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USER:Public User
OCT 31 2017
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL22513 Permitting Department
Application Type New
St. Lucie County, FL
Code Version 2014
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
Date Submitted 06/13/2017
Date Validated 06/16/2017
Date Pending FBC Approval
Date Approved 06/20/2017
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Florida Building Code Online Page 2 of 3
Summary of Products
FL# Model,Number or Name Description
22513.1 HPC Wood-edge Steel Side-Hinged 6'-8"Glazed I/S or 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 FL22513 RO C CAC NI013747.01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO 11 FL0212.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514008.pdf
system is required. Door top rails stamped"HPC".See DWG- Created by Independent Third Party: Yes
MA-FL0212 for details.
22513.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S or O/S Single Door Unit
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC N1013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+70/-70 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0215.pd
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514009.pdf
system not required. See DWG-MA-FL0215 for details. Created by Independent Third Party:Yes
22513.3 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NIO13747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure: +45/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0215,pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514007.pdf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites.See DWG-MA-FL0215 for details.
22513.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S Single or Double Door w/or w/o Sidelites
Unit
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC N1013747.04.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+50/-45 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 RO II FL0215.1)df
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514007.pdf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed sidelites.See DWG-MA-FL0215 for details.
22513.5 Wood-edge Steel Side-Hinged Door 8'-0"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NIO13747.06.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure:+40/-40 Installation Instructions
Other:Evaluated for use In locations adhering to the FL22513 RO 11 FL0217.pdf
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 8'-0"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514007.oddf
system is required. See DWG-MA-FL0217 for details. Created by Independent Third Party: Yes
22513.6 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single Door
Unit
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Florida Building Code Online Page 3 of 3
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC N1013747.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+70/-70 Installation Instructions
Other: Evaluated for use in locations adhering to the FL22513 RO II FL0211.Ddf
Florida Building Code,Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed.3'-0"x V-8"max nominal size. Evaluation Reports
When Impact resistance is required,hurricane protective FL22513 RO AE 514010.0f
system not required.See DWG-MA-FL0211 for details. Created by Independent Third Party:Yes
22513.7 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S or O/S Single or Double Door w/or w/o
Unit Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NI013747.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/30/2021
Design Pressure:+55/-55 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0211.1)df
Florida Building Code,including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514008.odf
system not required on opaque panels,but is required on Created by Independent Third Party: Yes
glazed Sidelites.See DWG-MA-FL0211 for details.
22513.8 Wood-edge Steel Side-Hinged Door 6'-8"3/4-Lite Glazed I/S or O/S Single or Double Door w/or
Unit w/o Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL22513 RO C CAC NI013747.03.Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 06/30/2021
Design Pressure: +50/-50 Installation Instructions
Other:Evaluated for use in locations adhering to the FL22513 RO II FL0214.r)df
Florida Building Code,Including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements do not exceed the Created by Independent Third Party:
design pressures listed. 12'-0"x 6'-8"max nominal size. Evaluation Reports
When impact resistance is required,hurricane protective FL22513 RO AE 514008.Ddf
system is required. See DWG-MA-FL0214 for details. 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 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:
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! Credit Card.
!I I I�Safe:'
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtdytNblepz46... 10/31/2017
NOTICE OF PRODUCT CERTIFICATION
,r
Company: Masonite international Corporation Certification No.: N1013747
• 1955 Powis Road Certification Date: 06/08/2017
�It 0-rrig
West Chicago,IL 60185 Expiration Date: 06/30/2021
l+w Product: Wood-Edge Steel Opaque Inswing or Outswing Door w/Non-Impact Rated Sidelites
(w/Wood Frame unless noted)
�` Specification: TAS 201/202/203-94
Impact: Large Missile Impact Rated Non-Impact Glazing: insulating Glass(Tempered)
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 Lisfin at www.Naiiiieertiticatioii.com. NAMI's Certification Program is accredited by The American National Standards Institute ANSI).
