HomeMy WebLinkAboutNotice of Product Certification; Fiberglass Glazed Inswing or Outswing DoorNOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI013717.03-113
1955 Powis Road Certification Date: 05/12/2017
u West Chicago, IL 60185 Expiration Date: 05/31/2025
Revision Date: 07/27/2020
` Product: Fiberglass Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites
(w/Wood Frame or Worldwide Composite Frame4 unless noted)
Specification: TAS 202-94/ASTM E330-02
Glazing: Insulating GIass (Tempered)
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 Listine at www.Namicertification.com. NAMI's Certification Program is accredited by The American Natinnai Ctandardc TnctitutP /Alum
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
1/S
Glazed
3'0" x 6'8"
+40/40
0.0 psf
No
ATLNC 0829.01-16/ATLNC 1013.01-16
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
X
O/S
Glazed
3'0" x 6'8"
+40/40
3.75 psf'/6.0 psf2
No
ATLNC 0829.01-16/ATLNC 1013.0146/W--1813/
Single
8.25 psf3/9.0 psf5
W-1843/W-1860
7.5 psf a
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
XX
I/S
Glazed
6'0" x 6'8"
+40/40
0 psf
No
ATLNC 0829.01-16/ATLNC 1013.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
XX
O/S
Glazed
6'0" x 6'8"
+40/-40
3.75 psf 1/6.0 psf2
No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Double
8.25 psf 3/8.25 psf 5
Maximum Panel Size: 3'0" x 6'8"
Anchor. Details-DWG-MA-FL0189-17
XO/OX
US
Glazed
6'0" x 6'8"
+40/-40
0 psf
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16
Single w/Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
XO/OX
O/S
Glazed
6'0" x 6'8"
+40/40 ''
3.75 psf i/6.0 psf 2
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single w/Sidelite
8.25 psf 3/9.0 psf 5
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"/Sideflte: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXO
I/S
Glazed
9'0" x 6'8"
+40/40
0 psf
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16
Single w/Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 618"
Anchor Details-DWG-MA-FL0189-17
OXO
O/S
Glazed
9'0" x 6'8"
+40/40
3.75 psf t/6.0 psf2
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16/W-1813/W-1843
Single w/Sidelites
8.25 psf 3/9.0 psf 5
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 618"
Anchor Details-DWG-MA-FL0189-17
OXXO
FS
Glazed
1214" x 618"
+40/40
0 psf
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16
Double w/Sidelites .
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-FL0189-17
OXXO
O/S
Glazed
12'4" x. 6'8"
+40/40
3.75 psf'/6.0 psf2
Door -No
ATLNC 0829.01-16/ATLNC 1013.01-16/WA813/W-1843
Double w/Sidelitds
8.25 psf 3/8.25 psf 5
Sidelitse-No
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-DWG-MA-171,018947
Bumper Oufawmg Threshold 2 -Denotes Z-Series Outswing Threshold 3-M-Dam Outswing Threshold 4-W 1815 5-Worldwide Pro T4 Threshold 6-Denotes HP Outnftg Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
RECEIVED A. /'y
FEB v 2 2021
permitting Department
Si. Lucie County
NAM AUTHORIZED SIGNATURE:
FEB 2 2021
czT i trip County. Permitting
'1111 MASONim-
FIBERGLASS DOOR UNIT
L
DOUBLE DOOR WITH / WITHOUT SIDELITES
OTES
T. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDADETERMINED AND EIN
REQUREMENTS AS BY ASCCE7MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS REQUIRED.
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION,
HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
5. PLASTICS TESTING:
TFCT 11Mn hn�
SELF IGNMON.ITEMP
ASTM D1929 :
752 -F > 650 'f"
740 F > 680 `F
RATE AF BURNING
ASiM D635
0.96 IN MIN
0.77 IN MIN
SMOKE DENSITY.-'ASTMD2B'ds
53.4E
13.44E
TENSILE STRENGTH*
ASTM 0638
3.29 DIM
7.1� DIFF
6. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
xrr n
SELF IGNITION TEMP
gSiM D1929
779 `F > 65DqF
RATE OF BURNING
ASTM D635'
MO- IN; IN
SMOKE DENSITY
I ASTM D2843
39.0%
TENSILE STRENGTHS
ASiM D638
3.6Af DIFF
4S00 HOURS ZE Z' ARC METHOD j ncninemnu
149" MO. OVI RN.L FRAME WIDTH
T " MAX 36.375" MAX.
