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Application Status
y DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
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Comments
Archived
i '
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technoiogy Dri
North Venice 275
-0100 Ext 22318
druark@pgtindustries.com
Authorized Signature ]ens 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 Exterior Doors
Subcategory 1 Swinging Exterior Door Assemblies
Compliance Method Mark or Listin
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 08/08/2016
Date Validated 08/12/2016
Date Pending FBC Approval
Date Approved 08/18/2016
1
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Florida Building Code Online Page 2 of 3
Summary of Produc
FL# IMlogel,Number or Nam Description
253.1 JFD-101(Impact) WlnGuard Outswing Aluminum French Door with or without Sidelites
Limits of Use Certlficat!o nsyX*rUficate.
Approved for use In H fl
Approved for use outside HVHZ:Yes uality Assurance C ract ation Date
Impact Resistant:Yes 10/18/2017
Design Pressure:N/A Installatlon Instructions
Other:Please see Miami-Dade County Notice of Acceptance(N )for FL253 R17 II 16-0629.17.odf '
product performance information,anchorage details,and anchor e, Verified By:Miami-Dade BCCO-CER
size,and spacing information. rzqated by Independent Third
Evalua f
Created by Independent Third Party:
253.2 JFD-101(Non-Impact) Cutswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:Yes FL253 R17 C CAC 16-0629.18.6df
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 R17 It 16-0629.18.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:
253.3 JFD-650(Non-Impact) Outswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R17 C CAC 16-0629.15.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/24/2020
Design Pressure:N/A Installatlon Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NOA)for FL253 R17 1! 16-0629J5.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:
253.4 FD-750(Impact) WlnGuard Outswing Aluminum French Door with or without Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R17 C CAC16-0629.16.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 1 02/24/2020
Design Pressure:N/A Installation Instructions
Other:Please see Miami-Dade County Notice of Acceptance(NCA)for FL253 it 1 7 11 16-0629.16.1)df'
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:
253.5 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 R17 C CAC 16012606�odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/23/2019
Design Pressure:N/A Installatlon Instructions
Other: FL253 R17 II 16012606.odf
Verified By:Miami-Dade BCCO CER
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
253.6 FD-5555(Impact) WlnGuard Outswing Vinyl French Door with or without Sidelites and
Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL253 R17 C CAC 16012604.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: - FL253 R17 11 16012604.pdf !
Verified By:Miami-Dade BCCO-CER
Created by Independent Third Party:
Evaluation Reports1
Created by Independent Third.Party: I
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 R17 C CAC 16-0421.'10.odf
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(NCA)for FL253 R17 I! 16-0421.10.odf
product performance Information,anchorage details,and anchor type, Verified By:Miami-Dade BCCO-CER
size,and spacing information. Created by Independent Third Party:
1 Evaluation Reports '
Created by Independent Third Party:
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
mall 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,
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Florida Building Code Online Page 3 of 3
y� please provide the Department with an email address which can be made available to the public.To determine If you area licensee under Chapter 455,F.S.,please
1. click here.
Product Approval Accepts: i
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P g g P P PP_ P P Q q
MIAMI- MIAMI-DADE COUNTY
LTWCUM PRODUCT CONTROL SECTION
11805 SW 26 Street Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) �' Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miwnidade.gov/economy
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 AHJ 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 de d herein,and has been designed to comply with the Florida Building Code,
including the High Veloc' lu one.
DESCRIPTION: Seri s" -101"At um French Doors w/wo Sidelites—L.M.I.
APPROVAL DOCU NT:Drawi o. 11005-1 Rev F,titled"Alum. French Door'&Sidelites,Impact",sheets 1
through 10 of 10, dated 4/04/20 and last revised on 06/08/16, prepared by PGT Industries, signed and sealed by
Anthony Lynn Miller, P. E., ng the MiProduct Control Revision stamp with the Notice of
Acceptance number and Expir ion date e Miami—Dade Co ty Product Control Section.
MISSILE IMPACT RA :La a and Small Missile Imp ct Resistant
Limitations:
1. Use of Table 1,require full len forcements(ite 2)for OX,XO,XXO,OXX,OXO and OXXO.The
lower design pressure from X,XX door or si elite)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 Conc.and 6"into CMU(jambs).
4. Ix or 2x buck to be properly secured to sustain imposed load and to be reviewed by AHJ.
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 County 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 a1 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
of this 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#15-0528.24 and consists of this page 1 and evidence pages E-1 &E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda,P.E.
NOA No.16-0629.
MIAMI•DADE COUNTY Expiration Date: October 18,2017
`���� !Approval Date: July 21,2016
A,`
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 F,titled"Alum.French Door&Sidelites,Impact",sheets 1 through 10
of 10,dated 04/04/2012 and last revised on 06/08/16,prepared by PGT Industries,signed and
sealed by Anthony Lynn Miller,P.E.
B. TESTS
1. Test report on 1)Uniform Static Air Pressure Test,per FBC,TAS';202-94
2)Lar e Missile Impact Test per FBC,TAS 201-94,'
3)Cyc�ic Wind Pressure Loading per FBC, TAS 203-94
Along with marked-up drawings and installation diagram of Aluminum Sliding Glass Doors(w/
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory,Inc.,
Test Reports No(s)FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16,06/07/16 and 06/20/16,
all signed&sealed by Idalmis Ortega, P.E.