Inswing Glazed Structural 'Vater Missile Test Report Number
Configuration or or Maximum Design 'fest impact Drawing Number&
outswing Opaque Size Pressure Pressure Rated Comments
X VS Opaque 3'0"x 6'8" +70/-70 0.0 psf Yes A'T'LNC 1001.01-13
Single Maximum Panel Size:3'0"x 6'8"
` Anchor Details-DWC-0.IA-FLO211-17
X O/S Opaque 3'0"x 6'8" +70/-70 3.0 psf Yes ATLNC 1001.01-13
Single 4.5 psf: Maximum Panel Sizc:.3'0"x 6's"
7.50 )sf' Anchor Details-DWG-M.4-FL0211-17
XX ItS Opaque 6'0"x 68" +55/-55 0 psf Yes NCTL-210-2930-1
Double Maximum Panel Size:3-G'x 6'8"
Anchor De1a1ls-DWC-1,-1A-FLo2l l-17
XX O/S Opaque 6'0"x 6'8" +55/-55 3.0 pst' Yes NCTL-210-2930.1
Double 4.5 psf' Maximum Panel Size:3'0"x 6'3"
7.501psf' Anchor Dctails-DWG-1,1A-FL0211-17
XO/OX VS Opaque Door 6'0"x 6'8" +55,1-55 0 psf Door-Yes NL-'10.2930-I
Single w/Sidelite Glazed Sidelite Sidelite-No Maximum Pone Size:CT3'0"x 6'8",Sidelite:3'0"x 6'8"
Anchor Dctulls-DWG-MA-FL021 I-I-
X0/0X OIS Opaque Door 6'0"x 6'8" +55/-55 3.0 psl' Door-Yes NCTL-210-2930.1
Single w/Sidelite Glazed Sidelite 4.5 psf' Sidelite-No Mlaximtun Panel Size:3'0-x 6'9"±Sidelite.3'0"x 6'x"
7.50 ,,f' Anchor Dctails-DWC-MA-FL0211-17
OXO US Opaque Door 9'0"x 6'8" +55/-55 0 psf Door-Yes NCTL2 10.193o-1
Single%"'Sidelites Glazed Sidelite Sidelites-No Maximum Panel Size:3'i'x 6'S"!Sidchtc:3'0"x 6-3"
` Anchor Details-DWO-MA-FLO'i I-P
OXO O.1y Opaque Door 9'0"x 6'8" 455,1-55 3.0 psP Door-Yes NCTL-210 2930-1
Single w/Sidelites Glazed Sidelite 4.5 psf' Sidelites-No Maximum Panel Size:3'0"x 6'8",,Sideiilc:3'0"x 6'8"
7.50 sf' Anchor Drmils-DWG-MIA-FL0211-17
OXXO VS Opaque Door 12'4"x 6'8" 1-55/-55 0 psf Door-Yes NC7L-210-2930-1
Double wiSidelites; Glazed Sidelite Sidelites-No Maximum Panel Size:3'0"x6'S",Sidchte: 0"x6i3"
Anchor Dctails-Dl1r CrMA-FLO211.17
OXXO O/S Opaque Door 12'4"x 6'8" +55.1-55 3.0 psl' Doer-Yes NCTL-210-2930-1
Double w/Sidelites Glazed Sidelite 4S psfSidelites-No %la.,imuu Panel Size:3'0"x 6'S":Sidelite:3'0"x 6'8"
7.50 psf' Anchor Detads DWG-MA-80211-17
1-Denotes Bumper Outswing Threshold 2-Denotes Z-Series Outsiving Threshold 3-111-Dam Out wing Threshold
National Accreditation&Management institute,inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
NAAH AUTHORIZED SIGNATURE:
Do
111 MASONITE. us MAX.ovcwuL TRALTE MOTH O
0
WOOD-EDGE STEEL DOOR UNIT 2,"MAX 36.375•MAX. ¢W
D.L.O. PANEL WIDTH37.5"MAX. ¢O
6'-B'DOUBLE DOOR WITH/WITHOUT SIDELITES W/ASTRAGAL'I FRAME WIDTH o
.GENERA! NOTES
1. EVALUATED FOR USE IN LOCATIONS ADHERING TO W O Q
THEFLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7,MINIMUM =
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. U
2. HURRICANE PROTECTIVE SYSTEM(SHUTTERS)IS NOT REQUIRED ON `4•.j 01
OPAQUE PANELS,BUT IS REQUIRED ON GLAZED SIDELITFS. o, In W
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION, Ci Ld
EXCLUDING THE HIGH VELOCITY HURRICANE ZONE(.Z),
HURRICANE PROTECTIVE SYSTEM IS NOT REQUIRED ON OPAQUE x
PANELS OR PANELS WITH IMPACT GLASS,BUT IS REQUIRED b C d
