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Product Approval Menu>Product or Application Search>Application List>Application Detail
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Product Manufacturer
Address/Phone/Email ethnology Drive
Nokomis,FL 34275
(941)486-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext 21140
jrosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category & nor -s
Subcategory winging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Miami-Dade BCCO-CER
Validated By Miami-Dade BCCO-VAL
Referenced Standard and Year(of Standard) Standard Year
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 08/24/2015
Date Validated 08/31/2015
Summary of Products
FL# __,Nu cr 4r Nam_ [Ses r�tiPoh
-� u o-ut sldelites
https://floridabuilding.org/pr%pr_app_dtl.aspx?param=wGEVXQwtDgvweIwRFXRvHDBO... 9/4/2015
Florida Building Code Online Page 2 of 3
(Limits of Use Certification Agency Certificate II
Approved for use In HVHZ:Yes FL253 RSS C CAC 15-0528.24 LM.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date 1
Impact Resistant:Yes 10/18/2017
Design Pressure:N/A Install on Irtstructi
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for L M. df
product performance information,anchorage details,and anchor type, i cCA-CER
size,and spacing information. reated by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.2 FD-101(Non-Impact) Outswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R15 C CAC 15-0528.25 Nt.ndf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 08/02/2017
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253-„R_;l,5 ti 15-0528.2.5 NI_gdf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.3 FD-5455(Non-Impact) Outswing Vinyl French Door with or without Sidelites and Transom
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL253 315 C,4Af 15-0405 Gi,;n,if
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/23/2019
Design Pressure:N/A Installation Instructions
Other: FL253 R1.5 Ii 15-0409.01..pdf
Verified By:Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports I
Created by Independent Third Party:
253.4 FD-5555(Impact) WinGuard Outswing Vinyl French Door with or without Sidelites and
Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R15 C CAC 15-0409.03b.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date `
Impact Resistant:Yes 01/23/2019
Design Pressure:N/A Installation Instructions
Other: EL253 I115 Ii 15-0409A3b_pdf
Verified By:Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.5 FD-650(Non-Impact) Outswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL253 RSS C CAC 14-1117.u4,prif
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253 RIS it 14-1117.04.odf
product performance information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.6 FD-750(Impact) WinGuard Outswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R15 C CAC 14-1117.05.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 02/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253 RI.5 I1 14-1117.05.pdf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.7 SE-3550(Impact) Outswing Aluminum Storefront Door with or without Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 RI5 C CAC 15-0612.09.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 01/17/2018
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253 R15 11 15-0612.09.udf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing Information. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: f
.............................-.-.._.............................
................._.........._....._.._._........................_................- -..._................._................._....__........... -..._..............i
E0 M
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Cooyriaht 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 mall.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:
RzChxcl..
https:Hfloridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvwelwRFXRvHDBO... 9/4/2015
MIAMI-DADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES MER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) wway.miamidade.gov/econom}
PGT Industries,Inc.
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series�0 minum French Doors ry/wo Sidelites—L.M.I.
APPROVAL DOCUMENT: Drawing No. 11005-1 Rev E,titled"Alum. French Door&Sidelites,Impact",sheets 1
through 10 of 10, dated 04/04/2012 and last revised on 05/29215, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller;P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of
Acceptance number and Expiration date by the Miami—Dade County Product Control Section.
MISSILE IMPACT RATINGtY; e an mall 1+Ii ails Imnact Resistant
Limitations:
1. Use of Table 1,require full length reinforcements(item 422)for OX,X0,XXO,OXX,OXO and OXXO.The
lower design pressure from X,XX door or 0 (sidelite) shall control.
2. All laminated glazing options(glass types,A,B, C,D&E)must have 3/16"HS glass at interior side.
3. %4"Elco Ultracon(former Tapcon)to be 4"OC into Cone.and 6"into CMU(jambs).
4. Unlisted missing items 1168, 69,75-89 and 100-102 in Bill of Material are not part of approvals
5. Applicable Egress requirement to be reviewed by Building official.
LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and
following statement: "Miami-Dade Comity Product Control Approved",noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,
for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
ofthis NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA#12-0516.02 and consists of this page 1 and evidence pages E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I.Chanda,P.E.