2. 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)FTL-
6864, dated 04/02/12,signed and sealed by Marlin D. Brinson,P.E. (Sulimitted'under files#12-
0516.02/#11-101.3.22)
3. Test report on 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 l'
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 2411 3.2.1,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
05/05/2007,signed and sealed by Carlos S. Rionda, P. E. (Submitted under files# 12-516.02/#11-
1013.22)
C. CALCULATIONS (Submitted under file#15-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15,complying with FBC-
214 (51 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).
I
Ishaq L Chanda,P.E.
Product Control Examiner
NPA No.16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
i
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc:'(former E.I. DuPont
DeNemours&Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA)former
Solutia Inc.for their"Saflex Clear or colored interlayer", expiring on 05/21/16.
F. STATEMENTS(Submitted under file#15-0528.24)
1. Statement letter of conformance to FBC 2014(5tb edition)and letter of no financial interest,
prepared by PGT, dated 05/22/15,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#15-0528.24,expiring 10/18/17.
2. Test proposal# 16-0152 dated 03/09/16 approved by RER
3. Test proposals dated Jan 18,2017 and 02/15/12 approved by Jaime D:'Gascon,P.E.
i
shaq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
E-2
STANDARDS USED:
NOTES: OUASTM IMPACT FRENCH DOOR(S)AND SIDE LITE(S) • ORIDA BUILDING CODE(FBC),STH EDITION
_ •ASTM E1300-09
•ANSVAFBPA NDS-2012 FOR WOOD CONSTRUCTION lRCpOCf REV16ED
1.GLAZING OPTIONS: -ALUMINUM DESIGN MANUAL,ADM-2010 scqnpb0iwhk IYeF6"
A.3/8"LAM[NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AMLS100-071S2-2010 "nomad"
SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS, RgyA111rpete T7 .2017
B.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE r' F
XIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. �
MA
C.7/16"LAM[NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM
PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS.
D.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3116"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE Y04 LL
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. z
E.13/16"LAMI IG NOM.(.840")CONSISTING OF(1)LITE OF 3/16"TEMPERED GLASS,1/4"AIRSPACE,(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB NOA DRAWING MAP o U
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. d Q
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET U)
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 1t'•O
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........I ; X 9 - .p
3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO. GLAZING DETAILS........... 1 (n z O
4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES...... 2 EW-• �
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR.MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FO$ANCHORAGE ELEVATIONS.................... 3 � cn J c
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS............. 4 = J W
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 0 — a O
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 N F¢- '�
7.REFERENCES: EXTRUSIONS................... 6.7 w WO 06 g 0
TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10a (' O y—
DESIGN MANUAL. o Z O (j)
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY m N
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS
9.CONFIGURATIONS WHICH CONTAIN ASIDE LITE-70 DOOR CONNECTION: AN.=ANNEALEDco z z Z
A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED
B.FULL LENGTH REI 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP.=TEMPERED Z W
TABLE 1.,SHT EFER TO TABLE 2,SHT. DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. o Q p
93 93 91 o a1- k o
� LLp z �¢ A
30� 30 30
4
73 q/2GS-BITE 73 1/2"GLASS BITE 74 _ 1!2"GLASS BITE
0L =
EXTERIOR EXTERIOR 1 EXTERIOR v '2 0
a a 94 a 94' "
-- - -
-.._ -- _ 118"AN:OR -- =- _` 3/-16"-AN.-OR ---- _ __-- _ _ - _1/4"AIRSPACE
-- - - -- - - - 3/16"HS. �
HS.GLASS 3/16"HS. HS.GLASS - 3/16"HS. - - - _ GLASS-
GLASS
LASS
090 PVB INTERLAYER GLASS 090 PVB INTERLAYER GLASS 3/16"TP.GLASS
( PONT BUTACITE OR _ - DUPONT BUTACITE OR 1/8"HS.GLASS
SAFLEXIKEEPSAFE SAFLEX/KEEPSAFE 090 PVB INTERLAYER Q>:• _
MAXIMUM) MAXIMUM) (DUPONT BUTACITE) i t o.F,8705
3/8"NOM. 7/16"NOM. 13/16"NOMI
GLASS STACK GLASS STACK - GLASS
STACKof
3/8"LAMI NOM. 7/16" LAMI NOM. 13/16"LAMI IG NOM. J% �` xL
GLAZING TION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1
A.'L�MN MILCEA,P.E.
