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CODE COMPLIANCE
FL# FL22378-R7 ST. L CIE COUNTY
Application Type Revision 13OCC W_ �/' /
Code Version 2020 �(/G/f
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(800)663-3667
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschreiber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
4ate_ubmitted 11/05/2020
;`- Datealldated 11/05/2020
4 bending FBC Approval
proved 11/11/2020
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Florida Building Code Online Page 2 of 4
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 R7 C CAC NI007077 07-R3 gdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure: +60/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0170.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514010B.pdf
anchor details and water performance where required. FL22378 R7 AE 514014B.pdf
Created by Independent Third Party:Yes
22378.2 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC N1007077.07-R3.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure: +60/-60 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0170.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Parry:
pressures listed.3'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
protective system is NOT required.See DWG-MA-FLO170 for FL22378 R7 AE 514010B.pdf
anchor details and water performance where required. FL22378 R7 AE 514014B.pdf
Created by Independent Third Party: Yes
22378.3 Stormguard Fiberglass Side-Hinged 6'-8"Opaque I/S Single or Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.07-113.0
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+50.5/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0170.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 5140086.pdf
anchor details and water performance where required. FL22378 R7 AE 514012B.ndf
Created by Independent Third Party:Yes
22378.4 Stormguard Fiberglass Side-Hinged 6'-8"Opaque O/S Single or Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.07-R3 pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0170.pdf
Building Code,Including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514008B.pdf
anchor details and water performance where required. FL22378 R7 AE 5140126.pdf
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 w/o
Door Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.09-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure: +55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0172.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and where pressure requirements do not exceed the design Created by Independent Third Party:
ressures listed.9'-0"x 6'-8"max nominal size. Hurricane Evaluation Reports
- otgCT ve system is NOT required.See DWG-MA-FLO172 for FL22378 R7 AE 514008B.pdf
AEhh ridetails and water performance where required. FL22378 R7 AE 514012B.pdf
#;.... =
} RN Created by Independent Third Party:Yes
t ,fix 9 C� 223i i 6'-8"Impact Glazed I/S Double Door w/or w/o Sidelites
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Florida Building Code Online Page 3 of 4
3 ,
Stormguard Fiberglass Side-Hinged
Door Unit
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL22378 R7 C CAC N1007077.09-114.0f
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+50/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0172.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514008B.odf
anchor details and water performance where required. FL22378 R7 AE 514012B.0f
Created by Independent Third Party:Yes
22378.7 Stormguard Fiberglass Side-Hinged 6'-B"Impact Glazed O/S Double Door w/or w/o Sidelites
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.09-114.0
Approved for use outside HVHZ:Yes. Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0172.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514008B.odf
anchor details and water performance where required. FL22378 R7 AE 514012B.pdf
Created by Independent Third Party:Yes
22378.8 Stormguard Fiberglass Side-Hinged 8'-0"Opaque I/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.08-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure: +60/-65 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0171.13df
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514009B.pdf
anchor details and water performance where required. FL22378 R7 AE 514013B.pdf
Created by Independent Third Parry:Yes
22378.9 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single Door
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.08-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+60/-60 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0171.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514009B.odf
anchor details and water performance where required. FL22378 R7 AE 514013B.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
