HomeMy WebLinkAboutProduct approvals, ext door Florida Building Code Online
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Product Approval Menu>Product or Application Search>Application List>Application Detail
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FL# FL22378-R6
m :
Application Type Revision
Code Version 2017
N° Application Status Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
k Comments
�xs
Archived p
CEIVEQ
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road JUL 10 2020
g
West Chicago, IL 60185
' (800)663-3667
Lucie County,� sschreiber@masonite.com ST. Permitting
Authorized Signature Steve Schreiber
sschreiber@masonite.com
` ti•Cx W XF "
Technical Representative
$: Address/Phone/Email
r 4�4 Quality Assurance Representative
} Address/Phone/Email
h q 3
Category Exterior Doors
} Subcategory Swinging Exterior Door Assemblies
Compliance Method
Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Ka
Validated By National Accreditation&Management Institute
4 yY t.
Referenced Standard and Year(of Standard) Standard Year
' t4 TAS 201 1994
TAS 202 1994
u
TAS 203 1994
c Equivalence of Product Standards
Certified By
X � A
Product Approval Method Method 1 Option A
http:/hvww.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgs3M6m9%2fK8XPIOX7v28WDoOMX5mi9306VsYiXv4vXZY6A%3d`/a3d[2/12/20195:15:24 PM]
i
Florida Building Code Online
Date Submitted 01/25/2019
Date Validated 01/28/2019
Date Pending FBC Approval
Date Approved 02/04/2019
v`th at, Tx - - . —
Summary.of Products
FL.# . " Model, Number_or Name Description '
22378.1 Stormguard Fiberglass Side-Hinged 6-8"Opaque I/S Single Door
, = Door Unit
; Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2. df
s " k Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
_ r Impact Resistant:Yes 12/31/2020
x J
Design Pressure: +60/-65 Installation Instructions
, 7 Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
y k a 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. 3'-0"x 6-8" max nominal size. Hurricane Evaluation Reports
" l protective system is NOT required.See DWG-MA-FLO170 for FL22378 R6 AE 514010A.pdf
W anchor details and water performance where required. FL22378 R6 AE 514014A.pddf
I Created by Independent Third Party: Yes
f , 22378.2 Stormguard Fiberglass Side-Hinged 6-8"Opaque O/S Single Door
Door Unit
- t Limits of Use —� Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.12df
Approved for use outside HVHZ:;Yes Quality Assurance Contract Expiration Date
a r Impact Resistant:.Yes 12/31/2020
e x Design Pressure: +60/-60 Installation Instructions
t Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pddf
rtA =y 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. 3'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is.NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514010A.pdf
anchor details and water performance where required. - FL22378 R6 AE 514014A.pdf
l Created by Independent Third Party: Yes
a
s' 22378.3 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit
A z= Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.pddf
�rx Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
Design Pressure: +50.5/-50.5 Installation Instructions
d Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0170.pdf
{ Yn 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:
h ' pressures listed. 12'-0"x 6-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514008A.pdf
anchor details and water performance where required. FL22378 R6 AE 514012A.{Ldf
k Created by Independent Third Party: Yes
k
rb x 22378.4 — Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites
r
Door Unit
Limits of Use Certification Agency Certificate
x Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.07-R2.pdf
Approved for use outside HVHZ:,Yes Quality Assurance Contract Expiration Date
x Impact Resistant:Yes 12/31/2020
Design Pressure: +55.0/-50.5 Installation Instructions
a Other: Evaluated for use in,locations adhering to the Florida FL22378 R6 II FL0170.}�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: .
