HomeMy WebLinkAboutProduct Approval Florida Building Code Online
71, Znr
lag 114
t ;• ,er, is
,tyrr "hg�gt g}v'r �c xg@^-yid ^ 7
7
.._ -. .._.. ti• •__...- BCIS Home ~Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Lin I<s Search
bProduct
Approval
L,rry USER:Public User
a. r
Product Approval Menu>Product or Application Search>Application List>Application Detail
".� FL# FL22378-R6
Application Type Revision
` Code Version 2017
Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
E
Comments
3 iM1 S
Archivedyg p
}WProduct Manufacturer Masonite International
33 ` � L
,y � = Address/Phone/Email 1955 Powis Road !■�®
t SK
u " h West Chicago,IL 60185
(800)663-3667
sschreiber@masonite.com
pt
Authorized Signature Steve Schreiber
sschreiber@masonite.com REVIEWED FOR
Technical Representative
CODE COMPLIANCE
{j
Address/Phone/Email
ST. LUCIE COUNTY
I �`f
t•` � Quality Assurance Representative BOCC ;
ti Address/Phone/Email
Category Exterior Doors
w; Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
1
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
/tea TAS 202 1994
TAS 203 1994
rR �� Equivalence of Product Standards
Certified By
t:
}5r
Product Approval Method Method 1 Option A
littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?parain=NvGEVXQwtDgs 3M6in9%2fK8XPIOX7v28 W DoOMX5ini9306VsY 1 Xv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
Florida Building Code Online
Date Submitted 01/25/2019
Date Validated 01/28/2019
Date Pending FBC Approval
Date Approved 02/04/2019
F a of Products _
Model,Number or Name Description i
22378.1 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single Door
Door Unit .i
Limits of Use Certification Agency Certificate
.i
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.2df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions
i. Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
t
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. T-0"x 6'-8" max nominal size. Hurricane I Evaluation Reports
1 protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514010A.2df
ra anchor details and water performance where required. FL22378 R6 AE 514014A.2df
r � Created by Independent Third Party: Yes
l t 22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door ;
Unit E
Limits of Use Certification Agency Certificate
x r Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.2df
w
Approved for use outside HVHZ:Yes
U pp Quality Assurance Contract Expiration Date
r Impact Resistant:Yes '12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.Ddf
1 Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute 1
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514010A.2df
anchor details and water performance where required. FL22378 R6 AE 514014A.2df
w Created by Independent Third Party: Yes
E~ 22378.3 Stormguard Fiberglass Side-Hinged 16'-8"Opaque I/S Single or Double Door w/or w/o Sidelites �
Door Unit
Limits of Use Certification Agency Certificate I
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.pddf
I
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
k Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FLO170.2df
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management,Institute
t where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514008A.pdf I
anchor details and water performance where required. FL22378 R6 AE 514012A.pddf
+ k Created by Independent Third Party: Yes I
a 22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites
vr3 Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22 7 R6 C NI 07077. 7-R2. f
pp 3 8 CAC 0 0 2d
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
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.12df
a` Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
s where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
" protective system is NOT required. See DWG-MA-FL0170 for FL22378 R6 AE 514008A.pdf
anchor details and water performance where required. FL22378 R6 AE 514012A.Ddf
Created by Independent Third Party: Yes
22378.5 Stormguard Fiberglass Side-Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or Iw/o Sidelites
Door Unit
I
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paramwGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDo0MX5mi9306VsY I Xv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
I
Florida Building Code Online
Limits of Use Certification Agency Certificate
E t
FI 22378 R6
Approved for use in HVHZ:Yes C CAC NI007077.09-R3.odf
' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
4 ?4 Impact Resistant:Yes 12/31/2020
„ Design Pressure: +55/-55 i Installation Instructions
Other: Evaluated for use in locations adhering to the Florida ; FL22378 R6 II FL 0172.pdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 9'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
g: r protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A ILdf
anchor details and water performance where required. FL22378 R6 AE 514012A42.df
I Created by Independent Third Party: Yes —�
22378.6 Stormguard Fiberglass Side Hinged 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites— �
__jDoor Unit
Limits of Use Certification Agency Certificate
C "
Approved for use in HVHZ:Yes FL22378 R6 C GAG NI007077.09-R3.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
t` Impact Resistant:Yes 12/31/2020
Design Pressure: +50/-55 Installation Instructions
f�, Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.pdfdf
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute I
a where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane {Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.odf
° anchor details and water performance where required. FL22378 R6 AE 514012A.pddf
Created by Independent Third Party: Yes
22378.7 Stormguard Fiberglass Side-Hinged 6 8"Impact Glazed O/S Double Door w/or w/o Sldelites
Door Unit
Limits of Use l Certification Agency Certificate
Approved for use in HVHZ:Yes ! FL22378 R6 C CAC NI007077.09-R3.12d
Approved for use outside HVHZ:Yes 1 Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +55/-55 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.[�df
$' 3 Building Code, including the High Velocity Hurricane Zone,and { Verified By: National Accreditation&Management Institute
" where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 6'-8" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO172 for FL22378 R6 AE 514008A.[�df
( %+ anchor details and water performance where required. FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes —
_..---- ............... ——--- — -- --- ---- ---
22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door
r r Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf
., Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions
t y$' Other: Evaluated for use in locations adhering to the Florida j FL22378 R6 II FL0171,12df
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
5 where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.pd
s•
x' anchor details and water performance where required. FL22378 R6 AE 5 401 3A.odf
Created by Independent Third Party: Yes
22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door
Door Unit
w; Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-60 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida { FL22378 R6 II F1_0171.pdf
Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
s R ] where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 3'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
i z protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.pdf
anchor details and water performance where required. FL22378 R6 AE 514013A.pdf
Created by Independent Third Party: Yes
22378.10 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
http://www.foridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs3M6m9%2(K8XPIOX7v28WDo0MX5mi9306VsYIXv4vXZY6A%3d%3d[2/12/20I95:15:24 PM]
Florida Building Code Online
7777777 Door Unit _ I
t
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FI 77378 R6 C GAC NI007077 08 .Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf j
4 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: I
pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports j
protective system is NOT required. See DWG-MA-FLO171 for FI 77378 R6 AE 514007A.pdf
anchor details and water performance where required. FL22378 R6 AE 514011A.12d
� Created by Independent Third Party: Yes
22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque 0/S Single or Double Door w/or w/o Sidelites
Door Unit
f' Limits of Use Certification Agency Certificate y
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 ,pdf 1
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020 I
Design Pressure: +55.0/-50.5 Installation Instructions i
{ Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.[�df
` V Building Code, including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
I„ 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- protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514007A.pdf
anchor details and water performance where required. FL22378 R6 AE 514011A.pdf
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
Door Unit Sidelites
Limits of Use Certification Agency Certificate I
,^. Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +43/-47 Installation Instructions
r Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.[�df
%s t Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&ManagementlInstitute
r + where pressure requirements do not exceed the design Created by Independent Third Party: I I
pressures listed. 12'-0"x W-0" max nominal size. Hurricane Evaluation Reports i
protective system is NOT required. See DWG-MA-FL0173 for FL22378 R6 AE 514007A.pdf
„ r anchor details and water performance where required. FL22378 R6 AE 514011A.[L
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
'y Door Unit Sidelites
- — —...– -- —... ......... ..............
` r Limits of Use Certification Agency Certificate
r fi Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
pt Design Pressure: +47/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.pdf