D.L.O. - PANEL WIDTH
W/ASTRAGAL
m
ra
�Q
W � �
$x�
i
fit • CoTo i > . T-
37.5" MAX.
FRAME WIDTH
A
n
a
1Fi i� M.T.
t* S
KURT BALTWOR cm. 9W
FLORIDA P.E. FR N .-
J56533 DWG-M4-FLOI
.. 1 CF
3
n
" M
M n
SEE DETA
M
3"
DETAIL "D"
1.482* f-p!!7n:
• .Q
_F..
#10 x 5/8"
#10 x 5/8"
#10 x 2-1/2" #10 x 1"
#10 x 1"
#10 x 5/8"
DETAIL "C"
0.es2"
T-'
BUMPER O/S THRESHOLn
1.75" 1.04T
T
HIGH DAM O/S THRESHOLD
1.
DETAIL E" ASjRA -GA 1
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME
AS SHOWN.
1
1.437" F?Lv�
T
11E OO/S THRESHOLD
1.437'
T
j-4-01S.THRESHOLD
ID
io
0
N
N
Y
6'
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL I M,TRAGAL
I• Te I/r PmaA= GUM
BJSJi7
�T �,
EIMTixEA� �—.B12O TOP
ro x T-.rr YFB
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NON—IM-- p�
lddddmmlU)i1
Ib:,J13�t;F
r a I/r 06"7 n 4AM
WTWw
=
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BUM. FOIL OR YD". &-'A=
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IVDN—IMPACT
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DETAp
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to
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OF
SEE DETAIL
'C' SHT. 2
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".
3"
, N
uii v
t L
a SEE DETAIL
Y "D" SHi. 2
W
7 1.1
111
3'
.2N o
CL -1G�2Xs'
SHIM
TYPICAL MASONRY .
ANCHOR INSTALLATION
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE:
3. 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".
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS.
.5 "
W SC U
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'X72" CORRUGATED #10X2' WOOD SCREW
FAIN o �',- - 3" FROM EACH END 6" FROM EACH END
AND Y OC AND 12" OC
Wiz" {
SHIM AC�RTYELXC
CL 1 L— CAULK
ACRYLIC
CAAUELXK CL
I
1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
).25'
iH M
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
(3WO D SCREWS"
EACH END
0
INTEGRAL WOOD
MULLION (CHS)
(%ODSCREWS"
EACH END
INTEGRAL WW
MULLION (CHS)
Isc&P' N.T.S.
BY:
T.
DW0-MA-t10189-
SNEET 3 of 3
It
L. Roberto Lomas P.E.
1432 Woodtord Rd.
Lewisvlllo, NC 27023
Manufacturer: Masonite
434-688-0609
Report #: 514008B
rilomas(a�lrlomasoe com
Date: 10/1012017
Test Report: N/A
Product., Double Door with and without sidelites 12'x8'8" (wood
`Scope:
frame)
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
Anchor capacity in shear condition:
Code 7th edition (2020).