pressures listed. 12'-0"x 6-8"max nominal size. Hurricane Evaluation Reports`
_. protective system is NOT required. See DWG-MA-FLO170 for FL22378 R6 AE 514008A.[2_df
anchor details and water performance where required. FL22378 R6 AE 514012A.pddf
" Created by Independent Third Party:Yes
MUTI
�q
:# 22378.5 Stormguard Fiberglass Side Hinged 6'-8"Impact Glazed I/S or O/S Single Door w/or w/o Sidelites
Door Unit
— — —-- --�
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDoOMX5ini9306VsYIXv4vXZY6A%3d%3d[2/12/2019 5:15:24 PM]
Florida Building bode Online
4XMI Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.Ddf
� � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
a f� Design Pressure: +55/-55 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:
a'
pressures listed. 9'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
' protective system is NOT required. See DWG
for 7 p y q o FL223 8 R6 AE 514008A.pdf
z anchor details and water performance where required. FL22378 R6 AE 514012A.2df
Created by Independent Third Party: Yes
w 22378.E Stormguard.Fiberglass Side-Hinged 6-8"Impact Glazed I/S 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 CACNI007077.0 -R3.Ddf
I Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
` Design Pressure: +50/-55 Installation Instructions
# Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.�df
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
a #qc k: 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.12df
anchor details and water performance where required. FL22378 R6 AE 514012A.(Ldf
€ Fir Created by Independent Third Party:Yes
~{ 22378.7 Stormguard Fiberglass Side-Hinged 6-8"Impact Glazed O/S Double Door w/or w/o Sidelites
Door Unit
'} 1 •:
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.09-R3.2df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
t Design Pressure: +55/-55 Installation Instructions
s x Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0172.12df
Building Code, including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
xs where pressure requirements do not exceed the design Created by Independent Third Party:
i
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.pdf
anchor details and water performance where required. FL22378 R6 AE 514012A.pdf
Created by Independent Third Party: Yes
—
�M .; 22378.8 Stormguard'Fiberglass Side-Hinged 8'-0".Opaque I/S Single Door
9 Door Unit
Limits of Use Certification A enc Certificate
Agency
' f Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pddf
s Approved for use outside HVHZ:Yes pp Quality Assurance Contract Expiration Date
3 " Impact Resistant:Yes 12/31/2020
Design Pressure: +60/-65 Installation Instructions
Y , } Other: Evaluated for use in locations adhering to the Florida . FL22378 R6 II FL0171.12df
r 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. 3'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
r,
protective system is NOT required. See DWG-MA-FL0171 for FL22378 R6 AE 514009A.[Ldf
i r`r anchor details and water performance where required. FL22378 R6 AE 51401 3A.pdf
Created by Independent Third Party: Yes
- ' 22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door
s" Door Unit
r Limits of Use Certification Agency Certificate T
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
[ w1 Design Pressure: +60/-60 Installation Instructions
1CCE '' = Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.Ddf
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. T-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
r jr ,• protective system is NOT required. See DWG-MA-FLO171 for FL22378 R6 AE 514009A.Ddf
anchor details and water performance where required. FL22378 R6 AE 514013A.12df
Created by Independent Third Party: Yes
4
F22378.10 Stormguard Fiberglass Side-Hinged 8'-0 Opaque I/S Single or Double Door w/or w/o Sidelites
bttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgs3M6m9%2fK8XPIOX7v28 WDoOMX5ini9306VsY I Xv4vXZY6A%3d°/`3d[2/12/2019 5:15:24 PM]
Floriya Building Code Online
Door Unit
l Limits of Use Certification Agency Certificate,,',
Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08-.12df
f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2020
o � Design Pressure: +50.0/-50.5 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL0171.pdf
Building.Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
v Ia r
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-FL0171 for FL22378 R6 AE 514007A.pdf
anchor details and water performance where required. FL22378 R6 AE 514011A.(d
Created by Independent Third Party: Yes
Ls k w 22378.11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
n fir; r, Door Unit
>x Limits of Use Certification Agency Certificate
's s Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.08 .pdf
5 a r5,3 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 FL0171.(�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:
41
pressures listed. 12'-0"x 8'-0" max nominal size. Hurricane Evaluation Reports
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
�" ap'�
_-° 22378.12 Stormguard Fiberglass Side-Hinged - 8'-0"Impact Glazed I/S Single or Double Door w/or w/o
Door Unit Sidelites
r' S ` Limits of Use Certification Agency Certificate
¢ � ° Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pddf
�41 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
$� r � Impact Resistant:Yes 12/31/2020 -
: � V Design Pressure: +43/-47 Installation Instructions
Other: Evaluated for use in locations adhering to the Florida FL22378 R6 II FL 0173.12df
C f rv3 i Building Code,including the High Velocity Hurricane Zone,and Verified By: National Accreditation&Management Institute
a where pressure requirements do not exceed the design Created by Independent Third Party:
t pressures listed. 12'-0"x 8'-0"max nominal size. Hurricane Evaluation Reports
protective system is NOT required. See DWG-MA-FL0173 for FL22378 R6 AE 514007A.pdf
h 1
anchor details and water performance where required: FL22378 R6 AE 514011A.pdf
1 y g Created by Independent Third Party: Yes
AIK
y < ` 22378.13 Stormguard Fiberglass Side-Hinged 8'-0" Impact Glazed O/S Single or Double Door w/or w/o
Door Unit Sidelites
- jx +rr
Limits of Use Certification Agency Certificate
2r ? Approved for use in HVHZ:Yes FL22378 R6 C CAC NI007077.04-R6.pddf
t` 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 R6 II FL 0173.12df
r h 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
e protective system is NOT required. See DWG-MA-FLO173 for FL22378 R6 AE 514007A.pdf
t anchor details and water performance where required. FL22378 R6 AE 51401 1 A.pdf
" Created by Independent Third Party: Yes
S Contact Us::7601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
I+ T 31
"k 3 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
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 850.487.139S.*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 here_.
