HomeMy WebLinkAboutNotice Of Product CertificationNOTICE OF PRODUCT CERTIFICATION
RECEIVED
Company: Masonite International Corporation
Certification No.:
NI007077.09-R4
1955 Powis Road
MAR 0 4 2022 Certification Date:
05/22/20017
West Chicago, IL 60185
Expiration Date:
12/31/2025
St. Lucie County Revision Date:
Permitting
07/27/2020
Product: Fiberglass Impact Rated Glazed Inswing or Outswing Door w/ and w/o Impact Rated Sidelites
(w/Wood Frame or Worldwide Composite
Frame' unless noted)
Specification: TAS 201/202/203-94/ASTM E330-02
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute ANS .
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
US
Glazed
3'0" x 6'8"
+55/-55
0 psf
Yes
NCTL-210-3389-1/AT1,NC 1203.01-14/ATLNC 1012.01-16
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
X
O/S
Glazed
3'0" x 6'8"
+551-55
3.75 psf/ 6.0 psf 1
Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single
8.25 psf 2/9.0 psf 4
Maximum Panel Size: 3'0" x 6'8"
7.5 psf 5
Anchor Details-MA-FL0172-07/W-1807/W-1835/W-
1860/W-1885
XX
US
Glazed
6'0" x 6'8"
+50/-55
0 psf
Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
XX
O/S
Glazed
6'0" x 6'8"
+551-55
3.75 psf/ 6.0 psf 1
Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double
8.25 psf Z/8.25 psf 4
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FLA172-07/W-1807/W-1835/W-1885
XO/OX
US
Glazed Door
6'0" x 6'8"
+55/-55
0 psf
Door -Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
XO/OX
O/S
Glazed Door
6'0" x 6'8"
+551-55
3.75 psf/ 6.0 psf
Door-Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
8.25 psf 2/9.0 psf'
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885
OXO
US
Glazed Door
910" x 6'8"
+551-55
0 psf
Door -Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelites
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
OXO
O/S
Glazed Door
910" x 6'8"
+551-55
3.75 psf/ 6.0 psf 1
Door -Yes
NCTL-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelites
8.25 psf z/9.0 psf 4
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885
OXXO
US
Glazed Doors
12'6" x 6'8"
+501-55
0 psf
Door -Yes
NCTL,-210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelites
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1885
OXXO
O/S
Glazed Doors
12'6" x 6'8"
+551-55
3.75 psf/ 6.0 psf 1
Door -Yes
NCTL -210-3389-1/ATLNC 1203.01-14/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelites
8.25 psf z/8.25 psf'
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0172-07/W-1807/W-1835/W-1885
1-Denotes Z-Series Threshold Design 2 -Denotes High Dam Threshold Design 3-W-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes HP Outswing Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
REVIEWED FOR
CODE COMPLIANCE
FI COPY
��-3l�l�ZL
ST. LUCIE COUNTY BOCC
Z
NArM AUTHORIZED SIGNATURE:
MASONITE.
STORMGUARD FIBERGLASS DOOR UNIT
V-8" 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. THIS PRODUCT DOES N07 REQUIRE THE USE OF
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING:
TMT nRQPRIOTinkl nMIQLI�TIn.1
SELF IGNITION TEMP
ASTM D1929
752 'F >...650 'F
842 'F > 650 'F
RATE OF BURNING
ASTM D635.....,
" 0.56 IN .:MIN
1.28 IN MIN
SMOKE DENSITY
ASTM D2843
: 53.4% -
70.2%
TENSILE STRENGTH"
ASTM D638 "
' 3.2% DIFF
1.87 DIFF
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TFCT nvzi piDTIntJ nran_nlennra -.11
SELF IGNITION TEMP
I ASTM D1929. .
779 'F >_.650 'F
RATE OF .BURNING
ASTM D635 .