Solid members w/ a w/out gap:
a. With threads present in shear plane
Fastener type: #10 woad screw
(NDS 2018, TR12)
Nominal diameter: D: 0.190 in
Root diameter: Dr: 0.152 in
Gap' 9• 0.0000 in
Minimum required penetration: p: 1in
Moment arm: 0.0000 in
Side member: Douglas Fir -Larch (Cr_0.50)
Screw bendingyi
eldstrength: Fyb.= 80,000 psi
Side member thickness t -
' 1'� in
Main member: Spruce -Pine -Fir (G=0.42)
Side member dowel beari stre the F
n9 n9 F. = 4,650 psi
Main member thickness: t -
m= 1.500 in
Side member dowel bearing length: I, = 1.000 in
Main member dowel bearing strength: Fa = 3,0 psi
Main member dowel bearing length: Im ° 1.14140 in
Mode 1� Mode I, Mode II
qm = 636.5 Ibs/In q� gg4 lbs/in A: 0.0007
Made Mode IIi, Mode IV
P = 725.61 Ibs p = 884 Ibs
A: 0.660 66 � p7 A:
8'
0.00135
Ko = 2.400 Kb = 2.400 C: 427.674
zn= 3021b5 Z.=
0.57 8: 0,5 8:
.-253b23 Cl.0-267.699 C:
C93.6
0.000
368 lbp = 331 Ibs
Ms = • 46.8 in-Ibs Mm = 46,8 in-Ibs
-93.6
Ka = 2,40D
Min. Dtsign value: Z= 110 Ibs Z= 138 Ibs
P = 297 ibs P = 319 Ibs P =
Ko
263 Ibs
Duration Factor: CD = 1.6
2.400 � ° 2,400 � =
2 400
Value
Allowable Design QCo)� Z'= 175 Ibs/anehor
Z= 124 Ibs 2= 133 Ibs 2=
110 Ibs
Fastener type: 1/4ITW Tapeon
Tabulatedvalues
N,O.A.16-1222.06
edgeR2.00
Substrate: Hollow block
embedment: 1.25 in
distanceMinimum
N202
edge distance: 2.50 in
2.00Actual
Actual C To C spacing: 3.60 in
4,00
Allowable Design Value: Z"e 155 Ibs/wWw r (pe interpolation when needed)
Fastener type: #10 Tek ser-lew
Substrate: 18 GA, Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value (ZFj: Z.= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Note. Anchor: with the least capacity Is used for calculations to quality anchors with
higher capaeky.
Anchor calculations m`�nimum reau7red anchors
36.38 36.38 Design pressur
At ni Zone Area Load Ind. Max
AzY Y� 179.25 (fte) Ob.) (in) O.C.
(in)
Ar 2.3 138 N/A N/A
- 1 Az 7.7 463 6.00 21.00
72.75 A3 7.7 463 N/A N/A
37.50 36.38 36.38 37.50
1 of 4
J/AIA4
Y
Y
79.25
.--
... 147.75
zone Area I Load mmt.
O.C.
(ff) (lb.) (tn)
7.9 1 473
138 N/A
463 N/A
60.0 psf
Anchor
CaP•
Load
Result
(ibs)
Obs)
155 1
138
OK
155 5
93
OK
155 3
154
OK
60.0 osf
Uap•
Load
Result
(Ibs)
Obs)
155
1
146
OK
155
5
95
OK
155
4
117
OK
155
1
138
OK
155
3
154
OK
jV
61
e
OF ,•6,
,III1111ts'-
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
LeWSIWle, N617023 Report #: 51400813
434-888-0609 Date: 10/10/2017
r1fornasAiriomasoe.com
Anchor Locations:
Double door
6.00 TYp.
i
i
6.00
16'
MAX
i 0.c.
i
79.25
I
I
I
I
I
I
i i
_.1-
j 6.00
2 of 4
36.38 ... - -- ......._.... __.__...-...._. -36.38 ......._._..-..._._
6.00 TYR _ �.._ -- 16.1 a TYR - I
3.00 TYP.
� I i
v� `�� `.
�51-
*s OY51
wt�ra TAT OF ,'j =
Iltft
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Woodibrd Rd.
Lewlsw7je, NC 27023
434-689460.9
Double door with sidelltes
79.25
3 of 4
Manufacturer. Masonke
Report * 514008B
Date: 10/1012017
-
18.75 Typ. - 36.38
6.00 Typ.
I SOOTYP—r— I —18.19TYP.-I
3.00 Typ.
6.00
is -
MAX
A
8.00
37.50
to
'y
51
.' A., TAT 9 OP
M
tOAIAh A
-L
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd.