P.E.0 58705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES:
APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO veonucrRpvtseo
45"aMYing wi6 the rl"'ida
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LRE PREVAILS) 1.GLASS TYPES: b°"s°tC.&
A-4-ce No IL-062q.17
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8"LAMI(1!8"A,.090 PVB,3116"HS)
B.3/8"LAMI(1/8"HS,.090 PVB,3/16"HS)
DOORS WITH GLASS TYPES A,B,C,D OR E
C.7/16"LAMI(3116"A,.090 PVB,3/16"HS) ---
HEIGHT D.7/16"LAMI(3116^HS,090 PVB,3/16"HS) AyAr
X 1MDTH XX WIDTH 68-79 314" 7p-83 314" 87 314" 91 3/4" !7-953/4" E.13/16"LAMI IG(3/16"TP,1/4"AIRSPACE,-1/8"HS,.090 PVB,3116"HS)
3° LL
37 1/2" a 71 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 2.COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y .N- s
MAX.OX/XO WIDTH = 73 1/2" F-
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" 30 UQ
27 3/4" +75.01-75.01+75.01-75.01+75.01-75.01+75.01-75.01+75.0 -75.0 MAX.XXO/OXX WIDTH=107 3!4" U) p a
MAX.OXXO WIDTH=143 3/4" 60
361/811 +75.0 -75.01+75.01-75.01+71.41-71.41+67.61-67.61+64-2 -64.2 1: - o
3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS s4 1/8" g -� g fq 9 O
36 3/4" +75.0 -75.01+74.91-74.91+70.41 -70.41+66.61-66.61+63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
O V61DTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC. NARROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. .1
]_-3&V4-,+75.01-75.01+75.01-75.01+75.01-75.0 +75.0 - 5.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p o
U) LL
T E 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 08 to
APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXOFJC.A FROM TABLE 1. w y 04
HE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A O
R ORCEMENT IS NOT REQUIRED AT DOOR CONNECTION 30"WIDE x 90 HIGH SINGLE DOOR WITH 29"SIDE LITES a Z
DESIGN PRESSURE=+67.6/-67.6 PSF U) 2
STYPES A,B,C,DORE w Z
HEIGHT EX.B FROM TABLE 1. W W
OXXO WITH GLASS TYPE A d W
X WIDTH XX WIDTH 68-79 314" 7)-83 3/4" 87 314" 91 3/4' 8p-95 3/ 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES Z u_
p p DESIGN PRESSURE=+70.4/-70.4 PSF •• o � a p
2 25 112' 4 47 3/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 49.6 + .4 47.4 8 U Z �
27 112" 51 3/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. a 0 Q H
OXO WITH GLASS TYPE C
29 1/2" 55 3/4" +51.7 -51.7 +48.8 -48.8 +46.1 -46.1 +43.6 -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
2p
311/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3 ® ON
28 33 112" 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.
OXXO WITH GLASS TYPE C
35 1/2" 67 3/4" +38.1 1'-38.11+38.1 -38.1 +38.1 -38.1 +37.5 -37.5 - s3 3/4^WIDE x so"HIGH DOUBLE DOOR WITH 26"SIDE LITES -io
DESIGN PRESSURE=+43.1/-43.1 PSF o
e 37 1/2" j p 71 3/4" .0 -34.01+34.01-34.01+34.01-34.01+34.01-34. +34.0 -34.0 0 a� F
-- - -_GLASS_TYP_ES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH $= z
- - - -_ -
REQUIREDREINFORCEMENT:AT-DOORTOSIDELITE_- ____
10 3/4" +75.0 -75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.01+75.0 -75.0 CONNECTION SEE SECTIONS-E,-SHEET 5 FOR REINFORCEMENT - -
12 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.01+75.0 -75.0 DETAIL.
SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9 +59.0 -59.0 - -
SIDE LITE 213/4" +64.5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4
27 3/4" +52.9 -52.9 +49.9 X9.9 +47.2 47.2 +44.7 -44.7 +42.6 42.6
361/8" +35.2 -35.2 +35.21-35.21+35.2 -35.2 +35.2 -35.2 +34.4 -34.4
36 3/4" +34.01-34.0 +34.0 -34.01+34.0 -34.01+34.01 -34.0 1+34.0 -34.0
A.LYNN MILLER,P.E.
P.E.#5870.5
731/2"MAX. 109 1/2"MAX. 143 314"MAX.
36 314" 36�3/4-_ SEENOTE3_�__36 3/4" 3,6 314- PRO"K r REVISED
363/4
MAX� MAX. MAX. MAX —SEE NOTE 3 MAX. loolpw"with
th.Fu'jda
A,ctotxm 17
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95
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103
0
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0 0 x A'�' CT w
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SEE NOTE 4 SEE NOTE 4 (n LL
od 0
OX OR XO oxo oxxo SEE NOTE 4 SEE NOTE 4 __041 ---SEE NOTE 4 ce)
0 U)
MAX.— 36 3/4"
37 1/2" 2 6" z
MAX DLO 33 5/6" U) %."
A' A B DLO(TYP.) z
Z UJ
0
195
o
49 M 49V 41
0 :) ILL
Tw
1Q P 95314" w <
84 0103 MAX. !g'n
MAX Typ*)
\ DLO 84 3/8'
Typ MAX,
MAX.AX
33 5/8.MAX.A�
DLO(Typ.)
X49
Cc DLO x
(TYP-) DOOR
40" DLO HEIGHT =HEIGHT-113/8!'
(Typ)_ _ DLO WIDTH W =DOOR WIDTH--DLO WIDTHXX�=DOOR WIDTH1211 6/16",---
/Z INACT 0 SIDE LITE -12 1511W
\4
C .
