HomeMy WebLinkAboutNOTICE OF PRODUCT CERTIFICATION05/22/2017
12/31/2020
09/27/2017 �-
Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites
'nnEDPso
(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 Listing at wwiv.Nalnicertificatiol.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
NOTICE OF PRODUCT CERTIFICATION
1955 Powis Road
West Chicago, IL 60185
Certification Date:
Expiration Date:
Revision Date:
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
I/S
Opaque
3'0" x 6'8"
+60/-65
0 psf
Yes
NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
X
O/S
Opaque
3'0" x 6'8"
+60/-60
3.75 psf/ 6.0 psf'
Yes
NCTL-210-3102- I /ATLNC 0129.02-15/ATLNC 1012.01-16
Single
10.5 psf'/9.0 psf;
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
XX
I/S
Opaque
6'0" x 6'8"
+50/-50.5
0 psf
Yes
NCTL-210-3105- I /ATLNC 0129.01-15/ATLNC 1012.01-16
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XX
O/S
Opaque
6'0" x 6'8"
+55/-50.5
3.75 psf/ 6.0 psf
Yes
NCTL-210-3105- I /ATLNC 0129.01-15/ATLNC 1012.01-I6
Double
8.25 psf''-/8.25 psf I
Maximum Panel Size: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
XO/OX
I/S
Opaque Door
6'0" x 6'8"
+50.51-50.5
0 psf
Door -Yes
NCTL-210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
XO/OX
O/S
Opaque Door
6'0" x 6'8"
+55/-50.5
3.75 psf/ 6.0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite
Glazed Sidelite
8.25 psf'/9.0 psf a
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXO
1/S
Opaque Door
9'0" x 6'8"
+50.5/-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
OXO
O/S
Opaque Door
9'0" x 6'8"
+55/-50.5
3.75 psf/ 6.0 psf
Door -Yes
NCTL-210-3105- I /ATLNC 0 1 29.01-15/ATLNC 1012.01-16
Single w/Sidelites
Glazed Sidelite
8.25 psf'/9.0 psf a
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
OXXO
I/S
Opaque Door
12'4" x 6'8"
+50/-50.5
0 psf
Door -Yes
NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double \\'/Sidelites
Glazed Sidelite
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807
OXXO
O/S
Opaque Door
12'4" x 6'8"
+551-50.5
3.75 psf/ 6.0 psf'
Door -Yes
NCTL-210-3105-1/ATLNC 0 1 29.01-15/ATLNC 1012.01-16
Double w/Sidelites
Glazed Sidelite
8.25 psf'-/8.25 psf I
Sidelite-Yes
Maximum Panel Size: 3'0" x 6'8"/Sidelite: 3'0" x 6'8"
Anchor Details-MA-FL0170-07/W-1807/W-1835
I -Denotes Z-Series Threshold Design 2 -Denotes High Dam Threshold Design 3-w-1815 4-Denotes worldwide Pro T4 Threshold
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
1111 MASONITC.
STORMGUARD FIBERGLASS DOOR UNIT
6'-8" DOUBLE DOOR WITH / WITHOUT SIDELITES
ERRA. b_ NQTZ
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 NOT REQUIRE THE USE OF
ao
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS).
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
p
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
_ -j
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNITION TEMP ASTM D7929 752 'F > 650 'F 1842 'F > 650 'F
"
RATE OF BURNING ASTM D635 0.56 IN/MIN 11.28 IN 'MIN
SMOKE DENSITY ASTM D2843 1 53.4% 70.2%
TENSILE STRENGTH- + ASTM D638 J 3.2% DIFF 1 8% DIFF
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
-
TEST DESCRIPTION DESIGNATION RESULT
i SELF IGNITION TEMP I ASTM D1929 1 779 'F > 650 -F
RATE OF BURNING ASTM D635 0 0 IN/MIN
SMOKE DENSITY I ASTM D2843 139.00%
149" MAX. OVERALL FRAME MOTH - -
2 1 " MAX 36.375" MAX.