Door Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.08-R2.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+50.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0171.1)df
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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-FLO171 for FL22378 R7 AE 514007B.pdf
anchor details and water performance where required. FL22378 R7 AE 514011B.odf
Created by Independent Third Party:Yes
WIT
11 Stormguard Fiberglass Side-Hinged 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
} � r Door Unit
uo ao oneot r�r co o1 m} Hof Use Certification Agency Certificate
G IL oo �_���1 a J��a /�ppved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.08-R2.odf
p pved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
I 3 �Imga: Resistant:Yes 12/31/2025
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Florida Building Code Online Page 4 of 4
• Design Pressure:+55.0/-50.5 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0171.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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-FLO171 for FL22378 R7 AE 514007B.pdf
anchor details and water performance where required. FL22378 R7 AE 514011B.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
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.04-R7.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+43/-47 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0173.pdf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514007B.pdf
anchor details and water performance where required. FL22378 R7 AE 514011B.pdf
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
Approved for use in HVHZ:Yes FL22378 R7 C CAC NI007077.04-117.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2025
Design Pressure:+47/-45 Installation Instructions
Other:Evaluated for use in locations adhering to the Florida FL22378 R7 II FL0173.pddf
Building Code,including the High Velocity Hurricane Zone, Verified By: National Accreditation&Management Institute
and 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 R7 AE 514007B.pdf
anchor details and water performance where required. FL22378 R7 AE 514011B.pdf
Created by Independent Third Party: Yes
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Contact Us::2601 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
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
emalls 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:
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L. goberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-688.0609 Date: 10/10/2017
rllomas(o-)Irlomaspe.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/a w/out gap:
a. With threads present in shear plane
Fastener type:#10 wood screw (NDS 2018,TR12)
Nominal diameter: D: 0.190 in Gap: g: 0.0000 in
Root diameter: Dr: 0.152 in Moment arm: 0.0000 in
Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi
Side member: Douglas Fir-Larch(6=0.50) 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.= 4,650 psi Main member dowel bearing strength: F_= 3,350 psi
Side member dowel bearing length: Is= 1.000 in Main member dowel bearing length: Im= 1.140 in
Mode I, Mode I. Mode II Mode III Mode III, Mode IV
qm= 636.5lbs/in qs= 884lbs/in A: 0.0007 A: 0.00096 A: 0.00107 A: 0.00135
P= 725.61lbs P= 884lbs B: 1.07 B: 0.57 8: 0.5 B: 0.000
KD= 2.400 KD= 2.400 C: -427.674 C: -253.623 C: -267.699 C: -93.6
Z.= 302 Ibs Zs 368 Ibs P= 331 Ibs Ms= 46.8 in-Ibs Mm= 46.8 in-Ibs
KD= 2.400 P= 297 Ibs P= 319 Ibs P= 263 Ibs
Min.Design value: Z= 110 Ibs Z= 138 Ibs Ka= 2.400 Ka= 2.400 KD= 2.400
Duration Factor: CD= 1.6 Z= 124 Ibs Z= 133 Ibs Z= 110 Ibs
Allowable Design Value(ZCD): Z.= 175 Ibs/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: Z..= 155 Ibs/anchor(per interpolation when needed)
Fastener type: #10 Tek screw
Substrate: IS GA,Steel
Tabulated design value: Z= 1266 Ibs
Safety factor: Fs= 4
Allowable Design Value(Us): 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
Qty
Area Load Ind(f ) (Ibs) (in). Max. Anchor
Zone O.C. Cap. Load Result
1 79.25
Y
� � (in) (Ibs) (Ibs)
Al 2.3 195 N/A N/A 155 2 98 IK
Az 7.7 656 6.00 18.00 155 5 131 OK
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Luis R. Lomas P.E.
FL No.: 62514
1 of 3 9/2/2020
L. Roberto Lomas P.E.
1432WoodfordRd. Manufacturer: Masonite
Lewisville,NC 27023 Report A. 514010B
434-688-0609 Date: 10/10/2017
rllornas(c)I rlornaspe.corn
Anchor Locations:
36.38
1 8.19—
6.00 TYP.— —� 6.00 TYP.
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6.00
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Luis R. Lomas P.E.
FL No.: 62514
2 of 3 9/2/2020
L.'Ooberto Lomas P.E.
1432 Woodford Rd. Manufacturer: Masonite
Lewisville,NC 27023 Report#: 514010B
434-668-0609 Date: 10/10/2017
rllomas cbIrlomaspe.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 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.