DLO HEIGHT=HEIGHT-113/8"
j
A B DLOWIDTH =WIDTH-3-118"
NOTES: x xx 41 0
1 FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10.
2 FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3 SIDE LITES OVERLAPX AND'XX'DOORS BY 3/4'WHEN ASSEMBLED TO MAKE'XO','OX','OXO"XXOI.'O)O('AND'OXXO0 CONFIGURATIONS.
4 REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2).
5.CLEAR OPENING FORX AND'XX'DOORS AS FOLLOWS: ('X'DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH12-4.079)
A.LYNN MILLER,PE.
P.E.#58705 j
'PR
o rhy r BF.v►seo.
AS
�MY1gl NNS t!c Florida
tradingG k
40
7
EXTERIOR INTERIOR
/ I
10 1 2 / 6�— Y r sw
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65 AT SILUJAMB0 $ O
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EXTERIOR INTERIOR SEALANT g
62
LU
l63 LL
T— ®
ca 'd O
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MAX. UB F- U Z
MAX. MAX. MAX. SIDE 62 � Z
DLO DOOR DLO LITE w
HEIGHT HEIGHT Q W o
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8 � SLL
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® QN�Cpn1 W
}} N
U' h n V4
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SL VIEW G-G F N O
---- —
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-- - - - - - _
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30 - 61 -- -
12 . :
--
40 1.489 _
11 K 16
DOOR SECT.A-A SL SECT. B-B
13
VERTICAL VERTICAL
— A.LYNN MILLER,P.E.
P.E.#58705
4 49 s'rcoouc r asvrseu"
.^� Plyiog with the F7atk4
NWRieK U"dc
—MAX.'XX'WIDTH
ffL.f'Rnik «co.en{
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DLO 'XX'SECT.C-C DLO 31 g w o
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W
0
MAX.'X'WIDTH 20 p o
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cn oa 'o
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s W = yZ
INTERIOR a J U
0 - H W
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1 o
46 21 ' EXTERIOR z = F Q
0�5HORIZ.
SPACING,SAME ASn a m
67 JAMB ANCHOR SPACING
MAX.SL WIDTH (SEE SHEETS 7,8 AND 9) IMAX.SL WIDTH
oval v"ax
o= Z
66
{ SEE TABLES 1 AND 2 AND r �1
MMAX.
AX.
� DLO 2 22 NOTES ON SHEETS 1&2 DLO �•6 �� ��
66 62 SL SECT. E-E FOR APPLICABILITY SL SECT. F-F
HORIZ. (DOOR W1 SIDE LITE) HORIZ. (SINGLE SIDE LITE)
A.LYNN MILLER,P.E.
P.E.0 50705
ITEM DWG IPGT# DESCRIPTION
1 943B 60411 FRAME HEAD
2 1010 60300 WSTP.,QLON.190 x.375 HIGH PRODUCTREV[Seb
3 7070 67070K BULB WEATHERSTRIP.187X.300 HIGH "—plybit with"m noddy
4 955 7955X FLUSHBOLTSTROKEPLATE hvmNo 2
5 938 79MX 2 PT.LOCK STRIKEPLATE A—pb 17
6 956 7956A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL
7 7832x12FP)P #832 X.500 PH.FL MS-S.S.WISILICONE PATCH STRUCTURAL
S 995 70995 GASKET(BETWEEN THRESHOLD S FRAME JAMB) SILICONE �ridF.r~.!�st C�roLmJ
9 1we 70996 GASKET BETWEEN HEAD 8 FRAME JAMB) STRUCTURAL 3116"NOM.
POLYISOBUTYLEN 1/4"NOM. FOAM
10 952A 8533018 FILLER HEAD ADAPTER WITH DESICCANT WITH
11 11000 611000M OUTSWING THRESHOLD DESICCANT
12 1670 671670 WSTP,.350 RD FOAM FILL T.SLOT(AMSBURY#32011)
13 11004A 611004M OL/TSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS Y N LL
14 110OlA 411001A ACETAL SPACER.0851NHOUSE INJECTION MOLDED) Cn
7 V
15 11002A 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED)