D.L.O. -� PANEL WIDTH - 37.5" MAX. _
(� W/ASTRAGAL I FRAME WIDTH �I
El
( TENSILE STRENGTH- I ASTM D638 3.8%_ DIFF j P4d^IdLntoNAN
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING • ROUBLE DOOR UNIT W/ELITES
4500 HOURS XENON ARC METHOD 1 El�li0A�d8r
Do
®1 ® 130 ®® ®E ®®
� ®� ME]
� I s
N I
.�� I
SINGLE D00$ UNIT DOUBLE DOOR UPJf7 S(N�E DOOR UNIT SINGLE DOOR UNLT 3aNGLE DOOR UNIT W/Sl09--ITES DOUBLE-DOQR NIT W/SI, DELITES
WITH SIOEL) WITH SIDELITE
STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS -�
I
' ---'-" "'----••-
•�•••••••
ALL OUTSWING
60.0 , -60.0
INSWING
N/A
nCyvlRCu IU
BUMPER O/5
+25.0 -25.0
= IDA UP Ur -NUN
Z-SERIES 0 S
+40.0 -40.0
YKGJJUKL
T4 0 S 'HIGH DAM 0 S I
+60.0 1I
X
_
37.5 1+60.0 -65.0
OX orO
75'
_+50.
500.55
_ N/A
+25.0 25.0
+40.0 -40.0
+550 +55.0 / -50.5XO
.
55.0
+50-5
NA
+25.0 -250
+4040
+55.0 -50.5 +55.0 50.5
00
„112.5 /-50.5
+50 -50.5
+25.0 -250
+40.0
-+.0
.0 ++6550..00
--5600..50
_-/
55-5050
_
0 -50.5
+.055.
N'A
+25.0 -25.0
+40.0 =40.0
+55.0 -50.5 +55.0 -50.5
TABLE OF CONTENTS _
SHEET # DESCRIPTION
1 TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 ANCHORING LOCATIONS & DETAILS
scALE N.T.S.
DWG. BY: SWS
CHK. BY:
KURT BALTHAZOR DRAWING NO.:
FLORIDA P.E. DWG-MA-FLOI
J56533
SHEET 1 OF
3" -
SEE DETAIL
.c.
3--
#8 x 2"
#8 x 2"
0
E
DETAIL "D"
6" -I SEE DETAIL
3"
- 6"
..
3
3"•
3"
r33
6„
3" -�
O
_
'
w
U
a
I
I
'I a
k a
-
6^
6^ 3"
6'
6"
n
I
3
_ 3" 3"
3
I - }
3" 3^,
6
#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"
. •.
C77
THRESHOLDINSWING OaTHRE
.0
N
o �
w
U
a SEE DETAIL
a
w f
0 1
.Ir G
f
6"
EE DETAIL
C"
6"
#8 x 2'
ASTRAGAL RETAINER BOLT HOLE
® MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
/ STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "E" ASTRAGAL DETAIL "F" ASTRAGAL
ATTACH ASTRAGAL RETAINER BOLT
STRIKE PLATE TO FRAME AddendnrltDNAA4
AS SHOWN.
0.124" HEAT STRENGTHENED
0.090' SAFLEX (NOA 15-1201.11).
0.124' HEAT STRENGTHENED
_j �— J— Dow
1.482" Q,A�l 1.75"aj�jl
.04r 1.437"
T T T
Z-SERIES O/S THRESHOLD HIGH DAM O/S THRESHOLD T4 OZS THRESHOLD
CertdlE3�mNu.:1;(I'DDi1O i�
Rena�ed By.
Date Revie>y. ;
-DECORATIVE INSERT 0.124' HEAT STRENGTHENED DECORATIVE INSERT
(OPTIONAL) 0.090" SAFLEX (NOA 15-1201.11) ( (OPTIONAL)
.0124' TEMP. 0.124' HEAT STRENGTHENED—�► I I III—.0124' TEMP.
1/2' BITE I,a1G 1/2' BITE
EXTERl4E • vim•• 1NIE814S
TYPICAL GLAZING DETAIL
IMPACT RATED GLASS
DOW 995 DOW 995 -"DOW 995
�•`•;•
EXTEEI4S 1NTERIQS
ALTERNATE GLAZING DETAIL
IMPACT RATED GLASS
SCALE: TNT.$.
DWG. BY: SWS
CHK. Br:
DRAWING NO.:
DWG-MA-FL0170
SHEET _ 2 OF 3
SEE DETAIL
"C" SHT. 2
Addendum to NM
CemTieaSmNo:.