LOWTWX6, NC 27023
434-688-0609
rllomas(a domasoe.com
Manufacturer_. Masonite
Report #. 514008B
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 214"
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 ACHIEVES 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.
G .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.
4of4
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432WoodloidRd.
Manufacturer: Masonite
Lewisville, NC 27023
Report #: 514008B
434-688-0609
Date: 10/10/2017
rilomas0irlomasl2e.com
Test Report. NIA
Product. Double Door with and without sidelites 12'x8'8" (wood frame)
scope:
This analysis provides calculations, quantities, and spacing requirements Winstalling 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/ 6 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 (Cr-0.501
Main member: Spruce -Pine -Fir (G=0,421.
Side member thickness: t,= 1.000 in
Main member thickness: t = 1.500 in
Side member dowel bearing strength: F. = 4.650 psi
Main member dowel bearing strength: Fe = 3,350 psi
Side member dowel bearing length: 1, = 1.000 in
Main member dowel bearing length: Im = 1.140 in
Mode I. Mode 4 Mode II
Mode in,� Mode I
Mode IV
qm = 636.5 Ibs/in qs = 884 Ibs/in A: 0.0007
�
A: 0.00096 A: 0.00107
A: 0.00135
P = 725.61 Ibs P = 884 Ibs 8: 1.07
B: 0.57 8: 0.5
B: 0.000
Kb = 2,400 Ka = 2.400 C. -427.674
C:-253.623 C:-267.699
C. -93.6
7-= 302 Ibs Z,= 368 Ibs P = 331 Ibs
W = 46.8 in-Ibs Mm = 46.8 in-lbs
Yb = 2.400
P = 297 lbs P = 319lbs
P = 263 "Ibs
Min, Design value: Z= 110 Ibs Z. 138 Ibs
Ko = 2.400 Kb = 2.400 Ka = 2.400
Duration Factor: Cb = 1.6
2= 124 Ibs Z= 133 Ibs
Z= 110 Ibs
Allowable Design Value (ZCb): Z'= 173 Ibs/anchor
Fastener type: 1/4 IiW Topton
Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
n9
(in)
2.00
4.00
2.00
130
161
4.110
163
202
Actual C To C spacing:
Allowable Desip Value:
3.00 in
Z,,= 155 Ibs/anchor (per interpolation when needed)
Fastener type:
#10 Tek screw
Substrate:
18 &A, 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 w/th the feast capacity is used for ealculallons to qualfy anchors with higher capacity.
Anchor calculatons minimum reauired anchors
36.38 36:38 Design pressure: 60.0 psf
Al Al
179.25
72.75
37.50 36.38 36.38 37.50
A4 Al
1 of 4
�Al Y Y Al
79.25
147.75
Zook
Area
(ftZ)
load
(Ibs)
Ind.
(in)
max.
.0 O.
Anchor
Result
�;
qty
Load
;
Al
2.3
138
N/A
WA
155
1
138
OK
AZ
7.7
463
6.00
21.00
155
5
93
OK
A3
1 7.7
1 463
WA
N/A
155
3
154
OK
Design pressure: 60.0 psf
ZDW
Area
(ftz)
Load
(Ibs)
Ind
(in)
Max.
O.C.
(in)
Anchor
Result
Cap.
Obs)
Qty
Load
Obs)
Al
2.4
146
N/A
N/A
155
1
146
OK
A2
7.9
473
6.00
21.00
155
5
95
OK
A3
7.8
468
WA
WA
155
4
19
OK
A.
2.3
138
N/A
WA
155
1
138
OK
As
7.7
463
WA
N/A
155
3
154
OK
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodibid Rd. Manufacturer: Masonite
LeWWVe. NC 27023 Report #: 5140088
434-888-OW9 Date: 10/10/2017
rIIomas((j)lri0Mas0e.c0M
Anchor Locations:
Double door
79.25
2of4
6.00 TYP. ----.
i
18°
MAX
0.0.
f _
6.00
36.38 - — .. __._ .......-- - - 36.36 ... -
6.00 TYP. - -18.19 TYP. -{
3.00 TYP. -
I
I
wo
.r
'OF •
full
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P. E.