MIAMFDADECO NTY "'" iti-o'�0r1 t•,. s=.24
...E , �,D xK017
Approval Date: July 23,pge 1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1, Manufacturer's die drawings and sections(Submitted under files#listed below)
2. Drawing No. 11005--1 Rev E,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10
of 10,dated 04/04/2012 and last revised on 05/29215,prepared by PGT Industries,signed and
sealed by Anthony Lynn Miller,P.E.
B. TESTS (Submitted under files# 12-0516.02/#11-1013.22)
1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2)Large Missile Impact Test per FBC, TAS 201-94
3)Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked—up drawings and installation diagram of fixed sidelite(0)w/insulated
laminated glass, prepared by Fenestration Testing Laboratory,Inc., Test Reports No(s)FTI,
6864, dated 04/02/12, signed and sealed by Marlin D. Brinson,P.E.
2) Test reporton 1)Air Infiltration Test,per FBC, TAS 202-94
2)Uniform Static Air Pressure Test,Loading per FBC TAS 202.94
3)Water Resistance Test,per FBC, TAS 202-94
4)Large Missile Impact Test per FBC, TAS 201-94
5)Cyclic Wind Pressure Loading per FBC, TAS 203-94
6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94
Along with marked—up drawings and installation diagram of Aluminum outswing doors
w/sidelites, prepared by Fenestration Testing Laboratory, Inc.,Test Reports No FTL-5212, dated
95/05/2007, signed and sealed by Carlos S.Rionda,P_E
C. CALCULATIONS
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214(5th Edition), prepared by PGT, signed and sealed by Lynn Miller,P.E.
2. Glazing complies w/ASTME-1300-02, 04&-09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc, for their
"DuPont Butacite®PVB Interlayer", expiring on 12/11/2016.
2. Notice of Acceptance No. I1-0325.05 issued to Solutia Inc. for their"Satlex(clear& color)
interlayer", expiring on 05/21/16.
F. STATEMENTS
I. n ei f aceto ' �' ' V no financial interest,
prepare y ate 22/15, signed and sealed by Lynn Miller,P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA#12-0516.042, expiring 10/18/17.
2. Test proposals dated Jan 18, 2017 and 02/15/12 approved by Jaime D. Gascon,P.E.
((
1G"5 1 • `�wI.—\—
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.15-0516.02
Expiration Date: October 18,2017
Approval Date: July 23,2015
E-1
MODUCrk9V AW
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS r",J Wwkb At A-d"
PdA
GORf(CiNS X, c}X, d 0 XXO,0 NOTES: e� atat Z4
(Fof#0E)QRS wlsoEltIT Int MER ur rvR i n�uwR vn o u���� PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS 8 (118 090 3116'HS)
S,.090 PVB,3/16" S FBe.1 as ■,ee�N co.a.ty
DOORS WITH GLASS TYPES A,B,C,D OR E C.7/16"LAMI(3/16"A..090 PVB,3116"HS)
HEIGHTD.7/16"LAM[(3116"HS,.090 PVB•3/16"HS)
X WIDTH XX WIDTH 68-79 314" 7°-83 3/4" 1 87 3/4" 1 913/4" 80_ E.13/16"LAMI IG(3116^TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS)
2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y W
3 6° 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75. MAX.OX/XO WIDTH = 731/2" o U
O WIDTH SINGLE SIDE LITES WITH GLASS TYPIEW MAX.OXO WIDTH=1091/2"
27 3!4" +75.0 -75.0 +75.0 -75.0 +75.0 -75,0 +75.0 -75.0 +75.0 -75.0 MAX.XXOIOXX WIDTH=107 314" U) o d
MAX.OXXO WIDTH=143 3/4" 0 2
36118" +75.0 -75.0 +75.0 -75.01+71.41-71.4 +67.6 -67.6 +64.2 -64.2 o
3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" cn i o
36 3/4"
+75.01-75..01+74.91-74.91+70.41-70.4 +66.6 66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE €
O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. W
36 3/4"
+75.01-75.01+75.01-75.01+7,5.01-75.0 +75.0 -75.01+75.01 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. cn ❑
_ U) LL
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR!SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
L
� N
Lu
APPROVED CONFIGURATIONS:OX,X0,OXO,XXO,0)0(&OXXO EX.A FROM TABLE 1. U O
OXO WITH GLASS TYPE A Z LU O
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) D_ ..hN-
30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES Q ❑ °Z
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION DESIGN PRESSURE_+67.6/-67.8 PSF U W U
GLASS TYPES A,B,C,D OR E e O = LLI
HEIGHT EX.B FROM TABLE 1. Z U) a
OXXO WITH GLASS TYPE A p
X WIDTH XX WIDTH 68-79 3/4" 7°-83 3/4" 87 3/4" 91 3/4" 8°-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES > u> z LL
DESIGN PRESSURE=+70.4/-70.4 PSF Q o O 3
20 25 1/2" 40 47 314" +58.6 -58.6 +55.4 -55.41+52.41-52.4 +49.8 -49.8 +47.4 -47.4 'g` CV n(n j LL
27 1/2" 513/4" +54.9 -54.9 +51.8 -51.81+49.01-49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. a
OXO WITH GLASS TYPE C L1J ❑ ~
291/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46,1 +43.8 -43.8 +41.6 -41.6 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES
DESIGN PRESSURE=+43.6/-43.6 PSF N
2° 311/2" 50 593/4" +49,0 -49.0 +46.2 -46.2 +43.F -43.6 +41.4 -41.4 +39.3 -39.3 ® oa 4
28 331/2" 54 63 3/4" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39,3 -39.3 +37.3 -37.3 EX.D FROM TABLE 2. o�% i
OXXO WITH GLASS TYPE C FF
351/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +36.1 -38.1 +37.51-37.5 +35,61-35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES =�
DESIGN PRESSURE=+43.1/-43.1 PSF r a°:Q o
30 371/2" 6° 713/4" +34.0 -34.0 +34.0 -34.0 +34.0 L-34.01+34.01-34.0 +34.0 -34.0
O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH o z g
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
10 314" +75.01-75.01+76.0 -75.01+75.01-75.0 +75.01-75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT
1231411 +75.0 -76.01+75.0 -75,01+75.01-7-5.0 +75.0 -75.0 +75.0 -75.0 DETAIL.
;c .......
SINGLE 19,. +72.4 -72.4 +6B.5 -68.51+65.01-65.0 +61.9 -61.9 +59.0 -59.0 vQ �J�l
SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.81-57.8 +55.0 -55.0 +52.4 -52.4
27 3/4" +52.9 -52.9 +49.9 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6
iiz
Z:Z4 0
J'•J o 4: a
361/8" +35.2 -35.2 +35.2 -35.2 +35.2 -35.21+35.2 -35.2 +34.4 -34.4 >�'.' z N Z
oy ,
36 314" +34.0 -34.0 +34.0 -34.0 +34.01-34.01+34.01-34.0 +34.0 -34.0 K••••' .
-731/2"MAX. 109 1/2"MAX. 143 3/4"MAX. 0.96OLicT
36 314" 36 3f4"
3/4. v,.*lftg.wklk W PlarSdi
---F--SEE NOTE 3—f-36 3/4" 36 3/4" 36314. lo.mim CO&
MAX. MAX. MAX. MAX. SEE NOTE 3 MAX.
-7
y
4949 41
49
LU
95314- co
MAX Z!
(TYP.) 0 ar
L]:kj,
103
Lo
0
E� LJEj E[ JE E
JE
Ef Ef E
t
X
_Q x
0 0 ff AC ff AINACTC)
U)
U) LL
'*—
SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4-:7" SEE NOTE 4 W
06 10
OX OR XO oxo 9XX0 41 x 6i cl)
0 %a
713/4"
< Im
371/2" MAX z
14!31`16-MAX.
DLO(TYP) 33 5/8'MAX L)w
O
a: z
'AMAX) (TYP) DLO(TYP.) U)
A----i B z
5 z(1) 0 w
ti o
95 3/4" d ¢ '9 7
49 MAX 49 41 ILL
HT. IG
TYP. "3/4' w <
4 3/8" 103 MAX.P.) !g.,
MAX
DL 84 3/8'
TY MAX.
DLO
(TYP,) DOOR
40" DLO HEIGHT .=HEIGHT-11318"
(TYP)D DLOWDTHX =DOOR WIDTH-121611611
D c JC F� IF DLO W:DTHXX'=DOOR WIDTH/2-115116'
\.XAC . I/ I SIDE LITE
X WACT
DLO HEIGHT=HEIGHT-113/8"
A DLO WIDTH =WIDTH-31/8"
NOTES: Xx
1.FOR ANCHORAGE DETAILS SEE SHEETS 8THROUGH ID.