16 11003A 411003A ACETAL SPACER.140(INHOUSE NJECTION MOLDED) O
20 915D 60380 FRAME JAMB(OUTSWING)
21 1010 60300 WSTP,.QLON.190 X.375 HIGH INT.GLASS INT.GLASS U) xad O (L r'
22 6608 66608M REINFORCEMENT,1.000 X2750 X0.650,6061-T5 a O
23 1140 78X112PSATS #8 X 1.500 PH SQ A T/3
24 1048 71048 JAMB SCREW COVER CAP KODISPACE SUPER -� LC6 1 CD
U
25 S30 41721N STRIKE PLATE INSERT 80 81 ® TM ll.l r
26 1118 710xi4PFA #10 x.750 PH.FL SM9 4SG TPS SPACER NXT H
27 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH — J
30 910D 6910 DOOR PANEL,TOP d BOTTOM RAIL lL O
31 911E 6911 DOOR PANEL,SIDE RAIL a
32 917 7FRMO HINGE EXTRUSION rn LL-
1178
L
33 1178 71058FP W,B #10 X.625 PH.FL.SMS ALUMINUM 0i °� J
34 9134 60378M TRUSS CLAMP REINFORCEMENT D O
35 1130 6TRODA 5116.18 THREADED ROD POLYISO- DESICCANT FILL AREA ¢ Q
36 990 7990NUTA 5/16-18 FLANGED HEX NUT BUTYLENE 5/16"NOM. C O' rn
37 914A 60379M WEATHERSTRIP CHANNEL 5/16"NOM. SEAL w 0
36 7834FPT #8X.75 PH.FL.TEK BUTYL 8 SILICONE SEAL p Z
-21-997 70997 GASKET(BETWEEN PANEL HEAD/SILL B PANEL STILES DESICCANT ROLL-FORMED = Jf
40 1023 67924G WSTP.,.187 X.250 HIGH,FINSEAL FOAM STAINLESS STEEL V
41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY O F- z
42 1145 76Xl2FPAW #6 X.500 PH FL SMS TYPE BDS EXT.GLASS U3 LU
43 1212 7P30GG SILL DUST PLUG(INACTIVE PNQ EXT.GLASS J W LL O
44 9838 6983 DOOR PANEL ASTRAGAL I(OL173WING) `O 0)
45 9848 6984 DOOR PANEL ASTRAGAL (OUTSWING) 8 u) 0
46 1213 6Q200K WSTP.,QLON.190 X.200 HIGH 8 O 0 LL
47 929 74UBLOK LOCK SUPPORT ASSY.(41707841708) INT.GLASS Q ,
INT.GLASS J
48 1139 7634F #6 X.750 PH.FL SMS LL in. G Q
49 982 FDZPTASR18OFY RP17.LOCKUBBERS ASSYSLEEVE
DURASEAL@ XL EDGE'"'
50 6R180F5 RUBBER SLEEVE O O
51 930 41721 STRIKE PL.INSERT(INACTIVE PANEL) SPACER SPACER S ;,
52 931 7FRSPX DEADBOLTSTROKE PLATE ® pN aN N
53 1118 710X34PFA 010 x.750 PH FL.SMS n a
54 957 70957X HANDLE STRIKE PLATE
55 1118 710X34PFA #10 x.750 PH FL SMS _ _ p�x a!
60 920D 69200 SIDEUTE HEADER Part# Description Material - _��;
61 9210 6921 SIDELRE SILL 1 4
62 916B 60381 SIDELITE JAMB 80 Kommeding 4SG TPS Spacer System PON x p
63 1155 781PQA #8 X 1.000 QUAD PN.SMS Spacer nXf with Hot Melt Butyl See this c= z
64 808. _ 7998 HEAD GASKETS(STOCKING#70998)-' �_ _u_ Sheet 10r _
65 Me _.7999 = - SILL GASKETS(STOCKING#70999)-
--- __ __ __ _ _ 81 Quanex Super S
66 934A 61641M SDEU`rE JAMB ADAPTER -82-- QuaneX DUiaseal Spacer--- - --- -- - Materials
87 #12 X 1.000 SHEET METAL SCREW 83 Cardinal XL Edge Spacer
70 1 1712653K ISETTIING BLOCK,3I3T X 114"X 1"WIPSA REFERENCE TEST REPORTS: $71 ,8968 8 8970
71 -- -71267K _SETTING BLOCK,1116"X 1/2'X 1'WIPSA
72 4222A 64222 BEAD,7116" - --
73 986 6968 BEAD,318"
92 986 64966 IBEAD,INTERIOR
93 1724 16IP247 IBULB.THK3K(USED M EXIRUDED BEAD)
94 GLAZING S IDCONE,DOW 893,B63 OR EQUIVALENT - (/�
05 GLASS,318'LAMI-118"A_90 PVB,3/1S"HS
96 GLASS,3/8'LAMI-118'HS,.90 PVB 3116-HS
97 GLASS,7116"LAMI-3116"A,.90 PVB,3/16'HS .
98 GLASS,7116')-AMI-3116"HS,.90 PVB,3116'HS
1102111006A 41106A ACETAL SPACER.295(INHOUSE INJECTION MOULDED) ITEMS#17-19,28,29,56-59,68,69,74-79,8491 8 99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. "
