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FL# FL22378-R2
�3gn'-'ice Application Type Affirmation
6` ' x Code Version 2017
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Nis f ' WO Application Status Approved
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+ �" �-
& Comments
Archived
Product Manufacturer Masonite International
rs 'Address/Phone/Email 1955 Powis.Road
_K West Chicago,IL 60185
w
-3667
(800)663
sschreber@masonite.com
Authorized Signature Steve Schreiber
RE
' ' sschreiber@masonite.com
� ��
'' it .2 Technical Representative
Address/Phone/Email
Quality Assurance Representative
r x Address/Phone/Email
' Category Exterior Doors
Ur Subcategory Swinging Exterior Door Assemblies
Compliance Method
Certification Mark or Listing
2 h 4-111111111
Certification Agency National Accreditation&Management Institute
a� �s Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
s TAS 202 1994
t TAS 203 1994
'
Equivalence of Product Standards
s�fi u✓ra
Certified By
r i a*v.,
"5x x
T'sY k_0
DI affirm that there are no changes in the new Florida Building
_ yr Code which affect my product(s)and my product(s)are in
x hy ; y� i compliance with the new Florida Building Code.
r , Documentation from approved Evaluation or Validation Entity_ Yes ONo ON/A
littp:/%www.floridabtiilding.org/pr/pr_app_dtl.aspa?parain-wGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDoOZYpgvK4LaKG I VagYyND20w%3d%3d[1/16/2018 9:43:27 AM]
Florida Building Code Online
r protective system is NOT required. See DWG-MA-FLO171 for FI 22378 R2 AE 514009A odf
ot anchor details and water performance where required. FL22378 R2 AE 514013A.Rdf
; Created by Independent Third Party: Yes
K
r 22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit
f
F i Limits of Use Certification Agency Certificate
a r FL22378 R2 C CAC NI007077.08 .odf
s _,, Approved for use in HVHZ:Yes
' sA Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
s � = Impact Resistant:Yes 12/31/2020
Design Pressure: +50.0/-50.5 Installation Instructions
�d Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FLO171.12df
Building g Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
,v � . where pressure requirements do not exceed the design Created by Independent Third Party:
y4 x �N pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
m� rf
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514007A odf
1.4
,i sx anchor details and water performance where required. FL22378 R2 AE 514011A.rdf
.x Created by Independent Third Party: Yes
h , RR
Gh rt � zu3
22378.11 !Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
r Door Unit
Limits of Use Certification Agency Certificate
SSS; Y° , x Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.08 .Rdf
fr `fu r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
4 �s�fK� Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0171.odf
{� � # Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
�6j�4 g' 41, where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
e �
{ > J protective system is NOT required. See DWG-MA-FLO171 for FL22378 R2 AE 514007A.odf
anchor details and water performance where required. FL22378 R2 AE 514011A.odf
: z
Created by Independent Third Party: Yes
22378.12 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed I/S Single or Double Door w/or w/o
rC 2 "
Door Unit Sidelites ;
w
Certification Agency Certificate Limits of Use I
Approved for use in HVHZ:Yes FL22378 R2 C CAC NIO07077:04 .pdf
c Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
}F 5 ,NR x�� Design Pressure: +43/-47 Installation Instructions
" 1 Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0173.odf
5 ctz� �;v
pt,
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 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0173 for FL22378 R2 AE 514007A.odf
anchor details and water performance where required. FL22378 R2 AE 514011A. df
r , t Created by Independent Third Party: Yes
22378.13 Stormguard Fiberglass Side-Hinged 8'-0"Impact Glazed O/S Single or Double Door w/or w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
� rx 'Approved for use in HVHZ:Yes FL22378 R2 C CAC NI007077.04 .pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +47/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R2 II FL0173.p_df
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:
�r t
pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
;4
,�'4�f�,x �„,��s.��. protective system is NOT required. See DWG-MA-FL0173 dor FL22378 R2 AE 514007A.pdf
s -
c anchor details and water performance where required. FL22378 R2 AE 514011A.Ddf
Created by Independent Third Party: Yes
rX
60-� �
� 4� �
fly . Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
x� {
The State of Florida Is an AA/EEO employer.copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
le.- 3h4•,y� 2,
w�'xmiUnder Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
littp:%www.floridabitilding.org/pr/pr_app_dti.asps?parainwGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDoOZYpgvK4LaKGI VagYyND2Ow%3d°/a3d[I/16/2018 9:43:27 AM]
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI007077.07-R1
4 1955 Powis Road Certification Date: 05/22/2017
West Chicago, IL 60185 Expiration Date: 12/31/2020
Revision Date: 09/27/2017
Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites
=f• 2-: (w/Wood Frame or Worldwide Composite Frame3 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 Listine at www.Nainicertificatioti.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
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 0 1 29.02-15/ATLNC 1012.01-16
Single Maximum Panel Size:3'0"x 6'8"
X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf/6.0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/A'I'LNC 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
Double Maximum Panel Size:3'0"x 61"
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-210-3105-1/ATLNC 0 1 29.01-15/ATLNC 1012.01-16
Double 8.25 psf 2/8.25 psf' 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" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/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 61"
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-210-3(05-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelite Glazed Sidelite 8.25 psf'/9.0 psfSidelite-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 I/S Opaque Door 910"x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single%v/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 9'67x 6.8" +55/-50.5 3.75 psf/6.0 psf Door-Yes NCTL-210-3 105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Single w/Sidelites Glazed Sidelite 8.25 psf 2/9.0 psf' 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 618" +50/-50.5 0 psf Door-Yes NCTL-210-3105-1/ATLNC 0129.01-IS/ATLNC 1012.01-16
Double 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
OXXO O/S Opaque Door 12'45'x 6'8" +55/-50.5 1 3.75 psf/6.0 psfDoor-Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites Glazed Sidelite 8.25 psf'-/8.25 psf' 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
1-Denotes Meries Threshold Design 2-Denotes High Dam Threshold Design 3-1%1-1815 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.
•---•--•- 149"hIAX. OVERACT. FRAME WIDTH
21 MAX 36.375" MAX. .
U
STORMGUARD FIBERGLASS DOOR UNIT D.L.O.-- 37.5" MAXO
--PANEL WIDTH-
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES i FRAME WIDTH
W/ASTRAGAL f� O ;
SrFJIESAL.IISLi�S
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO _ W 6 Q
THE FLORIDA BUILDING CODE AND WHERE PRESSURE ® Il l ® 0-
U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ! Lr)Cx.)
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Ln
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF w N
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). °` f
POLYURETHANE CORE INDEX OF 50 6
S
3 AND SMOKE EVELOPEDLINPSPREAD
INDEX 0 PER ASTM E84. I I T
4 PLASCS TESTING: (0
TEST TIDESCRIPTION DESIGNATION FACING LITE FRAME _
SELF IGNITION TEMP I ASTM D7_929 1 752'F > 650'F 642 'F > 650 'F f,
I
RATE OF BURNING ASTM_D835 10.56 IN/MIN _ 11.28 IN MIN __ c�
SMOKE DENSITY ASTM D2843 53.4% f3
$� ••
TENSILE STRENGTH' ASTM 0638 3.2% DIFF 1.8% DIFF }.¢
J
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): __ b J 9
I ro m
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 779 'F> 650-F
RATE OF BURNING ASTM 0635 0.0 IN MIN m
SMOKE DENSITY ASTM 02843 39.0% i 0 0
TENSILE STRENGTH- ASTM D638 3.6% DIFF A�P1dW111(INI�/ rrl a
• COMPARATIVE TENSILE STRENGTH AFTER WEATHERING , DOUBLE DOOR UNIT W/SjQE.LIT,E$ aI. al
4500 HOURS XENON ARC METHOD 1 RByB40dBr 3 3 3>
UAiB Revi rn In rn°�
ZZ-O
® ® ® ® ® ® ® ® ® ® ® ® - ® ® ® ® N
�w
r
o z
• • • • 0 j c) Q
�r-Lno
SINGLE DOOR UNIT DOUBLE DOOR UN R ,SINGLE DOOR UNIT SINGLE DOOR Ufjjj SINGLE DOOR UNIT W $jDE IT DOUBL£�OQR UNIT W/SIDELITES N N N N Q
WITH SIDELITE WITH SIDELRE 0
STRUCTURAL - WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING _ REQUIRED TO BE 15% OF DESIGN PRESSURE _
C IG MAX WIDTH _INSWING INSWING BUMPER 0 S Z-SERIES 0 S T4 O S HIGH DAM 0 S
X
37.9'r +60.0 -65.0 +60.0 -6o.0 N/A +25.-01--25.0_ +40.0 -40.0 +60. -60.0 +60. -60.0 o c�m¢Z
74 + 0.0 -50.5 N A +2 .0 -25.0 +40.0 -40.0 +55.0 - 0.5 t55.0 50.5
OX or XO 75 +50.5 -50.5 +55.0 -50.5' NIA +25.0 -25.0 +40.0 -40.0 +55.0 -50.5 .+55.0 1 50.