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
z
3.SIDE LITES OVERLAPX'ANDXX'DOORS BY 314"WHEN ASSEMBLED TO MAKE'XO'.'OX'.'OXO"XXO','OXX'AND'OXXO'CONFIGURATIONS.
4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). 0),
5.CLEAR OPENING FORX AND'X)C DOORS AS FOLLOWS: CV DOORS=WIDTH-5,646) ('XX'DOOR=DOOR WIDTH12-4.079)
HEA
ZONE 9' "ZONE D"ZONE D" �
I ZONEDE" HEAD--HEAD HEAL) HEAD HEAl
--tZONEDE"I
exauucrNFnnso
r"'plyin with the PIc,i4
fhwhy Coo
�aaw�ee No/5=OSS•�•'tf
fa�indw OW '1
x=MINIMUM JAMB ANCHOR .+� �
LOCATION.
Q 4 ¢ a ro m ¢ m
z _ Z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB N W
N N N N N N 0 ry ANCHOR LOCATION,
rc
m m m m m m m gm EQUALLY SPACED AS p
Q q ¢ REQUIRED PER TABLES O Q
3-7 ON SHEET 9. �O $ p
8
I ui 10 SILI II I II UJI ;z
Q Z J
ZONE I Cl. �ZONE"D"�ZONE"D"~ �ZONELE"~ ~ZONESILLD"ZONE"ESILL "� z U N 0 LL
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 Q Z O_ o1S 8 O
HEAD HEAD HEAD HEAD HEAD Z O p
ZONE HEAD ZONE HEAD HEAD ZONE ZONE HEAD HEAD ZONE EXAMPLE mu Q o
„E„ ZONE"F"� „E„ rZONE"D"ZONE"F"� „E„ „E„ ZONE"F"ZONE"F"� „E„ 1 ANCHORAGE SOLUTION w o (3e co
** ** FOR A CONCRETE z LL w o z
OXXO INSTALLATION s C z
o UO W
A.19"x 83 3/4"SIDE LITES"B"AND >- in LL p
m m 2 m in pp "E"ZONE ANCHORS FROM Q p o 2 p
w w w w w w TABLE 7,SHEET 9. N a0 LL
o OXO N o XXO OR OXX O N OXXO N PLUS, a w ¢ a
m m m m
g Q ¢ ¢ Q B.71 3/4"x 83 3/4"XX DOOR ZONE
Co
"I"ANCHORS FROM TABLE 4, ® cNan m
SHEET 9,EACH"F"ZONE. >-X0o
gi
* SEE ENCIRCLED VALUES,SHEET UR$•N a
SOLUTION: P.: o
TOTALS(4)TYPE 1 OR 2 ANCHORS g= = IS
I I SILL ILL L** SILL EACH JAMB AND 2+5+5+2=(14)
{ ZONE �-- SILL ONE—( SILL SILL � SILL SILL 4
ZONE ZONE ZONE TYPE 1 OR 2 ANCHORS AT HEAD
ZONE'F" ZONE"D" ZONE"F" „ ZONE"F" ZONE"F"
"E" ,E" "E" E" "E" AND AT SILL.
SEE TABLE 7.,SHT.9 SEE TABLE 7.,SHT.8 1 �O
EXAMPLE OF ANCHORAGE FOR A 713/4"x 83 3/4"'XX'DOOR, + =ANCHOR LOCATION FOR i
WITH 19"x 833/4"SIDE LITES(SEE SOLUTION AT RIGHT). EXAMPLE ABOVE �4,.• "
1APPROVED
PROVED ANCHOR TYPES ARE: 1.114"ELCO TAPCONS g.1/4"ELCO SS4 CRETE-FLEX Iv ASONRY ANCHORS 3.#12 SCREWS z'' z R:Q
Q 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(4"MIN.O.C.FOR CONCRETE,6"MIN.O.C.FOR CMU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
JAMBS(ALL):13114"MAX.FROM CORNERS AND 23 118"MAX.O.C. '• 4' O.}a
J
HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 718"MAX.B.C.
HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C. 'i,�vy'�••••• '�0��``
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. i�� p\ 01
it ��
2X WOOD 13/4' 2X WOOD 3.4 KSI MIN CONC I__ 1 3/4"1, 1 314"MIN.E.D.