�. Building Code,including the High Velocity Hurricane Zone, and Verified By: National Accreditation&Management Institute
where pressure requirements do not exceed the design Created by Independent Third Party:
pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.Ddf
anchor details and water performance where required. FL22378 R6 AE 514011A.Ddf I
;t f Created by Independent Third Party: Yes
Y
y •
Contact Us::7601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
' The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
�s
rwrF $ `111 Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-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 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click harp_
;X
Product Approval Accepts:
�;; ^� PW ®O
I
http://www.foridabuilding.org/pr/pr_app_dti.asps?parain=wGEVXQwtDgs3M6tn9%2tK8XPIOX7v28WDoOMX5mi9306VsY]Xv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
NOTICE OF PRODUCT CERTIFICATION
�r -,, -
g Company: Masonite International Corporation Certification No.: NI007077.07-R2
1955 Powis Road Certification Date: 05/22/2017
t West Chicago,IL 60185 Expiration Date: 12/31/2020
4 4 ti Revision Date: 05/02/2018
FQ �lopovu� a Product: Fiberglass Impact Rated Opaque 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 Listing at www.Nainicertification.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&
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
77X-
Maximum Panel Size:3'0"x 6'8"
"
Anchor Details-MA-FLO 170-07/W-1807
Single 10.5 psf 2/9.0 psf a Maximum Panel Size:3'0"x 6'8"
7.5 psf' Anchor Details-MA-FLO170-07/W-1807/W-1835/W-1860
XX I/S Opaque 6'0"x 6'8" +50/-50.5 0 psf Yes NCTL-210-3105-1/ATLNC 0129.01-15/ATLNC 1012.01-16
Double Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO 170-07/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 0129.01-15/ATLNC 1012.01-16
Double 8.25 psf'/8.25 psf Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FLO170-07/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 6'8"
Anchor Details-MA-FLO 170-07/W-1807
XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 3.75 psf/6.0 psfDoor-Yes NCTL-210-31 05-1/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-FLO170-07/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 w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLOl70-07/W-1807
OXO O/S Opaque Door 910"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/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-FLO170-07/W-1807/W-1835
OXXO I/S Opaque Door 12'4"x 6'8" +50/-50.5 0 psf Door-Yes NCTL-210-3105-I/ATLNC 0129.01-15/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-FLO 170-07/W-1807
OXXO O/S Opaque Door 12'4"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
Double w/Sidelites Glazed Sidelite 8.25 psf 2/8.25 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLO170-07/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 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
NAMI AUTHORIZED SIGNATURE:
L0
ICI® MASONITC 149'MAX. OVERALL FWE WIDTH
(p� p
STORMGUARD FIBERGLASS DOOR UNIT 27 MAX 36.375" MAX. .I O
D.L.O.- WIDTH 37.5" MAX. �t O
6'-8"DOUBLE DOOR WITH/WITHOUT SIDELITES WIASTRAGAL FRAME WIDTH10
GENERAL NOTES
4
1. EVALUATED FOR USE N LOCATIONS ADHERING Q
I T A N TO LLI O
THE FLORIDA BUILDING CODE AND WHERE PRESSURE ® ® ® ® U
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ww
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF m •"'., O O F-
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS). ^ W
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING: O w
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNITION TEMP ASTM D1929 752'F > 650 'F 842 'F > 650-F I I i a
RATE OF BURNING ASTM D635 0.56 IN MIN 1.28 IN MfN 1 1
SMOKE DENSITY ASTM D2843 f_53.47. 70.2%
Q
TENSILE STRENGTH' ASTM D638 3.27 DIFF 1,8% DIFF a.0�25( y�a
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED): � 8��N�
TEST DESCRIPTION DESIGNATION RESULT
SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F
RATE OF BURNING ASTM D635 0.0 IN MIN v
SMOKE DENSITY ASTM D2843 39.0% AAdBimb �!• Q
TENSILE STRENGTH- I ASTM D638 3.6% DIFF
+ COMPARATIVE TENSILE STRENGTH AFTER WEATHERING a DOUBLE DOOR UNIT W/SIDELITESa( a
4500 HOURS XENON ARC METHOD 1 ' 8Y
v�i�ilu3lLe)vvim
I
® ® fpEl
0 E3 ®SII IIS®;T7 131111
�1 Hh®SII DO �0II ®
F,a w CL z
ow
Q,
s I'I�jIIII e • o !Qo=OZ 0
II Q4
co lr�Lo o
SINGLE DOOR UNIT DOUBLE DOOR UNIT SINGLE DOOR U1JIT SINGLE DOOR UNIT WfSIDELITES DOUBLE DOOR UNIT ty/SIDELITES n
NN t0 a0 NQ
WITH SIDEUTE WITH SIDELITE N N
_
Lot
STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE I
CONFIG I MAX WIDTH INSWIN I ALL OUTSWIRG INSWING I BUMPER 0 S Z-SERIES O/S
T4 0 S HIGH DAM 500.5S
A
``I
Cup i+60,0 -600.50 N 40.0 D.0 +60.0 -60.0 +60IZ
55.0 !N A +2 -25.0 40.0 00+55.0 .
OXOor XO 75 +500.5 1+55.0 -50.5 +25.0 -25.0 i+40.0 / 40.0 N/A +55.0 -50.5 +55.0 !
XO 112.5 +5I
-50.5 +55.0 ' -50.5 N A +25.0 -25.0 +40.0 -40.0 N A +55.0 -50.5 I+55.0 -50.5 aa,e 4 9 07
OXXO ! 149 +50.0 -50.5 +55.0 -50.5 N A +25.0 -25.0 +40.0 -40.0 N A +55.0 -50.5 I+S5.0 -50.5 Sc�M N.T.S.