0.0 IN IN .
SMOKE DENSITY,
ASTM D2843
39.D%
TENSILE STRENGTH*
ASTM D638
3.6Z DIFF
UVM nr nvc ILNZILL WKLNUIN AYILK WLAINLKINU
4500 HOURS XENON ARC METHOD 1
6. MAXIMUM GLASS SIZES COMPLY WITH ASTM E1300 FOR THE
DESIGN PRESSURES LISTED.
149- MAX. OVERALL FRAME WIDTH
21" MAX 36.375" MAX.
D.L.O. - PANEL WIDTH -- 37.5" MAX.
W/ASTRAGAL I FRAME WIDTH
N
cp �O
W
�
a
LL.
. ..... .
...
STRUCTURAL
WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG
MAX WIDTH
INSWING
ALL OUTSWING
INSWING
BUMPER 0 S
Z-SERIES 0 S
HP 0 S
T4 0 S
HIGH DAM 0 S
X
37.5
+55.0 -55.0
+55 0 -55.0
N A
+25.0 -25.0
+40.0 -40.0
+50.0 -50.0
+55.0 -55.0
t55.0
XX
74
+50.0 -55.0
+55.0 -55.0
N/A
+25.0 -25.0
+40.0 -40.0
N A
+55.0 " -55.0
OX or XO
75
+55.0 -55.0
+55.0 -55.0
N A
+25.0 -25.0
+40.0 -40.0
N A
.
+55.0 -55.0
.+55.0
+55.0
OXO
112.5
+55.0 -55.0
+55.0 -55.0
N A
+25.0 -25.0
+40.0 -40.0
N .A
+55.0 -55.0
+55.0
OXXO
149
+50.0 -55.0
+55.0 -55.0
N A
+25.D -25.0
+40.0 -40.0
N A
+55.0 -55.0
+55.0
e� i SCALE N.T.S.
• BY: SWS
cw- By
KURT BALTHAZOR ottAwwc J0:
FLORIDA P.E. OWG-MA-FLD
#56533
SHEET 1 0F
6" SEE DETAIL 3„ 6"
3, „E„
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SEE DETAIL
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6• SEE DETAIL 6„ #S X 2"
#8 x 2" #10 x 5/8"
#8 x 2" #10 x 5/8"
#10 x 2-1/2". #10 x 1" DETAIL "E" ASTRAGAL
p ATTACH ASTRAGAL RETAINER BOLT
#10 x 1" STRIKE PLATE TO FRAME
#10 x 5/8"' AS SHOWN.
DETAIL "D"
DETAIL "C"
1
1
I
0.9621
1.375"
�•^r""[9
A
1.4377"
T
LLOOZ
INSWING THRESHOLD
BUMPER O/S THRESHOLDTH�RREESHOLD
HI
P
THRESHOLD
1
1
1
1.482"
1.75"
[�j
1.437"
T
T
T
Z—SERIES OfS THRESHOLD
HIGH DAM OlS THRESHOLD
T4 OIS THRESHOLD
O
"t
N
G N
6"
;EE DETAIL
C.
6"
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
DAIS 419107
scALe N.T.S.
DWG. B-: SWS
CHK. 6Y:
DRAWING NO,
DWO-MA-FLOi72-07
sHEEr 2 of _ _ 4..
SEE DETAIL 3„
"E" SHT. 2
3" 6" 1
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zdc
.ATTACHMENT DETAIL
1. 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, 1/4" TAPCONS, AND #10 TEK SCREWS.
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". TEK SCREW EDGE
DISTANCE MIN 1 /2".
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE
3--
I
n
L6
3"
6'
�3-r
3"
I I I
I I
I
i0
w
Q
a
J
0
I_L
G H
I I .._ I I
9
•.I I L
w 6
0 .
g
v
6"
6"
1.25"
MIN L^_' 8� !R..`.�0.25"
SHIM 1 - 1 /2"
1 25„ 3' FROM
CL —I -- MIN > ", f AND
MAX
SHIM
TYPICAL MASONRY CIL
ANCHOR INSTALLATION �t
• " s. 1 X BUCK MASONRY COMBINA
1MIN" ANCHOR INSTALLATION MULLION
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM —0.25„
MAX (3) & OX2-1/2„
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM Wo D SCREWS
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE I EACH END
CL -- I— M;
MINIMUM EMBEDMENT OF 1-1/4". w;
are
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD
MULLION (CHS)
HARDWARE SCHFDUIF
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.