E.D. MIN D. MIN'E,Q
arm 0
BUCK,NOTE 2 3.4 KSI MIN.CONC. MIN BUCK,NOTE 2 1X WOOD BUCK,NOTE
I 3w TYPE I no
I X WOOD 13/4"TYPE 2
1318"TYPE I
-TYPE 2
MIN. BUCK.NOTE 2 3/4 -7
1 3/8"MIN.
113/8,
MIN.
Mind Da&rrj*W GAW
114"MAX. MAX.
1/4 MAX. 1/4"MAX. SHIM
SHIM SHIM SHIM
WOOD EXT..
—ANCHOR CONC. EXT. WOOD EXT. CONC.
EXT. TYPE 2 OR 3. ANCHOR, ANCHOR ANCHOR, 04 Lu
I"
NOTE 1 TYPE
NOTE 1
NUIL:I TYPE 2 OR 3,
OT
ITN E
1 1/4"TYPE 1 OR 2(CMU) NOTE I
p 0 o
DOOR HEAD(WOOD) NC) 13/8'TYPE I(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) U3
13/8" 1 314"TYPE 2(CONC) . 0
1/4" SHIM MIN. 1/4"MAX. __�z 1 1/4"TYPE I OR 2(CMU)
SHIM 1141 MAX.SHIM1/4"MAX. 1 318"TYPE 1(CONC) (6 9 0
1;3;4;"�M IN.E.D 13/8"MIN. T 1 3/4"TYPE 2(CONC) LLI
314"
WOOD MAX.A SHIM OR CONC. MIN.E.D. zi
IR
tED
C
ANCHOR M# ANCHOR,
• LLI
ON CONC NOTE 1 0
Z
ED
STAGGERI ANCHOR 1.5 KS MIN.CMU OR 0 V5 ILL
S
ON • WO0 OD 3.4 KSI MIN.CONC. cd
CENTERS, jg 0
TYPE STAGGERED ANCHOR, U)
3/4"MIN.E.D. 0,Lu
2 OR 3, CENTERS, "1 3/4'M I N.E.D. TYPE 0
NOTE NOTE
2 OR 3. 0 (1)
W
2X WOOD EXT. _) o 0
OD BUCK, - 7X WOOD NOTEI r LLJ Z LLj Z
BUCK,NOTE 2 Ems, lxwo NOTE2 "15 KSI MIN.CMU OR BUCK,NOTE 2 1 X WOOD BUCK,NOTE 2 EXT. W y 0
KSII"ONC. 0� U w
-4 SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) 0 Z) z
DOOR JAMB(WOOD) D@XRFJAX4BT(J&MS�r' Ll
WOOD ANCHOR TYPE 2 N 0111 W —
OR 3,NOTE 10 LL 0
>. Lo
WOOD ANCHOR,TYPE 2 OR 3 NOTE I CONC.ANCHOR,NOTE 1 IX WOOD EXT 11 < 0
EXT. BUCK,NOTE 2 0 5 LL
EXT. NOTES Z 6_j
EXT. 1/4"MAX. 114"MAX. 1/4"IV 114"MAX. < it-<
SHIM SHIM
-,'SHIM
13/8 -Y PE1 0
318"MIN.
13/4"TYPE 1 3/8"MIN.IN. 318'
PEI
3.4 KSI MIN. a
13/4" .1314"TYPE 2
3.4 KSI MIN CONC.
DOOR SILL(WOOD) T No S 11 MIN.E.D.
2X WOOD BUCK,NOTE 2 AIN_E�D 2X WOOD BUCK,NOTE 2 13/4"
SIDE LITE SILL(WOOD)
SIDE LITE SILL(CONC) z
NOTES:
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4"TAPCONS EMBEDDED 13/8"MIN.(TYPE 1) OR 1/4"SS4
CRETE-FLEX EMBEDDED 1 314"MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USEiK
/vy.
#12 SCREWS,G5(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8"MIN.(TYPE 2). IN �l
AE 2.WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I 112"THICK. lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS
DEPICTED AS 2x ARE 1 1/2"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR As APPROVED BY THE
4
0;
AUTHORITY HAVING JURISDICTION(AHJ). 4�m'l
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(340D PSI MIN.).(DONE BY OTHERS)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE- IF SUBSTRATE IS
WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.