1432 Wooftrd Rd.
Lewisville, NC 27023
Manufacturer. Masonite
434-e88-oeos
Report #: 514008B
Date: 10/10/2017
tmas(a)Irlomaspe.com
Double door with sidelites
6.00 TYR
6.00
i
i
79.25
6.00
3 of 4
r
'i ...•J j 6.00 TYP.
I I 3.00 TYP.
18.19 TYP. - .—j
I
I
I
` �M . R rC
0
M'. v
TA1� OF
;00t IORt4P` �4
/fill
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodlow Rd.
Lewisville, NC 27023
434-688-0609
Manufacturer. Masonite
Report It 51400613
Date: 10/10/2017
rllomaaajdgmasne.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 112"
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.21/2"
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: HOLLOWIFILLED 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 1-112" 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.
Luis R. Lomas P.E.
4 of 4
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432WoodioniRd. Manufacturer Masonite
LewlsvNe, NC 27023 Report #: 5140128
434-668-0609 Date: 10/10/2017
rilomasOldomaspe.com
Test Report N/A
Product. Double Door with and without sidelites 12'x8'8" (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/ d w/aR gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 2018, TW2)
Nominol'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 (G=-0.42)
Side member thickness: t.= 1.000 in Main member thickness: tm= MOO in
Side member dowel bearing strength: F„ = 10,000 psi Main member dowel bearing strength: Fa = 3,350 psi
Side member dowel bearing length: I" = 1.000 in Main member dowel bearing length: Im = 1.140 in
Made I,
Mode I,
Mode II
Made
Made
Mode IV
q:n=
636.5lbs/in
qs= 1gp01bs/in
A:
0.00066
A:
0.00092
A:
0.00105
P =
725.61'fbs
`P = '1900 "Ibs
-8: 1.07
B:
057
B:
03
B:
OOOD
Kb =
2.400
Kb = 2.400
C:-681.799
C:
-253.623
C:
-521.824
C:
-93.6
7-c
302 Ibs
2,= 792 Ibs
P = 510 Ibs
Ms =
46.8 in-Ibs
Mtn =
46.8 in-Ibs
Kb = 2.400
P =
324 Ibs
P =
529 Ibs
P =
299 Ibs
Min Design value:
Z= 125 Ibs
Z= 212 Ibs
Kb =
2.400
Ko =
2 400
Kb =
2 400
Duration Factor:
Cb = 1.6
Z=
135 Ibs
Z=
221 Ibs
Z=
125 Ibs
Allowable Design Value (ZCb): Z'=
199 Ibs/anchor
Fastener type: 1/4ITW Topcon
Tabulated values
N.O.A.16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
ring (h )
2.00
4.00
2.00
130
1 161
4.00
163
202
Actual C To C spacing: 3.00 :n
Allowable Design Value: Z"= 155 Ibs/anchw (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 id
Actual edge distance: de: 1.085 in
Screw shear ultimate strength: Fw
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: tj 1.000 in
Thickness: tz
0.052111
Ultimate tensile strength: Fnl 14 ksi
Ultimate tensile strength: FM
22 ksi
Nominal strength per bearing (side member): Rn = 20t�Fid
Rn1= 5320 Ibs (Eq T.5-12)
Nominal strength per bearing (main member): Rn = 2Dt2Fn2
Rn2 = 435 Ibs (Eq 15-12)
Nominal strength per tilting: Rn = 4.2(tzsby/%F 2
Rn = 478 lbs (Eq J.5-13)
Nominal screw shear strength: Rn = A,Fdl.25
Rn = 654 Ibs (Eq J.5-14)
Safety factor: 0-3
Allowable shear and bearing, capacity: Pm 145 lbs/anehor
Fastener type: #10 Self tapping screw