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NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI007077.07-R3
. ]h 1955 Powis Road Certification Date: 05/22/2017
West Chicago, IL 60185 Expiration Date: 12/31/2025
Revision Date: 07/27/2020
�> u W
»� Product: Fiberglass Impact.Rated Opaque Inswing or Outswing Door w/and w/o Impact Rated Sidelites
(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 Listin at www.Nanticertification.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&
Outswina Opaque Size Pressure Pressure Rated Comments
X I/S Opaque 3'0"x 6'8" +60/-65 0 psf Yes NCTL-210-3102-1/ATLNC 0129.02-15/ATLNC 1012.01-16
Single Maximum Panel Size:3'0"x 6'8'
Anchor Details-MA-FLO 170-07/W-1807
X O/S Opaque 3'0"x 6'8" +60/-60 3.75 psf 6.0 psf' Yes NCTL-210-3102-1!A`I-NC 0129.02-15/ATLNC 1012.01-16
Single 10.5 pSf 2/9.0 psf I Maximum Panel Size:3'0"x 6'8'"
7.5psf' Anchor Details-MA-FLO170-07!W-1807iW-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-I5/ATLNC 1012.01-16
Double Maximum Panel Size:3'0"x 618"
Anchor Details-N[A-FLOl70-07 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-I5!A'FLNC I012.01-16
Double 8.25 psf 2/8.25 psf a Maximum Panel Size:3'0"x 6'8"
Anchor Details-MA-FL0170-07/'W-1807iW-1835
XO/OX I/S Opaque Door 6'0 x 6'8" +50.5/-50.5 0 psf Door-Yes NCTL-210-3105-I/ATLNC 0129.01-15!ATLNC 1012.01-16
Single xv/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8"/Sidelite:3'0"x 6'8"
Anchor Details-M.A-FL0170-07/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''-/9.0 psf"I Sidelite-Yes Maximum Panel Size:3'0"x 6'V/Sidelite:3'0"x 6'8"
Anchor Details-IvIA-FL0170-0TV-1807/W-1835
OXO I/S Opaque Door TO"x 6'8" +50.51-50.5 0 psf Door-Yes NCTL-210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16
Single Nv/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 9'0"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/Sidelites Glazed Sidelite 8.25 psf''-/9.0 psf; Sidelite-Yes k'laximum Panel Size:3'0"-,6'8";Sidelite:3'0'x 6`8'
Anchor Details-R-tA-FLO170-07"A"-1807/W-1835
OXXO I/S Opaque Doan 12'4"x C8" +501-50.5 0 psf Door-Yes NC'i'L-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-FL0170-071W-1807
OXXO O/S Opaque Door 12'4"x 6'8" +551-50.5 3.75 psf/6.0 psf' Door-Yes NCT1=210-3105-I/ATLNC 0129.01-15/ATLNC 1012.01-16
Double w/Sidelites Glazed Sidelite 8.25 psf'/8.25 psf a Sidelite-Yes Maxiinuin Panel Size:3'0"x 6'8"!Sidelite:3'0"x 6'8"
Anchor Details-MA-FLO170-07!W-1807/W-1835
1-Denotes 7_-Series Threshold Design 2-Denotes High Dam Threshold Design 3-w-1815 4-Denotes Worldwide Pro T4 Threshold 5-Denotes IIP 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:
111� M/aSONITE. Tag MaX.rntRatL TTLtME MOTH- Cl:
21`MAX 36.375`MAX. ! U Q<�
STORMGUARD FIBERGLASS DOOR UNIT -D.L.O, - _PANEL WIDTH 37.5`MAX. i �O
6'-B'DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL I~FRAME WIDTH O(Y-
GENERAL FLORIDA NOTES ® ® ® ® W O
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO i 2 Q
THE IREME BUILDING DE CODE AND WHERE PRESSURE
DESIGN LOADS
AS DETERMINED 8Y ASCE 7,MINIMUSTRUCTURES.
!- U
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES.