TABLE OF CONTENTS -- , DwG. Err: SWS
SHEET #I DESCRIPTION CHK.BY:
-1- -'TYPICAL ELEVATIONS &-GENERAL-NOTES -_-__ KURT BALTHAZOR DRAWING NO,
- ------- ------- -----
FLOR6533 E
--- --- DWG-MA-PLO170-0
2 sANCHORING LOCATIONS & DETAILS -_ __#56533--
3
5 __
3 ANCHORING LOCATIONS do DETAILS sHE�r 1 of 3
a
+n
cr
6" SEE DETAIL _
E' 3" ¢ Q
�- 3n 3n 3" 3"� ( 3n 3� �J
I 6n 6, 6 I —I^6n Sn I— — CO
III_" "II F 6 3"11—I m io __II LLj
U
`n ED n
N Mr W Ln U
Ln
a Q0.SEE DETAIL CA r
n N D" — — LLI
� LI
r
J J
SEE DETAIL SEE DETAIL
c.
W n
o
A M — 3 O 6" I
G H — ' H ty
O p J
r 6' 3"
6 `j 6^
..
- _ I - 3 of Qe oma
3" 3" 3 — 3' �3- 3 6"'f f 6^ al a
6"— SEE DETAIL 6. N En v)N m r
#8 x 2" � A3m
Qk#8 2" "F" /ASTRAGAL RETAINER BOLT HOLE N
HROUGH
#10 x 5/8" ® ® TMUST BE DRILLED HE THRESHOLD &T INTO THE E
STRUCTURE DEEP ENOUGH a`aN
#10 x 5/8� FOR A 1.375" THROW
#8 x 2" #10 x 1" DETAIL "E" ASTRAGAL v= i z
J10 x 2-1/2" ATTACH ASTRAGAL RETAINER BOLT DETAIL "F" ASTRAGAL o~o 0 o j
#10 x I" STRIKE PLATE TO FRAME w w_x
AS SHOWN. Mi nbmrotUll o a z En I�
#10 x 5/8" oo as>a�
DETAIL "C"
DETAIL "D' W + DO 'o
w
11 NN m Q
0.962' N N o
1'INSULATED CUSS f'INSULATED GLASS O
1.375" MEQ /'�'y 1.437" 0.1x4•Neer STN DECORATRE IN3RT G.12r NEAT sLRaarN cc nx nsEnT
��-"^•� o.DSo'SARD D>a 15-1201. (ten D.aDo•su1n1 pa 10-1201.11) CAU
TTT 0.124•NEAT BlNENCTIENED .0124'TEPP. D.124'NEAT STRENG7MED � 247W.
BUTTE.EWµON METAL SPACER 1/2'STE WM.MW.GN METAL SPACER 1/Y 011E W O V m Q z
INSWING THRESHOLD BUMPER 0/S THRESjHOLD HP 0/S THRESHOLD
1 1 Dox 0r5 ^; ;' Daw 000 Dow Das :' DON ess DATE4/9,407
1.482" 1.75" 7.047" M .� scALE1 N.T.S. I
1.437' EffiD98 r 2m=R DWG.BY.- SINS
T T T TYMPAC GLAZING DETAIL A{[$LATE GLAZfN- DETAIL
IMPACT RATED GLASS I��T RATED GLASS
DRAWING N
DanNo.:
Z-SERIES O/S-THRESHOLD -HIGH-DAM O/S THRESHOLD T4-O��RESHOLD -- -- — -- --- --- - - - - ____ _ - _—__ DWG-ArA-FLDTZO-07
SHEET 2 OF 3
u-�
SEE DETAIL -3' 6.' 6"
2 "
"E" SHT.
' cc
3 6" 3" 3 3" 3 i Q CID
"I
" - - i 6" 6"-f
6" 6
I. 6" i I cn O
LLJ O Q
Ln
I W I W =
1 - a SEE DETAIL - I - < ti_ L0 U
is r "D" SHT. 2 1 ,• ! m �• Z 00)H
SEE DETAIL w q
"C" SHT. 2 - n— Ww I - I - w
N w B
M 9
-J � i i o-'
o-- Imo
6.
z
6 I cj & a
3 I 3"-1 � =ai
AftdnIOWN - 3" 3"6 6" -I 3.
SEE DETAIL (- -I !
CpORk¢ ha -- "F" SHT. 2 6"-I 6..-
HARDWARE SCHEDULE a, a
r - rn p In In rn
3333
3}
ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND f,V)m N N m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, AT 5-1/2" CENTERLINE.