Product Approval Accepts:
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgs3M6in9%2fK8XPIOX7v28WDoOMX5mi9306VsYlXv4vXZY6A%3d%3dt2/12/2019 5:15:24 PM)
NOTICE OF PRODUCT CERTIFICATION
-,4Q�p�aA�.ctsh�fToyq` Company: Masonite International Corporation Certification No.: NI007077.07-R2
1955 Powis Road Certification Date: 05/22/2017
West Chicago,IL 60185 Expiration Date: 12/31/2020
` Revision Date: 05/02/2018
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 Listine at wwiv.Nam icertification.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&
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-FLO170-07/W-1807
Single 10.5 psf 1/9.0 psf; Maximum Panel Size:3'0"x 6'8"
7.5psf' Anchor Details-MA-FLO170-07/W-1807/W-1835/W-1860
XX I/S Opaque 6'0"x 6'8" +501-50.5 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-FLO170-07/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 Z/825 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" +50.51-50.5 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" +551-50.5 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 z/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLO 170-07/W-1 807/W-1 835
OXO I/S Opaque Door 910"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/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FLO170-07/W-1807
OXO O/S Opaque Door 910"x 6'8" +551-50.5 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 psf2/9.0 psf' Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-MA-FL0170-07/W-1807iW-1835
OXXO I/S Opaque Door 12'4"x 6'8" +501-50.5 0 psf Door-Yes NCTL-210-3105-1/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" +551-50.5 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 z/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
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:
- I
i MASQNITC 149"MAX. OVERALL FRAME WIDTH O
STORMGUARD FIBERGLASS DOOR UNIT 21" MAX 36.375" MAX. O nQ
-D.L.O.- PANEL WIDTH{ {� 37.5" MAX. .t O
6`-8"DOUBLE DOOR WITH/WITHOUT SIDELITES NIASTRAGAL I I FRAME WIDTH CL
fff co
NFR CF A NOTES _ Z :q
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THEFLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM Z
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, x
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. Li U
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF m I N O O~
A HURRICANE PROTECTIVE SYSTEM (SHUTTERS), ro i I o^i -(n
LLJ
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 ¢Ci
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. J
4. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION FACING LITE FRAME
SELF IGNITION TEMP ASTM D1929 752 'F > 650 'F 842 'F > 650'F i a
RATE OF BURNING ASTM D635 i 0.56 INIMIN t.28 IN MIN U
SMOKE DENSITY ASTM D2843 1 53.4% 70.29. o a z Lni
TENSILE STRENGTH- ASTM D638 3.2% DIFF 1.8% DIFF
5. PLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME (WHERE USED):
TEST DESCRIPTION DESIGNATION RESULT c�w
SELF IGNITION TEMP ASTM D1929 779 'F > 650 'F ao `�-
RATE OF BURNING ASTM D635 0.0 IN MIN `'o``
SMOKE DENSITY ASTM D2843 39.0% Add6LdmbfN� M 0
TENSILE STRENGTH- ASTM D638 3.6% DIFF 0 0: j
* COMPARATIVE TENSILE STRENGTH AFTER WEATHERING W fh a DOUBLE DOOR UNIT WISIDELTI'ES a� a
4500 HOURS XENON ARC METHOD 1 1 �L
3En333m
cn In cn Ln v1
® ® Loo
® ® ® ® ® ® ® ® ® ®® ® E3 El
0 n .01 0 no
0 0 0 LF] 00
, L==-iI i Lj�' 0 0 ou LJ <<
an z
SINGLE DOOR UNIT DOUBLE DOOR UNIT SfVLGLE DOOR UNIT SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNIT W/ 1. DE�ITES r m m N '
WITH SIDEW WITH SIDELRE N a N N p
STRUCTURAL WHERE WATER INFILTRATION PERFORMANCE IS v
DESIGN PRESSURE RATING REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING ALL OUTSWING INSWING BUMPER 0 S Z-SERIES 0 S HP 0/S T4 0 S HIGH DAM 0 S
X 37.5 I+60.0 -65.0 1+60.0 -60.0 N A +25.0 -25.0 +40.0 -40.0 +50.D -50.0 +60.0 -60.0 +fi0.0 -60.0 w 0
50.5 -50.5 `+55.0 -50.5 +2 .0 - .. +40..0 -40..0 N A + -50.'rT+55.0. -50.5 A +25.0 0 +40.0 -40.0 50.5 .+55.0 -50.5
OX or XO 75 .