CORRUGATED #tOX2" WOOD SCREW
EACH END 6" FROM EACH END
7' OC AND 12" OC
ACRYLIC
LATEX --
CAULK
ACRYLIC
i
CAULK CL
}
TION WOOD COMBINATION WOOD
(BOXED) MULLION (BOXED)
(4WO6D SCREWS"
EACH END
INTEGRAL WW
MULLION (CHS)
Lo
00
U p10
Z � J
0
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IncW C)Q
Q2
LoU
OLO
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y .•- N
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N.T.S.
ow BY, SWS
Cw. 6Y:
DWG-MA-FLU172-07
sHEEr 3 of 4
1' INSULATED GLASS
0.124' HEAT STRENGTHENED
DECORATIVE INSERT
0.090' SAFLEX (NOA 20-0622.01) -
(OPTIONAL)
0.124' HEAT STRENGTHENED-
�.0124' TEMP.
BUTYL, FOAM, OR METAL SPACER
1/2' BITE
DOW 995 -. -
^`.�S •:`:
DOW 995
{ i•�Y�4
INTERI
O
7YPfCAL
GLAZING DETAIL
IMPACT
RATED GLASS
1' INSULATED GLASS
0.124' HEAT STRENGTHENED .DECORATIVE INSERT
0.090' SAFLEX (NDA 20-0622.01) (OPTIONAL)
0.124' HEAT STRENGTHENMD .0124' TEMP.
BUM FOAM. OR METAL SPACER 1/2' BITE
DOW 995• 1^: ( --�DOW 995
1-1/4- INSULATED GLASS
' 0.124' HEAT STRENGTHENED...
INTERNAL MINIBLINDS
0.090' SAFLEX (NOA 20-0622.01)
_
(OPTIONAL)
0.124' HEAT STRENGTHENED
.0124' TEMP.
METAL SPACER
1/2' BITE
DOW 995}}��yy
HOT MELT
ELASTOMER
^�y :` FOAM GLAZING TAPE
EXffB1DB
.. .. INTERIO
ALTERNATE
GLAZING DETAIL
IMPACT
RATEDGLASS
EXMW------r -- RBEMO
ALTERNATE GLAZING DETAIL
IMPACT RATED GLASS
SCAM- N.T.S.
Dwc. BY: SWS
CHK. BY.
OF 4
L. Roberto Longs P. E.
1432Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514008B
434-68"609 Date: 10/10/2017
rilomas(a)I domaspe.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 7th edition (2020).
Anchor capacity In shear condition:
Solid members w/ 8 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 2018, 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: Spruce -Pine -Fir (G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 in
Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fes, = 3,350 psi
Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: 1m = 1.140 in
Mode I,,,
qm = 636.5 Ibs/in
P = 725.61 Ibs
Ka = 2.400
4= 302lbs
Mode I,
qs = 884 Ibs/in
P = 884 Ibs
Ka = 2.400
Z,= 368 Ibs
Min. Design value: Z= 110 Ibs
Mode IT
Mode IIIm
Mode III,
Made IV
A: 0.00135
B: 0.000
C: -93.6
P = 263 Ibs
Ko = 2.400
Duration Factor: Co = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value (ZCb): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITM/ Topcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
A: 0.0007
B: 1.07
C:-427.674
P = 331 Ibs
Ko = 2.400
Z= 138 Ibs
A: 0.00096
B: 0.57
C:-253.623
Ms = 46.8 in-Ibs
P = 297 Ibs
Ko = 2A00
A:
0.00107
8:
0.5
C:
-267.699
Mm =
46.8 in-Ibs
P =
319 Ibs
Kb =
2.400
edge
distance
spacing
(in)
2.00
4.00
2.00
130
161
4.00
163
202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z-,= 155 Ibs/anchor (per Interpolation when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (Us): 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
Al Al
AY x� 79.25
At Al _
J, L
72.75
37.50 36.38 36.38 37.50
A2
Y
Al
Y�
Al
A4Al
A4
Al
147.75
1 of 4
79.25
Design pressure: 60.0 psf
Zone
Area
(ftZ)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(In)
Anchor
Result
Cap.