SIGNED AND SEALED BY ROBERTO LOMAS, PE w w
FLORIDA 62514 WITH THE LOWEST LEAST 1.IN I 2. 4 ORTISE BUTT HINGES. ��
( >� ) (LEAST) MIN i °"_�. � t. � . 0.25" -__. a a W I
FASTENER RATING FROM THE DIFFERENT FASTENERS "MAx 1"xt/2" CORRUGATEDtoxz" wood SCREW aall-
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM " 3' FROM EACH END 6 FROM EACH END n d»ap z
25' AND 7" OC AND 12" OC
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CLIIN ° E p p p O p O
I o x
#10 WOOD SCREWS, 1/4" TAPCONS, AND #10 TEK SCREWS. ice'' _0.25" wLL
On
A PHYSICAL SHIM M N SHIM SPACE AT EACH '• MAXH `j ALCARY IC ¢a a
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". I CAULK
CL- (-
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY ; _ACRYLIC I m
DISTANCE MIN 1/2". ANCHOR INSTALLATION ' LATEX a ^W
N N Nm fVQ
a
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. ° x 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
1.50" ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN -MA gt0x2-1/2" (4� $1ox2-t/2" uac�maZ
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM WO D SCR S 0 0 SOREWS
/ EACH END EACH END i
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� I- . .,, r w 419 107
MINIMUM EMBEDMENT OF 1-1/4". ® ® SCALE: N.T.S.
:rn
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ®� DwG. av: SINS
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® ® ®® ""`. BY:
DRAWING NO,
— -5. MINIMUM DESIGN VALUE-STRENGTH-OF-ANC-HORS 155 LBS.__ _- ___ _._ __ANCHOR_INSTALLATION INTEGRAL_WOOD_ _ _ _ INTEGRAL_ WW owG-MA-FLono-07.
I MULLION (CHS) MULLION (CHS) sNEET 3 Da 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010A
434-688-0609 Date: 10/10/2017
rllomas,d�lrlomasoe.com
Test Report: N/A
Product: Single door 3'x 6'8"(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/6 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: 9: 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: Fb= 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: %= 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: Im= 1.140 in
Made Im _ Mode I, Made IT Mode III•, Mode III, Mode IV
qm= 636.5 lbs/in qs= 884 lbs/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
Ka= 2.400 KD= 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 Ka= 2.400 Ka= 2.400 Ka= 2.400
Duration Factor: Co= 1.6 Z= 124 lbs Z= 133 lbs Z= 110 lbs
i
Fastener type: 1/4 ITN/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: Z..= 155 lbs/anchor(per interpolation when needed)
Fastener e: #10 Tek screw
Substrate: 18 GA,Steel
Tabulated design value: Z= 1266 lbs
Safety factor: Fs= 4
Allowable Design Value(a,): Z'= 316 lbs/anchor
Minimum anchor capacity: 155 Ibs/amhor
Note:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity.
Anchor calculations,minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load Ind. Max. Anchor
Zone (ft') (lbs) (in) O.G. Cap. Load Result
79.25
]A2
(in) (lbs) Qty (lbs)
Al 2.3 195 N/A N/A 155 2 98 OK
A t A2 7.7 656 6.00 18.00 155 5 131 OK
N����5 R• L 10����i
• 'CEN ;tJJ9�ii,�
*•
' w •�ti
r o • TAT 0 F
0
ONALiE'#\\`�
Luis R. Lomas P.E.
FL No.:62514
1 of 3 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville,NC 27023 Report#: 514010A
434-688-0609 Date: 10/10/2017
rl lomasaIrloma spe.com
Anchor Locations:
36.38
18.19---
6.00 TYP. 6.00 TYP.
I
6.00
T-
is,
MAX
O.C.
I
79.25
i
6.00
I
l
NJ�S R IOE IV
���i��
* ( b'1
.*�
4- TAT 0 F ;
��;jr�'•:c�ORIOP.
s�ONAO#\'``
Luis R. Lomas P.E.
FL No.:62514
2 of 3 10/10/2017
I
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report# 514010A
434-688-0609 Date: 10/10/2017
rl IomasCaNdorna spe.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 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=33KS1/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.