0X0 _112.5 +50.5 -50.5 +55.0 -50.5 N A -- +25.0 -25,0 +40.0 -40.0 +55.0 -50.5 +55.0 _50.5_ DATE. 419107
OXXO 149 +50.0 - 0.5 +55.0 -50 5 N A +25.0 _25.0 +40,0 -40.0 +55.0 -50.5 +55.0 50.5 scALE: N.T.S.
owc.TN: SWS
TABLE OF CONTENTS
- -- --
SHEET j/ DESCRIPTION ..._....•- OPAV
aNG1 TYPICAL ELEVATIONS & GENERAL-NOTES KURT FLORIDAP.E. DwG-m no:
2 ANCHORING LOCATIONS & DETAILS IDA P.E. DWG-MA-FL0170-07
__.._ #56533
3 ANCHORING LOCATIONS & DETAILS sNtr 1 of 3
00
H6'1— SEE DETAIL 3„ — 6" ¢(gyp
33" 0 II I �0
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e M04
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LU
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a a SEE DETAIL
Ld
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SEE DETAIL a
„C„ — A — W W — — SEE DETAIL
O 0 6 u =
A n A B i H �$
a �
�' r 6" 3' S m
I I I 11 6„ I 6" I� 1 I — o
I I �
I3„ „I o o
3" 1
3" 3" 3.. T.3 3 6""1 ` 6"SFE DETAIL 6" #8 x 2 " to 3 3 m
ASTRAGAL RETAINER BOLT HOLE c' m w
® ® MUST BE DRILLED THROUGH
10 x 5
#8 x 2" /8' ° THE THRESHOLD & INTO THE N
STRUCTURE DEEP ENOUGH ¢a Ln
#10 x 5/8" FOR A 1.375" THROW aa�
#8 x 2' #10 x I" DETAIL "E" ASTRAGAL •r��o z
10 x 2—i 2' DETAIL "F" ASTRAGAL ~1n o 0
p # / ATTACH ASTRAGAL RETAINER BOLT o 0 5:3 =
#10 x I" STRIKE PLATE TO FRAME mdendun to lt" o =0
J10 x 5/8" AS SHOWN. : N>d
DETAIL "C" fleTi9xedBy
DETAIL "D" f9Revren ^
w
NNNNQ
0.962"1 0.124'HEAT STRENGTHEN DECO VE INSERT 0.124'HEAT STRENG ED ECORATIVE INSERT
1. (0 �) 0.090'SPFLE%(NDA 15-1201. (OPTIONAL) a'
1.375" 0.090'SAFLEX(NDA 15-1201.11)
0.124•HEAT STRENOVE'NED 4'TEMP. 0.124'HEAT STRENGTHENED .0124•TEMP.
T T
INSWING THRESHOLD BUMPER Of S THRESHOLD 1/2'WTE 1/2•SITE cc.)
m¢Z
DATE: 4 9 07
DOW 995 '�` DOW 995 DOW 995 '� DOW 995
M, "..' sCM.E N.T.S.