(lb,)
QtY
Load
(Ibs)
AI
2.3
138
N/A
N/A
155
1
138
OK
AZ
7.7
463
6.00
21.00
155
5
93
OK
A3
1 7.7
1 463
1 N/A
I N/A
155
3
154 1
OK
Design pressure: 60.0 psf
Zone
Area
(ftz)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)Qty
Load
(Ibs)
Al
2.4
146
N/A
N/A
155
1
146
OK
AZ
7.9
473
6.00
21.00
155
5
95
OK
A,
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
463
N/A
N/A
1 155
3
1 154
OK
5 R dti /z�
c1 �
STAT OF
•;CORtOP.
NI It```
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
434-666-0609
rllomas(WIrlomaspe.com
Anchor Locations:
Double door
79.25
2 of 4
36.38 t 36.38
P. 6.00 TY� 6.00 TYR
18.19 7YP.
3 0 7yP. I—�{
6.00
i
6.00
Manufacturer: Masonite
Report #: 514008B
Date: 10/10/2017
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, No 27023 Report #: 514008B
434-688-0609 Date: 10/10/2017
rllOmas(EDIrlomaspe.com
Double door with sidelites
6.00 TYP. -�
1
37.50
--
18.75 TYP.
6.00 TYP. 3.0
0 TYP.
36.38 -I-
P.
�- 18.19 TY—�
- 36.38
37.50------�i
6.00
-1
I
18•
MAX
O.C.
I
9.25
J
6.00
3 of 4
S'F•9CP��`�
TAT OF ccj
�. • r
-. Z OR%D *
G
Z/�sLs/NA
�illllllt
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
Manufacturer: Masonite
Report #: 514008B
434-688-0609 Date: 10/10/2017
rllomasAirlomaspe.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 1/2"
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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Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodlord Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report* 514012B
434-688-0609 Date: 10/10/2017
rllomas�0i I rlomaspe. c0 m
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 7th edition (2020).
Anchor capacity in shear condition:
Solid members w/ 4 w/out gap:
a. With threads present In shear plane
Fastener type: #10 wood screw (NDS 2018, 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: PVC Main member: Spruce -Pine -Fir (Cr--0.42)
Side member thickness: t,= 1.000 in Main member thickness: %= 1.500 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 T.,,,
qm = 636.5 Ibs/in
P = 725.61 Ibs
Kb = 2.400
Z„= 302lbs
Mode I,
qs = 1900 Ibs/in
P = 1900 Ibs
KD = 2.400
Z,= 792 Ibs
Min. Design value: Z= 125 Ibs
Mode 11
Mode III
Mode III,
Mode IV
A: 0.00105
B: 0.000
C: -93.6
P = 299 Ibs
KD = 2.400
Duration Factor: CD = 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs
Allowable Design Value (ZCD): Z'= 199 Ibs/anchor
Fastener type: 1/4 ZTW Tapcon Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
A: 0.0005
B: 1.07
C:-681.799
P = 510 Ibs
Kb = 2.400
Z= 212 Ibs
A:
0.00066
B:
0.57
C:
-253.623
Ms =
46.8 in-Ibs
P =
324 Ibs
KD =
2.400
A: 0.00092
B: 0.5
C:-521.824
Mm = 46.8 in-Ibs
P = 529 Ibs
KD = 2.400
edge
distance
spacing
(in)
2.00
4.00
2.00
130
161
4.00
163
202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z"= 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 Manuall4th Edition
Side member material: Vinyl PVC Main member material: 6063-T5 aluminum
Thickness: tl 1.000 in Thickness: t2 0.052 in
Ultimate tensile strength: Fto 14 ksi Ultimate tensile strength: Fw2 22 ksi
Nominal strength per bearing (side member): Rn = 2Dt2Ft , Rn1= 5320 Ibs (Eq J.5-12)