I
I
I
I
I
���� Li 0�����i
*• 051 •�t
._ . ��
�� • TAT 0 F
i0 . 'i
ZN ZOR10P•
ONAU ``�
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 10/10/2017
I
I
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514O14A
434-688-0609 Date: 10/10/2017
rtlomas aNdomaspe.com
Test Report: N/A
Product: Single door 3'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/6 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: or: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fb= 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: 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: 1„= 1.140 in
Mode h, Mode I, Mode II Made III, 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 lbs P= 1900 lbs 8: 1.07 B: 0.57 B: 0.5 8: 0.000
Ko= 2.400 Ko= 2.400 C: -681.799 C: -253.623 C: -521,824 C: -93.6
Zm= 302 lbs Z,= 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 lbs Ko= 2.400 Ko= 2.400 Ko= 2.400 '
Duration Factor: Ca= 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: Hollow block distance 2.00 1 4.00
Minimum embedment: 1.25 in 2.00 130 1 161
Actual edge distance: 2.50 in 4.00 163 1 202
Actual C To C spacing: 3.00 in i
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: Fes, 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: Fn, 14 ksi Ultimate tensile strength: Fw2 22 ksi
Nominal strength per bearing(side member): Rn=2Dt,FN, Rnl= 5320 lbs (Eq J.5-12)
Nominal strength per bearing(main member): Rn=21)t2Fw2 Rn2= 435 lbs (Eq J.5-12)
Nominal strength per tilting: Rn=4.2(t2 31))1/21`N2 Rn= 478 lbs (Eq J.5-13)
Nominal screw shear strength:Rn=A,Fn/1.25 Rn= 654 lbs (Eq J.5-14)
Safety factor: o=3 1
Allowable shear and bearing capacity: P� 145 lbs/anchor
Fastener type: 410 Self tapping screw (Calculations per AISI-5100-12,sections A2.3.2 and E4.3.1) I
Nominal screw diameter: D: 0.190 in Screw shear ultimate strength: F,,, 54.0 ksi
Screw root area: A, 0.0151 in' Per table J3.2 of 2010 Steel Construction Manual 14th Edition
Side member material:Vinyl PVC Main member material: Metal framing
Thickness: t, 1,000 in Thickness: t2 ^^"� '- \\`111" ♦*/J J/`
Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: F„2
Nominal strength per tilting: Rn=4.2(t23D)1/2F„2 Rn= 1001 lbs (Eq E4.3.1-1) \ R• L;O,�I�/�
Nominal strength per bearing(side member):Rn=2.7Dt,F,, Rnl= 7182 lbs (Eq E4.3.1-2 and-4) \\\��i7• • • - .i.
Nominal strength per bearing(main member): Rn=2.7Dt2F„2 Rn2= 1280 lbs (Eq E4.3.1-3 and-5) • �Ci E N'ts ♦�tr ��
•
Nominal screw shear strength:Rn=A,F,J1.25 Rn= 654 lbs ', V10
•• �_
Safety factor: a=3
*• ��`Allowable shear and bead ca c1 P. 218 lbs/anchorn9 Pa ��Minimum anchor capacity: 145 lbs/anchor �10 TAT •(V
00
Note:Anchors with the least capacity is used for calculations to quality anchors with higher capacity, r,+ •
ez, \
Luis R. Lomas P.E.
FL No.:62514
1 of 3 10/10/2017
i
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514014A
434-6ee-0609 Date: 10/10/2017
rllomas(o)Irlomaspe.com
Anchor calculations,minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load Ind, Qty Max. Anchor
�
Zone z O.C_ Cap. Load Result lj 79.25 (ft) (Ibs) (in)
(in) (Ibs) (Ibs)
°2A2 Al 2.3 195 N/A N/A 145 2 98 OK
X'A1` AZ 7.7 656 6.00 18.00 145 5 131 OK
Anchor Locations:
36.38
18.19i
6.00 TYP. 6.00 TYP.
6.00
T--
is^
MAX
O.C.
79.25
I
6.00
I
.�`` s R• 0
X51 •
_ .fir I —
• TAT ; 0 F ;ccyt¢,`
p.%Fd'. 0 RIP
ONAL+
Luis R. Lomas P.E.
FL No.:62514
2 of 3 10/10/2017
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 514014A
434-688-0609 Date: 10/10/2017
rl lomas(MIrlomaspe.com
I
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.
i
i
I
i
RL 0
v••�\GE1V&
*; 0 51 •�r_
TAT 0 F •
�Cr
0/0NAl1EaG`��
11111
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 10/10/2017