103 OFF-THE SHELF DEAD BOLT LOCK A.LYNN MILLER,P.E.
P.E.#68705
PRODUC f RIMS6D-
1.750 -1.750 1:750 1.750 to aptfi�g weh the Etotide
4:11.60 bu�KN0ieg6ede1.480-1 050 A-*%*mNo lL_n4Z5,t-f-
Eal�nD�te Inl�vli�
-T �{
d �t
I�tM1lt rndnet C++Hsd
.250-
4.726 O WEATHER
4.726 4.726 37 STRIP CHANNEL
4.626 .062 - - 050 N lL
3.000 6063-TS Y r
062 4.100 062 4.100 .062 4.675 U) d F-
4.000 4.675 0.375U
4.100 0 o
Lj , x
20 DOOR FRAME, 2.1125 .125 FE- ;o
W
JAMB r
6063-T6
DOOR PANEL DOOR PANEL LLI Q o
30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL
6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE co u-
6063-T5 6063-T5 32 6063-T5 06 m O
1.500� 1.578 t`
3.3.111 1251 1 x.558 F--.525 �{ .890 Cl _co
750 050 ,683 S �Z
.550
683 2 h
1.400 4 I172 U)
050 & r 050 Z W
050-SII
TRUSS CLAMP 3/8"GLAZING BEAD (7 7/16"GLAZING BEAD 3.000 •683 0 X o
FILLER HEAD ADAPTER 34 6063-T5 73 6063-T5 �2 6063-T5 U) LL _r
1 6063-T6 o 0
--3.100-►{ 1.092 8 8 T m J LL
3.000-l
IG GLAZING BEAD W c¢ 3
O
SLJAMB 74 6063-T5
1.479 62 8063-T6
N
1.272 1.479
.504-+^; S
830 r rl 360
050 5.459 055I� u o ma
. . o aN LL
o
FRAME HEAD _ 8,085 _ _ _ _ T_SWING THRESHOLD_ _ 8_Z
- 6063-T6 - _ _ - - __ 075 - - _ _- - _ - --- 13--_CU COVER--
4.586 / HANNEL
6063-T6
.050 „- 2.980
.079 �9 .750 71
-T
L Lu .050 1.000 ! �_
.489 I I (/L
3.000--1 Imo-3.100- - I
650 125
OUTSWING THRESHOLD SL JAMB
11 6063-TB 60 SL HE
6063-T6 601
61 SL SILL {66 J ADAPTER 22 TUBE MULL
6063-T6 \J 6063-T6 6063-T5
A.LYNN MILLER,P.E.
RE.N 58705
HEAD HEAD HEA HEAD HEAD HEAD
HEAl
ZONE C"_lrN
"D"ZONE D" ZONE E"� �ZONE"D"ZONE E"1
PR0000Cf RFVISEU
a cumplyi*g whY 14e FlordJk
i GardraA C�Qa
/ Aacpt>aace No!6-bd 25•I-'(
/ x=MINIMUM JAMB ANCHORLOCATION.
z XXX z z 0 z z XO OR OX z —=ADDITIONAL JAMB N LL
N N N N N ANCHOR LOCATION,
EQUALLY SPACED AS p
¢ ¢ Q ¢ REQUIRED PER TABLES 00 Q
3.7 ON SHEET 9. U) $ p
_ to
o W zoo
LU s�
_ J
SILL SILL SILL SILL SILL SILL U) 0 OT
ZONE"C" ZONE"D" ZONE'D' ZONE"E' ZONE"D" ZONE"E" z U) LL
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O .6 to
HEAD HEAD HEAD HEAD AD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ vi 00
„ ZONE ZONE ZONE 0
�
ZONE�ZONE"F"�Z ENE ZONE"F"� „E^ 1 „E„ ZONE"F"ZONE"F"� „E„ ANCHORAGE SOLUTION o _F
FOR A CONCRETE LL U z
OXXO INSTALLATION z
Lu
0� o
A.19"x 83 3/4"SIDE LITES"B"AND LE _0
"E"ZONE ANCHORS FROM
Lu TABLE 7,SHEET 9. $ 8 gU 4�
o OXO uj o o XXO OR OXX o o OXXO o z e; 11
a
N N N N
N N PLUS; Q ~Q
C13 Do m m m m
Q ¢ ¢ Q Q ¢ B.71 314'x 83 3/4"XX DOOR ZONE m
"F"ANCHORS FROM TABLE 4, ® oN;;.N N
SHEET 9,EACH"F"ZONE. �+0A x
K_
SEE ENCIRCLED VALUES,SHEET 9 s m•y
SOLUTION: k N o 0
-- SILL EACH-JAMBA _
TOTALS 4 TYPE 1 OR 2 ANCH RS ^ .a z E
- - --_
SIL SILL
L SILL
SILL
Sid
-SILL
SIEL
VZONEZONE"F"�ON 4 ZONE"D"�ZONEL F"4ZONE� - ZONE-J- N "F"�ZONE"F"4ZONE� TYPE 1 OR 2 ANCHORS AT H1EAD - o= cwi
E" SEE TABLE 7.,SHT.9 E SEE TABLE 7.,SHT.9 E E SEE TABLE 7,SHT.9 "E" AND AT SILL.
EXAMPLE OF ANCHORAGE FORA 71 314"---x 83 3/4"'XX DOOR; r =ANCHOR LOCATION FOR -
WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIGHT) EXAMPLE ABOVE
NOTES:
1.APPROVED ANCHOR TYPES ARE: 1.1/4"ELCO TAPCONS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS
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 231/8"MAX.O.C.
HEAD&SILL OF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 20 7/8"MAX.O.C.
HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4"MAX.O.C.
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. a LYNN MILLER,P.E.
P.E.X 58705
TABLE 3.X DOA1.2.
TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OX0,XXO,OXX APPROVED ANCHOR TYPES:
(ALSO X DOOR OF XO& &OXXO PRODUC r REWSED-•
1.1/4"ELCO TAPCONS mnmpbL�a moeFLm ,
GLASS TYPES B. GLASS TYPES A.B,C,D.E GLASS TYPES A.B.C.D,E GLASS TYPES A,8,C,D.E GLASS TYPES A.8,C.D.E hwdingC&
ANCHORTYPEANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE Aeeepnmce Nia 0 Z .i7
&SUBSTRATE 2,3, &SUBSTRATE 2,3,WOOD 1, NC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2.3,WOOD 1,2,CONC 2-1/4"ELCO SS4 CRETE-FLEX EapirrYw Dahe
MASONRY ANCHORS r1-I
DOOR WIDTHS LOAD ZONES WIDTHSZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES
hL^x':•.
Ll w
7C'-25.50 ? V ')OC"-47.75 N N "O"-10.75 "X'-25.50 "X'-25.50 3.#12 SCREWS(GS)
TO 37.50 TO 71.75 2 2 TO 36.75 TO 37.50 TO 37.50 LL
p A b L� w w a u w - w . 4.ENCIRCLED ANCHOR
J J L, u t, QUANTITIES IN TABLES 4 N LL
_ ^ ¢ N m ¢ m m m - - = 70C'-47.75 o 3 AND 7 PERTAIN TO THE Y o
a � 5 < y �,w ma�a�ma�a� m m N m N ¢ mNNa TO 71.75m y m a v7 rc
w EXAMPLE ANCHORAGE
m oomm oom � ug3u��gu�`3w� s a °a °¢ ° E2 a ¢ 2 m O x x C:lU
a = _ ¢ % w c w x = SLITE I = x x LITE x _ SOLUTION ON SHEET 8. D a o a
WIDTH x HT. x x x 3 x x x 3 WIDTH x HT. 'x 'x a'x y 'x x a'x y WIDTH x HT. o 0 0 o WIDTH X HT. o o x x o o x x WIDTH x HT. O o X o o Ix p 9 Lu �_ L1
25.50 x 79.75 5 2 7 412 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x 79.75 4 1 4 1 10.75 x 79.75 4 2 4 2 H 10.75 x 79.75 4 2 4 2 e ° m .O
83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 1 4 1 83.75 4 2 4 2 83.75 4 2 4 2 0` < g o
87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 K 4 2 19 87.75 4 2 p 4 2 p LLI
91.75 5 2 7 4 2 3 91.75 5 4 7 4 2 3 91.75 4 1 4 91.75 4 2 0 4 2 0 91.75 4 2 4 2 - O W
95.7 6 2 7 4 2 3 95.75 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 2 95.75 4 2 0 4 2 o N p CD
27.50 x 79.75 5 2 7 4 2 3 51.75 x 79.75 5 4 7 4 2 3 12.75 x 79.75 4 2 4 2 12.75 X 79.75 4 2 LL 4 2 LL 12.75 X 79.75 4 2 p 4 2 p p O7 LL.
83.75 5 2 7 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 2 W 4 2 '1 83.75 4 2 4 2 od g U
87.75 5 2 7 4 2 3 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 87.75 4 2 Q 4 2 C J it A
91.7 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 4 2 F 91.75 4 2 4 2 = U U)
95.75 6 2 7 4 2 5 95.75 6 4 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 2 95.75 4 2 as 4 2 a p s~
29.50 x 79.75 5 2 8 4 2 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 If 19.00 x 79.75 4 3 LL 4 2 LL a Z = y Z
Q U
83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.75 4 3 W 4 2 CO 83.75 4 3 W 4 2 w Z
87.75 6 2 8 4 2 5 87.75 5 4 7 4 2 3 87.75 4 2 4 2 87.75 4 3 4 2 F 87.75 4 3 4 2 p U CC
91.75 6 2 8 4 2 5 91.75 6 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 Q 4 2 a 91.75 4 3 = 4 2 = O LL
95.75 6 2 8 4 2 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 Of 4 2 95.75 4 3
31.50 x 79.75 5 2 8 4 2 3 59.75 x 79.75 5 5 8 4 2 3 21.75 x 79.75 4 2 4 2 21.75 x 79.75 4 3 o 4 2 a 21.75 x 79.75 4 3 w 4 2 w $ =U p LL
83.75 6 2 6 4 2 5 83.75 5 5 8 4 2 3 83.75 4 2 4 2 83.75 4 3 = 4 2 83.75 4 3 U. 4 2 0 c Q ti Q
87.75 6 2 8 4 2 5' 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.75 4 3 w_ 4 2 w 87.75 4 3 4 2 a
91.75 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 4 2 j 91.75 5 3 0 4 2 0
95.75 7 2 10 4 2 5 95.75 6 5 B 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 g 95.75 5 3 W 4 2 W ® o and N N
33.50 x 79.75 6 3 8 413 3 63.75 x 79.75 5 5 8 4 2 3 27.75 x 79.75 5 2 4 2 27.75 x 79.75 5 3 y 4 2 y 27.75 x 79.75 5 3 m 4 2 m
83.75 6 3 8 413 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 0 4 2 0 83.75 5 3 F 4 2 fa..