Nominal strength per bearing (main member): Rn = 2Dt2Ft Z Rn2 = 435 Ibs (Eq J.5-12)
Nominal strength per tilting: Rn = 4.2(tZ31))1/21t�2 Rn = 478 Ibs (Eq J.5-13)
Nominal screw shear strength: Rn = ArF,,,/1.25 Rn = 654 Ibs (Eq J.5-14)
Safety factor: o= 3
Allowable shear and bearing capacity: Pm 145 Ibs/anchor
Fastener type: #10 Self tapping screw (Calculations per AISI 5100-16 and AISC 2017)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi
Screw root area: Ar 0.0151 in Per table J3.2 of 2010 Steel Construction Manuall4th Edition
Side member material: Vinyl PVC Main member material: Metal framing
Thickness: tj 1.000 in Thickness: t2 O.C'•
Ultimate tensile strength: Ft 14 ksi Ultimate tensile strength: Fe �t1�.I
Nominal strength per tilting: Rn = 4.2(tz3D)vzFuz Rn = 1001 Ibs (Eq E4.3.1-1) ��Y � R . .I
Nominal strength per bearing (side member): Rn = 2.7DtjFW Rn1= 7182 Ibs (Eq E4.3.1-2 and -4) `N 1vN� • •CC• A•'
Nominal strength per bearing (main member): Rn = 2.7Dt2F 2 Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) • �G L `Y S • (� �j
• •
Nominal screw shear strength: Rn = ArF,,,/1.25 Rn = 654 Ibs ` • � •. i
Safety factor: o = 3 •+�. * • R AF• *�-
Allowable shear and bearing capacity: Pm 218 ibs/anchor e Minimum anchor capacity: 145 Ibs/anchor • :L' `_ OF •
Note: Anchors with the least capacity is used for calculations to quaff anchors with higher capacity.
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1111.1
Luis R. Lomas P.E.
FL No.: 62514
1 of 4 9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514012B
434-688-0609 Date: 10/10/2017
rllomasCa)Irlomaspe.com
Anchor calculations, minimum reaulred anchors
36.38 36.38 Design pressure: 60.0 psf
E
EA1
79.25
1 �
72.75
37.50 36.38 36.38 37.50
Al
�
Y_
_Y
Al
A2
Al
A4
A4
Al
147.75
Anchor Locations:
79.25
Zone
Area
(ft2)
Load
(Ibs)
Ind.
(in)
Max.
O.C.
Anchor
Result
Cap.
(Ibs)Qty
Load
(Ibs)
AI
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
1 OK
Design pressure: 60.0 Psf
Zone
Area
z
(ft)
Load
(lb.)
Ind.
(in)
max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Load
(Ibs)
Al
2.4
146
N/A
N/A
145
2
73
OK
A2
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
As
7.7
463
N/A
N/A
145
4
1 116
OK
Double door
36.38 36.38
6.00 TYP. 6 3.0 _ry 18.19 iYP.
6.00
79.25
6.00
. 2 of 4
v•'.�C E N`s
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TAT OF i w1
� SjONA`
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville, NC 27023 Report #: 514012B
434-688-0609 Date: 10/10/2017
rilomasCaJrlOmasoe.cOm
Double door with sidelites
6.00 TY00
P.
L 37.50
18.75 TYP. —
6. TYP.
3.00 TYP.
1,75
36.38
16.19 IYP. —
r—
36.38
- 37.50 —
III
6.00
I
is,
MAX
O.C.
I
I
9.25
6.00
3 of 4
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%s7ONAL��`�
I I
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688.0609
rllomas(alrlomaspe.com
Manufacturer: Masonite
Report #: 514012B
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=2,000PS1 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 1-1/2" 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
9/2/2020