ON PANELS WITH NON-IMPACT GLASS.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 a
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. y
S. PLASTICS TESTING:
TEST DESCRIPTION DESIGNATION LITE FRAME gg2S �k
SELF IGNLIION TEMP ASTM 01929 B42'F>650'F u m
RATE OF BURNING ASTM D635 1.28 IN MIN
SMOKE DENSITY ASTM D264370.211 ` 7�
TENSILE STRENGTH• ASTM D638 1
1.8%DIFF
•COMPARATIVE TENSILE STRENGTH AFTER WEATHERING
4500 HOURS XENON ARC METHOD 1
O nDOUBLE DOOR UNIT W/SIDELI7ES
AdtlWa to lyll6 Y
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Revk wk. -
DoeRer
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SINGLE DOOR UNIT DOUBLF DOOR UNIT SINGLE DOOR lINR SINGLE DOOR UNIT SIN IF�NIT W/StDELM DOUBLE DOOR UNIT W/StOnfT S
WITH SIDELRE WITH SIDELITE Z
WHERE WATER INFI
LTRATION PERFORMANCE IS atE 5126117
TABLE OF CONTENTS DESIGN PRESSURE RATING REQUIRED TO BE 15%OF DESIGN PRESSURE
CONFIG MAX WIDTH INSWING OUTSWING INSWING BUMPER O S Z-SERIES O S HIGH DAM O S srne N.T.S.
SNEET 1 DESCRIPTION X 37.5 +70.0 -70.0 +70.0 -70.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 -50.0 W pwc,qr; SWS
1 TYPICAL ELEVATIONS&GENERAL NOTES X% 4 +55.0 -55.0 +55.0 -55.0 EVA +20.0 -20.0 +30.0 -30.0 +50.0 -50.0
2 ANCHORING LOCATIONS&D ILS O%or XO 75 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.D +50.0 -50.0 c-er
3 ANCHORING LOCATIONS&DETAILS 0%0 112.5 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +J0.0 -30.0 +50.0 -50.0 KURT BALTHAZOR DMxtuC xo:
OXXO 149 +55.0 -55.0 +55.0 -55.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 1-50.0 FLORIDA P,E. DWC-W-FLO211-17
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#10 x 5/8' FOR A 1.375" THROW
#8 x 2' #10 x 1" DETAIL "E'ASTRAGAL OFTAtL TRAGAL z
#10 x 2-112 ATTACH ASTRAGAL RETAINER BOLT
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HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND m
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO-BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DETAIL MIN 0.25'4.: 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, —0.25'
MA% 1'X1/2'CORRUGATED #10X2'WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOAAS. PE SHIM 3'FROM EACH END 6 FROM EACH END m
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7'OC AND 12'OC p
FASTENER RATING FROM THE DIFFERENT FASTENERS
CL—I I— I
BEING CONSIDERED FOR USE. JAMB, HEAD, ANDqqyyLL
A,%,,,c En
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AC IC
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHORANCHOR INSTALLATION LA
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK CL a
WOOD SCREW EDGE DISTANCE MIN 3/4". I
VI— SHIM
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.50'— MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT M0.25'MAX (3 p10X2-t 2' i
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE �OiSD SCREWS p�„ IMINIMUM EMBEDMENT OF 1-1/4". EACH END
CL— CaKc�imNa: 013 4 w2 5 26/1)
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ° mai swr N.T.S.