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. LO
2. THIS PRODUCT DOES NOT REQUIRE THE USE OF Z pr)F-
A HURRICANE PROTECTIVE SYSTEM(SHUTTERS).
y Lo
C
3. ETHANE CORE BANE SPREAD INDEX 50 p I W
AND SMOKE
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. i -j
PLASTI TESTING:
4. CS
TEST DESCRIPTION DESIGNATION FACING LTTE FRAME o a SELF IGNITION TEMP ASTM D1929 752'F>55D 'F>650'F
RATE OF BURNING ASTM D635 0.56 IH MIN 1.26 IN/MINy
j SMOKE DENSNtt (ASTM D2843 i 53.4R 70.2R --� y�
TENSILE STRENGTH- ASTM D638 3.2R OIFF 1.8R CIFF I $ a
5. TESTPLASTICS TESTING OF WORLDWIDE COMPOSITE FRAME(WHERE USED): 0 Q W11
TEST DESCRIPTION DESIGNATION RESULT 25
SELF IGNITION TEMP ASTM C7929 779
_.
{ RATE,OF BURNING ASTM D635 0.0 IN MIN ._-.................................. -_._.._ _......--. ��S ,y
SMOKE,DENSf1Y ASTM D2983 39.0% L'I
TENSILE STRENGTH• ASTM D638 3.6%DIFF p
COMPARATNE TENSILE SIRENG1H AFTER WEATHERING DOUBLE DOOR{INIT W/ID 17 S
4500 HOURS XENON ARC METHOD 1
i aNVO U3U311 rnN
Ig�L®'gN� ® i®® p^�[30 1313tlW _ ®ri.00 j{1:1® IW
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w:4 x
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44>Q�
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.S1dS1LE.,.D.RQ�.U_N(j DOUBI.E-DOOR UNIT GLE DOOR U'NR SINGLE DOOR UNIT SINGLE�Qgg UMT W/SIDELRES DOUBLE DOOR LINT}y,(51DELRES n m N
,WIT,SID 11T W1TH S) NN p I
STRUCTURAL WHERE WA7ER IE 15%A'OF PERFORMANCE IS i
DESIGN PRESSURE RATING REQUIRED 70 BE 15R OF DESIGN PRESSURE _ I
CONFIC MA%WIDTH INSWING ALL OUTSWING _ INSWING ROMPER D 5 Z-SEFIES 0 S P O T4 O 5 HIGH Dills-
IX 3760.0 -60.0 A t25.0 -25.0 +40:0 -40.0 +50,0 -50.0 +6U.D -50.0 +s00 w p U m¢zX +0.0 - .5 +55.0 - N A +25.0 -2D. +4D.0. -40.0 N 0
OX or%0 75 +50.5 - +55.0 A + -25. +40.0 -40.0 N/A
OXO 112.5 +50.5 -50.5 + .0 - N A_ +25.0 -25.0 +40.0 -40.0 N/A +55.0 -50.5 +5.0 -U,S ale 419107
OXX0 1 149 +SO.O -0. + .D -50.5
TABLE OF CONTENTS AEdelduebN7�l S_ws
SHEET A DESCRPON _ cwc.eu
1 TYPICAL ELEVATIONS&GENERAL NOTES DaYrAmib ' KURT BALTHAZOR D-.w,
2 ANCHORING LOCATIONS&DETAIL FLOR,'OA P.E. DWG-MA-FLOC 70-07
3 IANCHOKING LOCATIONS&DETAILS DeYHertese 156533
snLn�o- 3
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U
6"—{ SEE DETAIL 3.
3"
t' -IT —I ( - —I— " �— W Q
6 8" 1 CC
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.._SEE DETAIL W 1 _ — SEE DETAIL
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3'"1 3• 3" 3. � ' 3. -- �—3' } e" I 6•
6• "r DEL 6"
TAI ff
- ASTRAGAL RETAINER BOLT HOLE
8 x 2' #10 x 5/8" ,,;-' MUST BE DRILLED THROUGH i
# � � ` THE THRESHOLD & INTO THE �
STRUCTURE DEEP ENOUGH Ko cw
#10x5/8 an 'mm.....