5 5 . 5
NA + 5.0OXO t 1t + 5. / 250I+40.0 -4D.0 N A +55.0 -50.5
aarE 4 9/07
OXXO 149 +50.0 -50.5 +55.0 -50.5 55.0 -50.5A �{ scuE N.T.S.
TABLE OF CONTENTS I BY. SINS
SHEET DESCRIPTION CHX.BY:KURT BALTHAZOR Densnu0 NO.:
1 (TYPICAL ELEVATIONS & GENERAL NOTES FLORIDA P.E.
2 (ANCHORING LOCATIONS & DETAILS DWG-MA-FLOi70-071
3 JANCHORING LOCATIONS & DETAILS (j56533
SHUT i OF 3
cl�
6" SEE DETAIL 6' O
{ "E. 3" 3
3
Q
I I III11 I I �_ z �o
-- 6' 6 _I 6" 5. ct p CDn 3- + 0 c 4 U
_ M _
N N
n . N M
niK `w U
M ❑ � tl' ] L Ln
W W
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6 6" I c� •�
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B' SEE DETAIL 6 to fn to(A1n
.F" #8 x 2" 333�Im
ASTRAGAL RETAINER BOLT HOLE `�
#8 x 2" #10 x 5/8" 0 MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE 1n
STRUCTURE DEEP ENOUGH a a
#10 x 518" FORA 1.375" THROW aaoLl
#8 x 2" #10 x 1" DETAIL "E" ASTRAGAL a v o o
DETAIL "F" ASTRAGAL =- a 2
#10 x 2-1/2' ATTACH ASTRAGAL RETAINER BOLT o omZ) 0
#10 x 1" STRIKE PLATE TO FRAME nmN>�/ o o o mMdef
#10 x 5/8" AS SHOWN. o o¢z'n
DETAIL "C' � �oo � r a¢>a
DETAIL "D' 1 mIs.::
w
13N� ¢1.375" 0.962"11.437" a,xv nur sm x ��A rx suunro cussol . DCf:OxATVE IxSfAT o.+sa•er<w,snraw�a oc nvc wsrnr
0.09Y swm(WA t6-f101. IWAaK) 0.0W'SAUX(NIX fS-1291.f1) Mk)
T0.124'WA srTkm*H .0124"WW. 0.124�HER SrREP IVOM 24'Ul&.
INSWING THRESHOLD BUMPER O/S THRESHOLD HP 0/S THRESHOLD "`F°" 0R1�"saicm n Dim �"' ' •oxserusr n Mr SIT
wovm¢z
l Wo 05 ';Ci 7 DW eras wa ww M aAh: 4 9/07
ff��m
, �: N.T.S.
1.482" 7.75" 1.047" 1.437' t�ce xrts oe
SyPICAL GLAZING DETAIL Af $p{ATE GLazING DErA
ICT W fL o' SWS
T T T IMPACT RATED GLASS MPAED GLASS �x �
DRAWING,O.:
Z-SERIES 0 iS THRESHOLD HIGH DAM O/S THRESHOLD 14 O/S THRESHOLD DWG-MA-FLO170-07
siim 2 of y3
u�
SEE DETAIL 41 -
6"
. 6" --6 OE" SHT. 2 3- 3I 111T-
0
uSEE DETAIL a FW- Lo U
r "D" SHT. 2V)) FWSEE DETAIL"C" SHT, 2wp LoH 1 I 1 Ili
3" _ I I As
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3" I 6' 3"f m Q_
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wpm OP�7� "F" SHT. 2 6" °d
HARDWARE SCHEDULE a(p(A:=):)
�
1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND �I� ,�m
ATTACHMENT DETAIL SERIES 950 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 1 25" 2. 4 ORTISE BUTT HINGES.