TRANSFER LOADS TO STRUCTURE. sW5
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS. TYPICAL WOOD BUCK
ANCHOR INSTALLATION NF
INTEGRAL WOOD DWG-M Dwc-MA-rtozn-n
MULLION (CHS) sNTFT 3 ov 3
NOTICE OF PRODUCT CERTIFICATION
' Company: Masonite International Corporation Certification No.: Ni013747.03
A' 1955 Powis Road Certification Date: 06/08/2017
# West Chicago,IL 60185 Expiration Date: 06/30/2021
Product: Wood-Edge Steel 3/4-Lite or Less Glazed inswing or Outswing Door w/Full-Lite or Less Non-Impact
Rated Sidelites(w/Wood Frame unless noted)
° Specification: TAS 202-94/ASTM E330-02
Glazing: insulating Glass(Tempered)
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.Narnieertiticatioii.com. NAMI's Certification Program is accredited by The American National Standards institute ANSi).
Inswing Glazed Structural Water Test Report Number
Configuration or or Maximum Design Test Drawing Number&
outswing Opaque Sue Pressure Pressure Comments
X 1/S Glazed 3'0"x 6'8" +501-50 0.0 psf NCTL:1 M-19461)d
Single 3/4-Lite Max Maximum Panel Size:3'0"x 6'S"
Anchor Details-DWG-MA-FL0214-17
X O..S Glazed 3'0"x 6'8" +501-50 3.0 psf NCFL-I 10-19469-1
Single 3/4-Lite Max 4.5 psfA9aximum Panel Size:3'0".N 6'8"
7.50 psC Anchor Derails-DWG-MA-FL0214-17
XX US Glazed 6'0"x 6'8" +501-50 0 psf NCTL-110-19,169-I
Double 3./4-Lite Max Maximam Panel Sue:3'0"x 6'S'
Anchor Dctails-DWO-MA-FL0214-17
XX 01S Glazed 6'0"x 6'8" +501-50 3.0 psf NCTL-1 110-19469-1
Double 3/4-Lite lvlax 4.5 psf' Maximum Panel Sire:3'0"x 6'8"
7.50 sf, Anchor Details-DWG.MA-FL0214-17
XO/QX tis Glazed 6'0"x 6'8" +501-50 0 pif 14CTL-110-19469-1
Single w/Sidelite 3/4-Lite Max Door Maximum Panci Size:3'0'x 6'S"/Sidclito:3'0"x 6'S"
Full-Lite Max S/L Anchor De1ails-DWG-MA-FL0214-t1
XO/OX OiS Glazed 6'0"x 6'8" +50r'-50 3.0 psfl NUL-1 If)-]9460-1
Single w/Sidelite 3/4-1,ite Max Door 4.5 psf' Maximum Panel Size:3*0"x 6'S",*Sidelite:3'0'"x FS"
Full-Lite Max SIL 7.50 psf, Anchor Dc1aiLs-DWG-MA-FL0214-17
OXO I/S Glazed 9'0"x 7"8" +501-50 0 psf NCTL.110-19-469-1
Single w/Sidelites 3./4-Lite Max Door Maximum Panel Size:3'0"x 6'8",S delite:3'0"x 6'8"
Full-Lite Max S./L Anchor Details-DWG-MA-F1.0214-17
OXO O/S Glazed 9'0"x 6'8" +50/-50 3.0 psf NCTL-1 I0-19469-1
Single w'/Sidelites 3/4-Lite Max Door 4.5 psf� Maximum Panel Size:"'0"x 6'S"rtiidchte:3'0".x 6'S"
Full-Lite Max SIL 7.50psf' Anchor Do.ils-DWO-MA-FL0214-17
OXXO I/S Glazed 12'4"x 618" +501-50 0 psf NCTL-I WA 9469-1
Double w:/Sidelites 314-Lite Max Door Maximum Panel Size:3'0"x 6'8"+Sideliin:31o"x 09"
Full-Lite Max S/L Anchor Details-DWG-NIA-FL0214-17
OXXO US Glazed 12'4"x 6'8" x-501-50 3.0 psf NCTL-I 10-19469-1
Double w/Sidelites 3:4-Lite Max Door 4.5 psf*
Maximum Pand Size:?'0"x 6'R"ISidelitc:3'0"x ri'r'
Full-Lite Max S/L I 1 1 7.50psf' Anchur lkmils-D%VG.MA-FL.02W-17
-Denotes Bumper Omswing Threshold 1-Denotes Z-Scrics Outswing Threshold 3-ni-Dam outsaim Threslmld
National Accreditation&Management institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
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GENERAL NOTES ¢O Q
1. EVALWTED FOR USE IN LOCATIONS ADHERING TO Q()