HBriswed8y:
I?ete Reli?Y, : /
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY ROBERTO LOAAS, 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.
o
Lo
W
U
na SEE DETAIL_
I
} 'D" SHT. 2
Iry
J
!
JO
w
W
K
o
n
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m
�
I
6• I�
I,-lu-T_..—..__i I
�I
;I
I II I I
I
I
r—
III
---oG n
If II
I
II
i3" -`I t"'
1.25" ! b • s.
MIN 1 - MAX
SHIM
CL T.
TYPICAL MASONRY
ANCHOR INSTALLATION
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.
1MIN"
CL -1 1-
TYPICAL WOOD BUCK
ANCHOR INSTALLATION
3"
B" —{ 1— 6"
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 ULL MORTISE BUTT HINGES.
1"X7/2" CORRUGATED �10X2" WOOD SCREW
3" FROM EACH END 6" FROM EACH END
• " AND 7" OC AND 12' OC
0.25
MAX
AL4TrC
CL 'I I— CAULK
' ACRYLIC
LATEX
r CAULK CL
1 X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ANCHOR INSTALLATION)) j MULLION (BOXED) )) //MULLION (BOXED)
(19DSCREWS" (4WOOD SCREWS"
EACH END EACH END
®® !—
INTEGRAL WOOD INTEGRAL WW
MULLION (CHS) MULLION (CHS)
uo
cc
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F
scale: N.7.S.
CH . e: SINS
CHK8P;
DWG-AfA-FL0170-
sNeEr 3 o: 3
Roberto Lomas P. E.
Woodford Rd. Manufacturer: Masonite
ville. NC 27023 Report #: 514010A
88.0609 Date: 10/10/2017
las•,`c)lrlomasoe.com
st Report: N/A
Product: Single door Tx 6'8" (Wood Frame)
n
s analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
duct described herein. These calculations comply with requirements of the Florida Building Code.
chor capacity in shear condition:
d members w/ 8 w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (NDS 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 i
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 (6=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: F. = 4,650 psi Main member dowel bearing strength: Fv„ = 3,350 psi
Side member dowel bearing length: I, = 1.000 in Main member dowel bearing length: Im = 1.140 in
Mode 1,
Mode I, Mode II Mode III„ Mode III, 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 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
Zm= 302 Ibs Z,= 368 Ibs 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 Ibs Ko = 2.400 Ka = 2.400 Ko = 2.400
Duration Factor: Ca = 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value (ZCo): Z.= 175 Ibs/anchor
Fastener type: 1/4 ITW Tapcon Tabulated values
N.O.A. 16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
N.O.A. 16-1222.06
Substrate: Hollow block
Minimum embedment: 1.25 in
Actual edge distance: 2.50 in
edge
distance
spacing (in)
2.00
1 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 (ZFs): Z'= 316 Ibs/anchor
Minimum anchor capacity: 155 Ibs/anchor
Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
36.38
Al79.25
A2 A2
Al
1 of 3
Design pressure: 85.0 psf
Area
Load
Ind.
Max.
Anchor
cap.
Qty
Load
I
Zone
z
(ft)
(Ibs)
(in)
O.C,
Result
(in)
(Ibs)
(Ibs)
A,
2.3
195
N/A
N/A
155
2
r 98
OK
AZ
7.7
656
6.00
18.00
155
5
11 131
OK
\0 E
`. 0�OF,
t =
�•� ••
t'o • TAT
. �tr
�/iis�ONAL}0����
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
Roberto Lomas P. E.
Woodford Rd.
ville. NC 27023
36.38
18.19 ---
6.00 TYP. 6.o0 T'P.
6.00
18"
MAX
O.C.
79.25
6.00
2of3
Manufacturer: Masonite
Report #: 514010A
Date: 10/10/2017
Oilj,9
• TAT 0 Fig
0/0
••
P.
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
Roberto Lomas P.E.
Woodford Rd.
ville, NC 27023
Manufacturer: Masonite
Report#: 514010A
Date: 10/10/2017
'allation 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 114" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 114" 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.
3of3
Luis R. Lomas P.E.
FL No.: 62514
10/1,0/2017
1 of 3
Roberto Lomas P.E.