1.482"ff��m ...1.75" 1.047" 1.437" yv 41 "v. SWS
y"; DWG BY:
T T TEIQE6IDE CHK.SY:
P GLAZING DETAIL ALTERNATE GLAZING AIL DRAWING NO.:
SERIES 0/S THRESHOLD HIGH DAM 0/S THRESHOLD T4 0/S THRESHOLD PACT RATED GLASS IMPACT RATED GESS owc-ADA-FTot7o-m
SHEET OF 3
L0
SEE DETAIL — 3,. 6"-•^ — 6"
cc
"E" SHT. 2 p `-
Z �
I—s s"—I—,- s. I - I I—s" s10
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SEE DETAIL Lou
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I3" 3_ xAddendum toNAAtl " I 3"6 _ 6 -I 3" I` %0 c�
SEE DETAIL s"— I— _ _i �—6" o o
faNTDa6onND:�ti�0 "F" SHT. 2 6,.— _ o l
Dae
• HARDWARE SCHEDULE _ o_ tn ul m(n
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND V)uul U)
ATTACHMENT DETAIL SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
i
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE. y
SIGNED AND SEALED BY ROBERTO LOMAS, PE "-'" -'--
1.25" -- 2. 4" X 4" FULL MORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN I °" <a�
FASTENER RATING FROM THE DIFFERENT FASTENERS —MAX 1"A 2" CORRUGATED s"19x2" WOOD SCREW a a r
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3" ROM EACH END FROM EACH END o 0
25" AND 7" OC AND 12" OC r N a
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� I- IN ,Do u,
#10 WOOD SCREWS, t/4" TAPcoNs AND #10 TEK SCREWS. _o o&v 0
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH '�•: SHIM ACRYUG a> m o
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". LATEX -
CAULK
CL (—
WOOD SCREW EDGE DISTANCE MIN 3/4 TEK SCREW EDGE TYPICAL MASONRY �r^ —ALATEX �^o
DISTANCE MIN 1/2". ANCHOR INSTALLATIONS CAULK CL m m Np tj
' NNN
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO - 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD � tU)
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
tMIN' _
I 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM M 3 1Ox2-1/2' (4% glOx2-1/2" o 0 m a Z
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM o D SCREWS obo scREws
/ EACH END EACH END
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� I— r„ DATE: 4 9 O7
MINIMUM EMBEDMENT OF 1-1/4". � 1 ® ® sc F-- N.T.S.
AITiJ ® .
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO 1 ona BY. sws
TRANSFER LOADS TO STRUCTURE. ® ® m® CHIC.By.
TYPICAL WOOD BUCK DPAWING Ho.:
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WW DWG-MA-FL0170-07
MULLION (CHS) MULLION (CHS) SHEEP 3 ol3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer Masonite
Lewisville.NC 27023 Report#: 514008A
434-688-0609 Date: 10/10/2017
rilomasidlrlomaspe.corn
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.
Anchor capacity in shear condition:
Solid members w/b w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,NDS 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,b= 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: t,,= 1.500 in
Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel bearing length: I,= 1.000 in Main member dowel bearing length: 1,,= 1.140 in
Mode I„ Mode I, Mode II Mode III,, Mode III, Mode IV
qm= 636.5 lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61 lbs P= 884 lbs 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
Z„= 302 lbs Z,= 368 lbs P= 331 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2,400 P= 297 lbs P= 319 lbs P= 263 lbs
Min.Design value: Z= 110 lbs Z= 138 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
Allowable Design Value(ZCD): Z.= 175 lbs/anchor
Fastener type: 1/4 ITW Topcon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate:Hollow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4-00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Zl•= 155 Ibs/anchor
(per interpolation erpolMion when needed)
Fastener type: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value(ZFs)-. Z'= 316 lbs/anchor
Minimum anchor capacity: 155 lbs/anchor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
Al,-� Ai t Area Load Ind. Max. Anchor
Y Y Zone o.c. cap. Load aes<,It
nz- Az 79.25 (ftZ) (lbs) (in) (in) i7�) try (lbs)
Ji Ji Ar 2.3 138 N/A I N/A 155 1 1 138 1 OK
1 ) AZ 7.7 463 6.00 21,00 155 1 5 93 1 OK
72.75 A3 7.7 463 N/A I MIA 155 1 3 154 1 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor `�� IS R 0 //
�A/t A4 A4flAl Zone O.C. C Load Result • • • • • "�
A I Y Y (ftZ) (lbs) (in) (in) (Ib) Q� (Ib5) ` E & gCP'-,eI^ /� 79.25 At 2,4 146 N/A N/A 1551 146 OK A4 A4 Az 7.9 473 6.00 21.00 155 5 95 OK a ■
A3 7.8 468 N/A N/A 155 4 117 OK TAT 0 F `
147.75 Aa 2.3 138 N/A N/A 155 1 138 OK �� •
Ag 7.7 463 N/A N/A 155 3 154 OK % • +
• <C/
0 Z0R00'.
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Luis R. Lomas P.E.