(FLORIDA #62514) WITH THE LOWEST (LEAST) MIN ° a. V)
0.25'
lLj
FASTENER RATING FROM THE DIFFERENT FASTENERS MAX 1"Xl/2" CORRUGATED #10X2" WOOD SCREW
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3' FROM EACH END 6 FROM EACH END o o V)
25"—° a. AND 7" OC AND 12" OC r r In x o_ o
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CL—� �— IAIN
#10 WOOD SCREWS, 1 4" TAPCONS AND #10 TEK SCREWS. ' —o.z5" ( w w o=
MAX LAC YLIC_ o o a z N
00
A PHYSICAL SHIM M SHIM SPACE AT EACH _ SHIM ULK
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". cL—� �—
I CA
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY s` ACRYLIC f ��noo
DISTANCE MIN 1/2". ANCHOR INSTALLATION LATEX
CAULK cL ^
w
LN N N N N Q
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO w IX BUCK MASONRY COMBINATION WOOD COMBINATION WOOD c'
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. °•` ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) -1-
1.N f
3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN 1— '-MAX" # 4) g / u o c�m a Zl }
ANSI AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT SHIM wooD SCREWSlOX2-1/2" ( o lOX2-1D SCRE S
2"
/ 1 EACH END EACH END j
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL—� �— r:_r: DATE- 4 s D7
MINIMUM EMBEDMENT OF 1-1/4". ® A SCALE: N.T.S.4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO DWG. er: SwS
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK ® ® CHK.BY:
ANCHOR INSTALLATION DRAWING
WG-#, -F
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. INTEGRAL WOOD INTEGRAL WW owc-tu-Fl.ono-ml ,
MULLION (CHS) MULLION (CHS) SHEET 3 of 3
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville.NC 27023 Report#: 51401 OA
434-688-0609 Date: 10/10/2017
rllomas•,c�i Irlomasoe.com
Test Report: N/A
Product: Single door Tx 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/8 w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NOS 2012,NOS 2015,TRI2)
Nominal diameter: D: 0.190 in Gap: g: O.000D 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: 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,= LOGO in Main member dowel bearing length: 1m= 1.140 in
Mode Im , Mode I, Mode II Mode III,n 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
Ka= 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
Ka= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Ko= 2AOO Ka= 2.400 Ka= 2.400
Duration Factor: Co= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Fattener type: 1/4 ITW Topcon 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 Ibs/anchor(per Interpolation when needed)
Fastener e: #10 Tk 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
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) (Ib
z O.C. Cap. Load Result
�Ty 79.25 s) (in) (in) (Ibs) Q� Obs)
Al 2.3 195 N/A N/A 155 2 98 OK
Al AZ 7.7 656 6.00 18.00 155 5 131 OK
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P.
J • •CEN • ':9
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'1/ONAO:\'\\
Luis R. Lomas P.E.
FL No.:62514
1 of 3 10/10/2017
I
L. Roberto Lomas P.E.
1432 Woodford Rd. Manufacturer. Masonite
Lewisville,NC 27023 Report#: 514010A
434-688-0609 Date: 10/10/2017
rIIomas(o�,lrlomasoe.com
Anchor Locations:
36.38
18.19---
6.00 TYP. 6.00 TYP.
6.00
18"
MAX
O.C.
79.25
6.00
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cr
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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.MC 27023 Report* 514010A
434-668-0609 Date: 10/10/2017
rllomes c7lrlomaspe.com
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"MINIMUM EMBEDMENT INTO SUBSTRATE WITH 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.
P.- t 0�/
CP
*• 0VO
• �r —
��o • TAT •,4Q
�/i01VA i'0/111114��`\��
Luis R. Lomas P.E.
