =
10,000 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 I,r, Mode I:
Mode II
Mode III,r, Mode III,
Mode IV
qm =
636.5 Ibs/in qs = 1900 Ibs/in
A: 0.0005
A: 000066 A:
0.00092
A:
0.00105
P =
725.61 Ibs P = 1900 Ibs
B: 1.07
B: 0.57 B:
0.5
B:
0.000
Ko =
2.400 K❑ = 2,400
C:-681799
C:-253.623 C:
-521.824
C:
-93.6
Z.=
302 Ibs Z,= 792 Ibs
P = 510 Ibs
Ms = 46.8 in-Ibs Mm =
46.8 in-Ibs
Ko = 2.400
P = 324 Ibs P =
529 Ibs
P =
299 lips
Min. Design value: Z= 125 Ibs
Z= 212 Ibs
K❑ = 2.400 Ko =
2.400
Ko =
2.400
Duration Factor: Co z 1.6
Z= 135 Ibs Z=
221 Ibs
Z=
125 Ibs
Allowable Design Value (ZCo): Z'=
199 Ibs/anchor
Fastener type: 1/4 ITW Topton
Tabulated values
N.O.A. 16-1222.06
edge
spacing (in)
Substrate: Hollow block
distance
2.00
1 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
Allowable Design Value: 2l.= 155 Ibs/anchor (per interpolation when needed)
Fastener type: #10 Self tapping screw
(Calculations per 2015 Aluminum Design Manual,
section J.5.5)
Nominal screw diameter: D: 0.190 in
Screw root area:
Ar 0.0151 in'
Actual edge distance'. de: 1.085 in
Screw shear ultimate strength:
Fn 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:
tz 0.052 in
Ultimate tensile strength: F,, 14 ksi
Ultimate tensile strength:
F12 22 ksi
Nominal strength per bearing (side member): On = 2Dt,F,,,
Rnl = 5320 Ibs (Eq J.542)
Nominal strength per bearing (main member): On = 2Dt,Fwz
Rn2 = 435 Ibs (Eq 15.12)
Nominal strength per tilting: On = 4.2(tz30)"'F,,z
On = 478 Ibs (Eq J.5-13)
Nominal screw shear strength: On = ArFnA 25
On = 654 Ibs (Eq J.5-14)
Safety factor: 0= 3
Allowable shear and bearing capacity: P_ 145 Ibs/anchor
Fastener type: #10 Self topping screw (Calculations per AISI-5100-12, sections A2.3.2 and E4.3.1)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: Fn 54.0 ksi
Screw root area: Ar 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material: Vinyl PVC Main member material: Metal framing
Thickness: t, 1.000 in Thickness: t2 O("^ '-
Ultimate tensile strength: F,,, 14 ksi Ultimate tensile strength: F„z
Nominal strength per tilting: On = 4.2(tz30)1z2F„z On = 1001 Ibs (Eq E4.3.2-1) S R .
Nominal strength per bearing (side member): On = 2.7Dt,F=1 Rnl = 7182 Ibs (Eq E4.3.1-2 and -4) ���_`� : • ' 0'�J�/�j
Nominal strength per bearing main member); On = 2.7Dt F� Rn2 = 1280 Ibs V • 7
9 P 9( ) z z (Eq E4.3.1-3 and -5) y• �G E
Nominal screw shear strength: On = A,F,,,/1.25 On = 654 Ibs • F •• ,_
Safety factor: 0 - 3 * • 0 f�51
Allowable shear and bearing capacity: Pe 218 Ibs/anchor • y Y�l
-'�
Minimum anchor capacity: 145 Ibs/anchor 0 F �.
Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. •
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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
rl lomasnl rlorna spe. corn
Anchor calculations, minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Al Al
Aa 79.25
Al Al _
1 J
72.75
37.50
36.38
36.38
37.50
Al
A4
A4
Al
A2
Y_
Y
Y,]2
-
79.25
Al
A4
A4
Al
I_ y
147.75
Zone
Area
2
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
QtY
Load
(Ibs)
A.
2.3
138
N/A
N/A
145
1
138
OK
Az
7.7
463
6.00
21.00
145
5
93
OK
A3
7.7
463
N/A
N/A
145
4
116
OK
Design pressure: 60.0 psf
Zone
Area
2
(ft)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Q�
Load
(Ibs)
A.
2.4
146
N/A
N/A
145
2
73
OK
AZ
7.9
473
6.00
21.00
145
5
95
OK
A
7.8
468
N/A
N/A
145
4
117
OK
A4
2.3
138
N/A
N/A
145
1
138
OK
A
7.7
463
N/A
N/A
145
1 4
1 116
OK
Anchor Locations:
Double door
36.38 - - 36.38
5.00 TYP. 6.00 �-P
P-18.19 TYP.
3.0.
6.00
18'
MAX
O.C.
79.25
- 6.00
2 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
Manufacturer: Masonite
Report* 514012A
434-688-0609 Date: 10/10/2017
rliomast�lrlomaspe. com
Double door with sidelites
6.00 TYP.
__ 37.50
18 75 TYP.
6.00 TYR
j3.00 TYR
______ __ 36.38 ___-_
18.19 7YP.
._ . 36.38
37.50
6.00
T-
18"
MAX
O.C.
3.25
6.00
3 of 4
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s/ONA'L:\
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
Manufacturer: Masonite
Report #: 514012A
Date: 10110/2017
rllomasrrJlflomaspe com
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 1/21,
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=0A2
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
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017