FL No.:62514
1 of 4 10/10/2017
L. Roberto Lomas P.E.
1492 Woodford Rd. Manufacturer. Masonite
Lewisville.NC 27023 Report#: 514008A
434-686-0609 Date: 10/10/2017
rI l0 masCc)l rlomaspe.corn
Anchor Locations:
Double door
36.38 36.38
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 7YP.
6.00
18'
MAX
O.C.
i
I
79.25
i
6.00
R i tLf 0OROVO
'�����i
40 IV
Luis R. Lomas P.E.
2 of 4
FL No.:62514
10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville.NC 27023 Report#. 514008A
434-688-0609 Date: 10/10/2017
rlioniaS�I rlonmaspe.corn
Double door with sidelites
37.50 36.38 36.38 37.50
18.75 TYP.
6.00 TYP. 6.00 TYP. 18.19 TYP.
3.00 TY .
6�.j00
I
18'
MAX
O.C.
i
i
I
79.25
t
6.00
i
�51
�yD , TAT OF.00
sZ ORI aG\���
Luis R. Lomas P.E.
FL No.:62514
3 of 4 10/10/2017
L. Roberto Lomas P.E-
1432woodrordRd. Manufacturer. Masonite
Lewisville.NC 27023 Report#. 514008A
034-688.0609 ., Date: 10/10/2017
rIIomasl0?I rlomasoe.corn
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 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 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=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.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-112"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.
to
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w CC
TAT
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s1ONAL1E0����
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017
L. Roberto Lomas P.E.
1432WOOdfonrPd. Manufacturer: Masonite
Lewisville.NC 27023 Report#. 514012A
434-e88-0609 Date: 10/10/2017
rllomas(r)Jrlomasoe.com
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/A w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2012,NDS 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: Fyp= 80,000 psi
Side member:PVC Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: t„= 1.500 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
Mode I„ Mode I, Mode II Mode IIIm Mode III, Mode IV
qm= 636.5 lbs/in qs= 1900 lbs/in A: 0.0005 A: 0.00066 A: 0.00092 A: 0.00105
P= 725.61 ibs P= 1900 lbs 8: 1.07 8: 0.57 8: 0.5 8: 0.000
Kz,= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6
Z,= 302 lbs 4= 792 lbs P= 510 lbs Ms= 46.8 in-lbs Mm= 46.8 in-lbs
Ko= 2.400 P= 324 lbs P= 529 lbs P= 299 lbs
Min.Design value: Z= 125 lbs Z= 212 ibs Ko= 2.400 Ka= 2.400 Ko= 2.400
Duration Factor: Co= 1.6 Z= 135 lbs ' Z= 221 lbs Z= 125 lbs
Allowable Design Value(ZCo): Z'= 199 lbs/anchor
Fastener type:1/4 ITW Tapeon Tabulated values
N.O.A.16-1222.06 edge spacing(in)
Substrate:Hallow block distance 2.00 4.00
Minimum embedment: 1.25 in 2.00 130 161
Actual edge distance: 2.50 in 4.00 163 202
Actual C To C spacing: 3.00 in
Allowable Design Value: Z•`= 155 lbs/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: A, 0.0151 in'
Actual edge distance: de: 1.085 in Screw shear ultimate strength: Fs, 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: Fa,, 14 ksi Ultimate tensile strength: F,,,Z 22 ksi
Nominal strength per bearing(side member):Rn=2DttFni Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member):Rn=2Dt2Fr„Z Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting:Rn=4.2(t23D)1'2F,„Z Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength:Rn=A,F„/1.25 Rn= 654 lbs (Eq J.5-14)
Safety factor: D=3
Allowable shear and bearing capacity: P. 145 ibs/anehor
Fastener type: #10 Self tapping screw (Calculations per AISI-S100-12,sections A2.3.2 and E4.31)
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F. 54.0 ksi
Screw root area: Ar 0.0151 inZ Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material:Vinyl PVC Main member material:Metal framing
Thickness: tj 1.000 in Thickness: tZ O.C"^
Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: F„Z \,`,� N/
Nominal strength per tilting:Rn=4.2(t2'D)u2Fv2 Rn= 1001 lbs (Eq E4.3.1-1) `�`` R. O,�I
Nominal strength per bearing(side member):Rn=2.7Dt,F„, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) ��J\•• • • • . � �j
Nominal strength per bearing(main member):Rn=2.7Dt2F,e Rn2= 1280 lbs (Eq E4.3.1-3 and-5) `�••��G N s •.rP-j
Nominal screw shear strength:Rn=A,F„/1.25 Rn= 654 lbs •• �_
Safety factor: Oz 3 *• 0_j�5'�
Allowable shear and bearing capacity: Pm 218 ibs/onchor w g ■
Minimum anchor capacity: 145 lbs/anchar �.A
TAM F �
• 4=
Note:Anchors with the least capacity is used forca/culations to qualify anchors with higher capacity.