Woodford Rd.
vine. NC 27023
Product: Single door 3'x6'8" (Composite frame)
Manufacturer: Masonite
Report #: 514014A
Date: 10/10/2017
analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the
uct described herein. These calculations comply with requirements of the Florida Building Code.
`lor capacity in shear condition:
members w/ & w/out gap:
a. With threads present in shear plane
Fastener type: #10 wood screw (ND5 2012, NDS 2015, TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Or: 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 1.500 in
Side member dowel bearing strength: Fps =
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:
1m = 1.140 in
Mode Im Mode I,
Mode II
Mode III, Mode III,
Mode IV
qm =
636.5 Ibs/in qs= 1900 Ibs/in
A: 0.0005
A: 0.00066 A:
0.00092
A:
0.00105
P =
725.61 Ibs P = 1900 Ibs
8: 1.07
B: 0.57 B:
0.5
B:
0.000
Ko =
2.400 Ko = 2.400
C:-661.799
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 Ibs
Min. Design value: Z= 125 Ibs
Z= 212 Ibs
Ko = 2.400 Ko =
2.400
Ka =
2.400
Duration Factor: Ca = 1.6
Z= 135 Ibs Z=
221 Ibs
Z=
125 Ibs
Allowable Design Value (ZCo): Z'=
199 Ibs/anchor
Fastener type: 1/4 ITW 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
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.I= 155 Ibs/onchor (per interpolation when needed)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual, section
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: 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: Fns 14 ksi Ultimate tensile strength: Fm2 22 ksi
Nominal strength per bearing (side member): Rn = 2Dt,F,,,, Rnl = 5320 Ibs (Eq J.5-12)
Nominal strength per bearing (main member): Rn = 21)t2F,,,z Rn2 = 435 Ibs (Eq J.5-12)
Nominal strength per tilting: Rn = 4.2(t23D)"'Ft 2 Rn = 478 Ibs (Eq J.5-13)
Nominal screw shear strength: Rn = ArFs /1.25 Rn = 654 Ibs (Eq J.5-14)
Safety factor: a= 3
Allowable shear and bearing capacity: P. 145 Ibs/anchor
Fastener type: #10 Self tapping 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: Fs„ 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: ti 1.000 in Thickness: t2 ^ ^"^ °••
Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: F„2 `\\,11111
Nominal strength per tilting: Rn = 4.2(t230)"F„2 Rn = 1001 Ibs (Eq E4.3.1-1) ,
Nominal strength per bearing (side member): Rn = 2.7Dt,F,,, Rnl = 7182 Ibs (Eq E4.3.1-2 and -4) \\N. \Nk : • • • •.O'er/
Nominal strength per bearing (main member): Rn = 2.71)t2F,� Rn2 = 1280 Ibs (Eq E4.3.1-3 and -5) N%.4 • �G E N,9 •qCP
Nominal screw shear strength: Rn = ArF,�/1.25 Rn = 654 Ibs •
• • i
Safety factor: 0= 3 4-'
CC.tAllowable shear and bearing capacity: P�. 218 Ibs/anchorJ1Minimum anchor ca act 145 Ibs/anchor•P '�`AT 0 F
Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.�.• W `
• ��
5.
ss/ONAL FIC\ \
�111111
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
Roberto Lomas P. E.
Woodford Rd.
vNe. NC 27023
36.38
AI]
79.25
A2
Al
79.25
2 of 3
Manufacturer: Masonite
Report #: 514014A
Date: 10/10/2017
Design pressure: 85.0 psf
Area
Load
Znd.
Max.
Anchor
Cap.
Load
Zone
z
O.C.
Result
(ft)
(Ibs)
(in)
(in)
(Ibs)
Q
(Ibs)
A,
2.3
195
N/A
N/A
145
2
98
OK
AZ
7.7
656
6.00
18.00
145
5
131
OK
36.38
18.19
6.00 TYP. 6.00 TYP.
6.00
1 8"
MAX
O.C.
I
i
6.00
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017
Roberto Lomas P. E.
432 Woodford Rd.
ewisville. NC 27023
Manufacturer: Masonite
Report #: 514014A
Date: 10110/2017
allation 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=2,000PSl 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.
3 of 3
0 F ;
.c►•. �1 OR M
s�ONAI E?G���
//III110
Luis R. Lomas P.E.
FL No.: 62514
10/10/2017