:� #8 x 2' " #10 x 1" DETAIL "E"ASTRAGAL FORA 1.375' THROW
7 K
�i10 x 2-1/2� ATTACH ASTRAGAL RETAINER BOLT TRAGAL
#10 x I" STRIKE PLATE TO FRAME
#10 x 5/8" AS SHOWN. mbodoom
DETAIL "C"
DETAIL "D" m�rino
I Dab
0.962'+ r9 r
7.375" 1.43T y o.,a.•,r.T gim mw.,m a.ss a n.,»•.za mmcnmm._,omaw,m ws ucmame men+ '�o a.
T T l n w•w nm o-cnunq_ numm. naw ov�tt es .�mao .__S—m�>
s �
IN WfNG THRESHOLD BUMPER O/S THRESHOLD HP O/S 7HRF.SH�LD =
Mn 419107
4. L� scw.c N.T.S.
1.482' 1.75" �1.047" 7.437" t i awc.ar: SNlS
T -� TYPICAL GLAZING DETAIL AI.7ERNAT�„CLAZlNG CETAg
T IMPACT RATED GLASS pM'INe
JM.P9Cj..RA7E0 GWSS
—SE IES.Of,,S THRESHOLD HIGH DAM O/S THR..ESHOLD T4 O/S THRESHOLD owe-u nono o:
_..,�..-......._-_ ....................... sx[*z 2 c 3
SEE
6"
DETAIL
"E'SHT.2 3" _ }• - 3" O
O
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SEE DETAIL W $ I
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AddFrdm OIW! 3" - 3" 3' I 3^6 — 6• —_.._ �3.
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SEE DETAIL I '1 6. — 13.6^
R91ftft!b_. 00 'F'SHT.2 6" &�
B/
HARDWARE SCHEDULE
nm mw�nr
,ATTACHMENT DETAIL 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 'v'i�c3n ai v3im
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 LOAAS, PE N
t.25' + w
(FLORIDA #62514) WITH THE LOWEST (LEAST) 2. 4" X 4" FULL MORTISE BUTT HINGES.
MIN 1 L Q Q N—0.25'
FASTENER RATING FROM THE DIFFERENT FASTENERS MAX I"XI/2'CORRUGATED #10X2"WOOD SCREW aar
BEING CONSIDERED FOR USE. JAMB, HEAD, AND SHIM 3'FROM EACH END 6"FROM EACH END
1.25' AND 7'OC AND 12'OC =ryl a
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE cL-I I- MIN T- -
#10 WOOD SCREWS, 1/4' TAPCONS, AND #10 TEK SCREWS. -0.25" ooOT ,N
A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH i" SMAX HIM ACTkLIC 00
as>�a�
ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK
cL-I I-
WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY rx _ACRYLIC
DISTANCE MIN 1/2". ANCHOR INSTALLATION a CAULK -CL
2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO �
'�',.-.. 1X BUCK MASONRY COMBINATION WOOD COMBINATION WOOD
ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. 15D._ P
ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED)3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM MIN -MAX
MAX (3)ATOS R92' (41 N1 DSCRE ' woc�m Qo
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHENEMENT SHIM D SCREWS WOOD SORE I
EACH END EACH END I
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE CL-I " wre a 9/07
MINIMUM EMBEDMENT OF 1-1/4". ,
N.T.S. _
4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO = ® °as.a+: SIMS
TRANSFER LOADS TO STRUCTURE. TYPICAL WOOD BUCK
5. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION
INTEGRAL WOOD INTEGRAL VdW mvo-uA-FLono-o2
MULLION (CHS) MULLION (CHS) sn 3 w