(Calculations per AISI S100-16 and RISC 2017)
Nominal screw diameter: D: 0.190 in
Screw shear ultimate strength: F=,
54.0 ksi
Screw root area: A, 0.0151 lnz
Per:.table J3.2 of 2010 Steel Construction Manual 141h Edition
Side member material: Vinyl PVC
Main member material: Metal framing
Thickness: tj 1.000 in
Thickness: tz
O.C"•
Ultimate tensile strength: F"t 14 ksi
Ultimate tensile strength: Fiz
Nominal strength per tilting: Rn = 4.2(tz3D)'aFu
Nominal
Rn = 1001 Ibs (Eq E4.3.1-1)
strength per bearing (side member): Rn = 2.70t�F
Nominal strength bearing
Rnt = 7182 Ibs (Eq E4.3.1-2 and -4)
�� • . • • �� f
• '�.t
per (main member): Rn = 2.7Dt2F z
Nominal screw shear Rn
Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5)
• C E N • •�
S� i
strength: = A,F•,/1.25
Rn = 654 Ibs
. ♦� �►` •
Safety factor: n= 35i
•
Allowable shear and bearing capacity: P.218 Ibs anchor
_
"r
�
MiNmum anchor capacity: 145 Ibs/omchor
t
�r 4
�.r!Q
Note: Anchors with the least capacity is used forcaiculatlons to quallfyanchors with higher capacity.
+fig ir
}�
w 7 A� W F is ((f
IVAL
Luis R. Lomas P.E.
1 of 4 FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Wooftrd Rd. Manufacturer. Masonite
LewisvIDe, NC 27023 Report#: 514012B
4346e8osos " Date: 10/10/2017
rflomas(c�irtoinasne:com
Anchor calculations, minimum reauhed anchors
36.38 36.38 Design pressure: 60.0 psf
Al At
-21
�� � 179:25
I
Al Al
72.75
37.50 36.38 36.38 37.50
A2Y
A4
YAS
A4
Al
Y_
Al
A4
A4
Al
-4
i
i
79.25
.y
147.75
Anchor Locations:
Double door
i
79.25
2 of 4
Zane
Area
(ff2)
Load
Ohs)
Ind.
a�a
Max.
O.C.
(in)
Anchor
Result
Cap.
(Ibs)Qty
Laad
(Ibs)
Al
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 orwssure: Ant) wcf
Zone
Area
(ftx)
Land
(Ibs)
Ind.
(in)
Moot
O.C.
(in)
Anchor
Result
Cap.
(Ibs)
Qty
Lund
(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
A3
7.8
468
N/A
N/A
145
4
117
OK
A4
2.3
138
N/A
N/A
145
1
138
OK
A9
7.7.,
463
N/A -FWA.1
145 1
4
1 116 .,
OK ..
II.. -...._....._ ...... 36.38---.__..._..------ .. .. 36.38
6.00TYR 6.00IYP.- ----18.19TYP.--�
3.00 TYP.
amo
7_ .
is,
MAX
O.C.
6.00
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
LealsOle, NC 27023 Report #: 514012B
43"88-0609 Date: 10/10/2017
rilomas(E lrlomasae.com
Double door with sidelites
6.00 TYR
79.25
I
r
3 of 4
._.. _...._. 37.50....---"36.38--__..
1 e.75 TYP......
i !
. � 3.00 TYP.'•�
_._........_.
16.19 TYP.
._..----...____.. 36.98 ._------ ---
._ .37.50 ... ._.. .�
i
7AT OF
ZONAL
littll
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020
L. Roberto Lomas P.E.
1432 Woo&brd Rd.
LewbvNe, NC 27023
434-668-0609
Manufacturer: Masonite
Report #: 514012B
rllomas(ftlomasoe com 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. 21/2" 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 606345 FU=30KS1
.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.
A (jHORS 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
+LN. Ibi
�O
fir, G N-g p -re
• AT OF
'0
if s • ZOR�/; NAL \x\
CD�:.+ r ,�•
t1111
Luis R. Lomas P.E.
FL No.: 62514
9/2/2020