THE FLORIDA BUILDING CODE AND WHERE PRESSURE _
REQUIREMENTS AS DETERMINED BY ASCE 7.MINIMUM =
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, U
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ), C; O
HURRICANE PROTECTIVE SYSTEM(SHUTTERS)IS REQUIRED. O O ¢ W
3. WHEN INSTALLED IN THE WIND-BORNE DEBRIS REGION. i_ v
HURRICANE PROTECTIVE SYSTEM(SHUTTERS)IS REQUIRED.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 W e .,,�
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 1\n
5. PLASTICS TESTING: u
TEST DESCRIPTION DESIGNATION LITE FRAME
SELF IGNITION TEMP ASTM D1929 842'F>
RATE OF BURNING ASTM D635 1.28 IN MIN B
SMOKE DENSITY I ASTM D2843 70.25
TENSILE STRENGTH- I ASTM D638 1.8%DIFF
•COMPARATIVE TENSILE STRENGTH AFTER WEATHERING �3
450D HOURS XENON ARC METHOD 1
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WITH SIDELRE WITHWRH SIDELI,E Cl
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WHERE WATER INFILTRATION PERFORMANCE IS IMM-5126117
TABLE OF CONTENTS DESIGN PRESSURE RA71NG REQUIRED TO BE 15%OF DESIGN PRESSURE
SHEET g DESCRIPTION CON G MA%WIDTH INSWING OUTSWING INSWING BUMPER O S Z-SERIES 0 S HIGH DAM 0 S ./� >: N.T.S.
% 37.5 +50.0 -50.0 +50.0 -5060 N A +20.0 -20.0 +30.0 -30.0 +50.0 -SD.O SJ Im.W. SINS
1 TYPICAL ELEVATIONS&GENERAL NOTES %X 74 +50.0 -50.0 1+50.0 1 -50.0 N A +20.0 -20.0 +30.0 -30.0 +50.0 4 -50.0
2 ANCHORING LOCATIONS&DETAILS 0%%O 14N A ++2200..00 -20.0 +30.0 -30.0 +50.0
J ANCHORING LOCATIONS&DETAILS . . , . -20.0 -50.0 KURT RBADLTHA.ZEO.R Aw�D'
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ATTACH ASTRAGAL RETAINER BOLT DETAIL "E"ASTRAGAL z
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HARDWARE SCHEDULE
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND 'm
SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
ATTACHMENT DF AIL 1.25" > r. 2. 4" X 4" FULL MORTISE BUTT HINGES.
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN -0M'q2X5' 1"X1/2"C
ORRUGATED 010X2'WOOD SCREW
SIGNED AND SEALED BY ROBERTO LOMAS, PE SHIM 3'FROM EACH END 6'FROM EACH END u
(FLORIDA #62514) WITH THE LOWEST (LEAST) AND 7'OC AND 12'OC o
FASTENER RATING FROM THE DIFFERENT FASTENERS CL-I I- I
BEING CONSIDERED FOR USE. JAMB, HEAD, AND ?". AICARTEXC �
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE CAULK
#10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY AcRyuc 1
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LATEX -
LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". CAULK CL
WOOD SCREW EDGE DISTANCE MIN.3/4". 1 a
COMBINATION WOOD COMBINATION WOOD
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1.so'- �41!
MULLION (BOXED) MULLION (BOXED)
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN .25' p _��
OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE HIM AX 13�obD SCREWSMINIMUM EMBEDMENT OF 1-1/4". EACH ENDam�mmNaWCL- re5 26 17
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO CBtldLahalND��OIi y4 sum: N.T.S.
TRANSFER LOADS TO STRUCTURE. RenaWed6y. DWG.Gr: SWS
e® Da@R1h
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 155 LBS, TYPICAL WOOD BUCK
ANCHOR INSTALLATION
INTEGRAL WOOD DING-MA-FL0214-17
MULLION (CHS) sn 3 a 3