FL No.:62514
3 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
rllomas cDlrlomasoe.com
Test Report: N/A
Product: Single door Tx&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/d 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: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member:PVC Main member:Spruce-Pine-Fir(G=0.42)
Side member thickness: t,= 1.000 in Main member thickness: tm= 1.500 in
Side member dowel bearing strength: Fv= 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 I. 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 8: 0.57 R: 0.5 8: 0.000
Ko= 2A00 Ka= 2.400 C: -681.799 C: -253.623 C: -521.824 C: -93.6
2m= 302 Ibs 2,= 792 Ibs P= 510 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
Ka= 2.400 P= 324 Ibs P= 529 Ibs P= 299 Ibs
Min.Design value: Z= 125 Ibs Z= 212 Ibs Ka= 2.400 Ka= 2.400 Ka= 2.400
Duration Factor: Co= 1.6 Z= 135 Ibs Z= 221 Ibs Z= 125 Ibs
Allowable Design Value QCa): Z.= 199 Ibs/anchor
Fastener type: 1/4 IM Tapcon 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 Ibs/anchor(per interpolation when needed)
Fastener type: #10 Self tapping screw (Calculations per 2015 Aluminum Design Manual,section J.5.5)
Nominal screw diameter: D: 0.190 in Screw root area: Ar 0.0151 inZ
Actual edge distance: de: 1.085 in Screw shear ultimate strength: F,,, 54.0 ksi
Per table J3.2 of 2010 Steel Construction Manual 141h Edition
Side member material: Vinyl PVC Main member material: 6063-T5 aluminum
Thickness: t, 1.000 in Thickness: tz 0.052 in
Ultimate tensile strength: Fn, 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=20tzFw2 Rn2= 435 Ibs (Eq J.5-12)
Nominal strength per tilting:Rn=4.2(tz3D)vZFu2 Rn= 478 Ibs (Eq J.5-13)
Nominal screw shear strength:Rn=A,F./1.25 Rn= 654 Ibs (Eq J.5-14)
Safety factor: n=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: F,,, 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: t, 1.000 in Thickness: tz '-
Ultimate tensile strength: F., 14 ksi Ultimate tensile strength: F„z \``1�<<�'♦l���//
Nominal strength per tilting: Rn=4.2(t23D)"21`2 Rn= 1001 Ibs (Eq E4.3.1-1) \\\) R. 0
Nominal strength per bearing(side member):Rn=2.71)t,F,,, Rnl= 7182 Ibs (Eq E4.3.1-2 and-4) \\_`�♦ • 'CC•�•f . 'rJ� //
Nominal strength per bearing(main member): Rn=2.7Dt2F 2 Rn2= 1280 Ibs (Eq E4.3.1-3 and-5) �� ♦• �G L+i s • & 1j
Nominal screw shear strength:Rn=A,Fn/1.25 Rn= 654 Ibs • •• i
Safety factor: o=3 s*4-, '9X
Allowable shear and bearing capacity: P„ 218 Ibs/anehorMinimum anchor capacity: 145 Ibs/anchorNote:Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. � • ��
s�VNAI`E?��`�
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#: 514014A
434-688-0609 Date: 10/10/2017
rl lomastc)irlomaspe.corn
Anchor calculations,minimum required anchors
36.38 Design pressure: 85.0 psf
Area Load Ind.
Max. Anchor
Zane 2 O.C. Cap. Load Result
\, (ft> (Ibs) (in) Qty
1 79.25 (in) (Ibs) (Ibs)
� A2 Al 2.3 195 N/A N/A 145 2 98 OK
/, AZ 7.7 656 6.00 18.00 145 5 131 OK
Anchor Locations:
36.38
18.19
6.00 7YP. 6.00 TYp.
6.00
MAX
O.C.
79.25
6.00
J� • '
�;••��C E N G.9`n
�yo . TATVO F • a;
G� %���
,/ONAL1E `
Luis R. Lomas P.E.
FL No.:62514
2 of 3 10/10/2017
t .
L. Roberto Lomas P.E.
1432woodiordRd. Manufacturer. Masonite
Lewisville,NC 27023 Report#: 514014A
434-688-0609 Date: 10/10/2017
rl lomas(d)Irlomasoe.corn
Installation instructions:
1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE#10 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114"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=2,000PSI 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 1-112"UNITS MUST BE ANCHORED THROUGH
FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY,CONCRETE OR OTHER
STRUCTURAL SUBSTRATE MATERIAL.
10. WHERE WOOD BUCK THICKNESS IS 1-1/2"OR GREATER,BUCK SHALL BE SECURELY FASTENED TO
MASONRY,CONCRETE OR OTHER STRUCTURAL SUBSTRATE.UNITS MAY BE ANCHORED THROUGH
FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS.
11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
%4•• G E IV s,$,'9p .e
�51 -*�
�� • TAT 0 F - i�
ss1ONAL,E?G`��
rt11�
Luis R. Lomas P.E.
FL No.: 62514
3 of 3 10/10/2017