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fli
Luis R. Lomas P.E.
FL No.:62514
1 of 4 10/10/2017
L. Roberto Lomas P.E.
14332 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report It. 514012A
434-688.0609 Date: 10/10/2017
rllomasrrJldomaspe.corn
Anchor calculations,minimum required anchors
36.38 36.38 Design pressure: 60.0 psf
A� l TA Area LoadInd. � Anchor
Y (ftZ) (lbs) (in) Qty
Zone O.C. Cap. Load Result
t
Az^ �Az `79.25 (in) abs) Obs)
Al N,, At Al 2.3 138 N/A N/A 145 1 138 OK
.4 AZ 7.7 463 6.00 1 21.00 145 5 93 OK
72.75 A3 7.7 463 N/A N/A 145 4 116 OK
37.50 36.38 36.38 37.50 Design pressure: 60.0 psf
Area Load Ind. Max. Anchor
Al A4 A4 Al Zone O.C. Cap. Load Result
Y Y Y Y (ft)Z abs) (in) (in) (lb.) "t1' Ob.)
�� /� 79.25 Al 2.4 146 N/A N/A 145 2 73 OK
Al Aa A4 Al AZ 7.9 473 6.00 21.00 145 5 95 OK
} A3 7.8 468 WA N/A 145 4 117 OK
147.75 A4 2.3 138 1 WA N/A 145 1 1 138 OK
As 7.7 463 1 WA N/A 145 4 116 OK
Anchor Locations:
Double door
i 36.38 36.38
6.00 TYP. 5.00 TYR 18.19 TYP.
3.00 TYP.
6.00
18'
MAX
O.C.
f
79.25
6.00
_��;•.*\CENs tP
; � 4051 -yt=
-4'sTAT OF •
�zz
'.c�s:cZ 0RVO G`1K-
j��01M. `ti?��`�
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 i# 514012A
434-688-0609 Date: 14/10/2017
d IORIas.�I rlorllas0e.coin
Double door with sidelites
37.50 1 36.38 36.35 37.50
18.75 TIP.
6.00 TYP• 6.00 TYP. 18.19 TYP.
3.00 TYP.
6.00
Z-
18
MAX
O.C.
79.25
6.00
t
����g R• O
1 y. C �
�� 1 • r
.A-X6
A , TAT OF • �;
i�'�F':��0RIO:
•
Luis R. Lomas P.E.
3 of 4
FL No.: 62514
10/10/2017
6
L. Roberto Lomas P.E.
1432 Woodford Rd. manufacturer Masonite
Lewisville.NC 27023 Report# 514012A
434-688-0609 Date: 1 011 0/201 7
r1lornas(8i?Irlomaspe.corn
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2)(BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 11/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 112'
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
2. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1141 TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4'MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2112"
MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN BELOW.
1 FOR ANCHORING THROUGHFRAME INTO METAL STRUCTURE USE#10 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 1121 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=33KSUFU=52KS]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. IX 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.
ot I I 1/1/�
0
NN -N
TAT AOF
�,a-�fis 0 RXO�--A,
ONAL
��E����`
Luis R. Lomas P.E.
FL No.: 62514
4 of 4 10/10/2017