87.75 6 t3l
4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 4 2 4 87.75 5 3 0 4 2 0 wU500.U m'N a
U- 4
91.75 7 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 w 4 3 w 91.75 6 3 LL 4 3 a
95.75 7 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 Q 4 3 a 95.75 6 3 W 4 3 W o z z
35.50 x 79.75 6 3- '8 -4 3' S 67:75 x 79.75 6 5 8- 4t3 -
36.13 x 79.75 6�- - 3 4 9 . 36.13 2-79.75 6 4 -�- 4 3' I' 36.13 x 79.75'-6 `4- E 4- 3-F `- - - - -- - '- .- _ -
83.75 6 3 8 4 3 5 83.75 6 5 8 4 83.75 6 3 4 3 83.75 6 4 0 4 3 p 83,75 6 4 Q 4 3 Q
87.75 6 3 8 4 3 5 87.75 6 5 8 4 87.75 7 3 4 3 87.75 7 5 LL 4 3 LL 87.75 7 5 m 43 d
91.75 7 3 10 4 3 5 91.75 7 6-110 4 91.75 7 3 43 91.75`7 5- 0 4 3 0 91.75 7 5 K 4- 3 x95.75 7 3 10 4 3 5 95.75 7 6 10 4 95.75 7 3 4 3 95.75 7 5 0 4 3 V 95.75 7 5 = 4 3 =
37.50 x 79.75 6 3 8 4 3 5 71.75' 79.75 6 5 8 4, 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 Q 4 3 Q 36.75 x 79.75 6 4 a 4 3 Q d2_�
83.75 6 3 8 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 6 4 4 3 83.75 6 4 w 4 3 w
87.75 7 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 7 3 4 3 87.75 7 5 4 3 87.75 7 5 4 3 6 f 11
91.75 7 3 10 4 3 5 91. 5 91.75 7 3 4 3 91.75 7 5 y 4 3 N 91.75 7 5 4 3
95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 95.75 7 3 4 3 95,75 7 5 4 3 95.75 7 5 4 3
A.LYNN MILLER,P.E.
P.E.#58705
2X WOOD 1 3/4" 1 3/4"' 2X WOOD 3.4 KSI MIN.CONIC. 1 314" 1 3/4'MIN.E.D.
E.D. MIN.EI-Q,
BUCK,NOTE 2 3.4 KSI MIN.CONC. �MIN E.D_�M;N BUCK,NOTE 2 1 "...1. .
PPODUC r REVISED
IX WOOD BUCK,NOTE 2 ..ptAg ftk.Irk.Florida
1 3/8�TYPE I
Wdi.g CA06.
1 3/4"TYPE
1X OD_ 1 31 'TYPE 1
2 I.PI—v No 14-6 12fi.t
13 "TYPE 2 MIN.
MIN. BUCK, TE2 L
E.pk.W-Im
1 3/6' 's.. 1 3/8
4;MM iLhv
1/4"MAX. 1/4"MAX. SHIM
H
WOOD EXT• SHIM
ANCHOR CONC. EXT. WOOD EXT. -CONIC.
, CN
EXT.. R NOTE IANCHORILL
U)
TYPE 2 OR 3. ANCHOR, ANCHOR
NOTE 1 NOTE 1 TYPE 2 OR 3,
1 1/4"TYPE I OR 2(CMU) j A_ NOTE 1 -A-E
DOOR HEAD(WOOD) 'CONC) 9
D 1 318"TYPE 1(CONC) SIDE LITE HEAD(WOOD) SIDE LITE HEAD(CONC) 0) 1i c� IL
1 3/8" 1 314-TYPE 2(CONC) bo a 7
MIN. /4"MAX. U)
i/1v1 MAX.SHIM SHIM- 1 1/4"TYPE 1 OR 2(CMU) 0
SHIM 1/4"MAX.SHIM 114"MAX. 1 318"TYPE 1(CONC) cd z o
.1 314 IN. D. I 3/8'MIN.
%L 13/4"TYPE 2(CONC) LL1
1 3 4"
WOOD CONIC.
MIN.E.D. _j
ANCHOR ANCHOR,
ON C c C)
NOTE 1
STAGGERED , , �-'. 1.5 KSI MIN.CMU OR U5 LL
'TAGGERE ANC
WOOD 3.4 KSI MIN,CONC. 0
CENTERS, 0
TYPE STAGG ANCHOR,
0 . . , , _j —
2 R3 CENT MI E.D. TYPE
13/4 0
NOTE NOT 2 OR 3, C/)
ID I DOD EXT. NOTE
2X WOOD 2X WOOD
BUCK,NOTE 2 J Exr. NOTE KSI MIN MU OR BUCK, .2 LLJ m: z
3. SI M CONIC. NOTE 2 1 X WOOD BUCK,NOTE 2 EXT. 0
W
S,
C DOD ��X_T-
SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) z
DOOR JAMB(WOOD) DOOR o LLI
WOOD ANCHOR TYPE 2 CONC.ANCHOR, w �;
WOOD ANCHOR,TYPE OR 3 IN ANCHOR, 0 1 R 3,NOTE I NOTE l ILL 0j
CONC.ANC 1 X WOOD - :� '80
EXT. .9
EXT_ BUCK,NOTE 2 C) kLL
EXT. ill, NOTE -1/4"MAX.
"MAX. 1/4" AX. 1/4"MAX. Is< r<
S 11 SHIM
SHIM
El
318"MIN. 1 3/8" P
1 314" P 13/8"MIN.E2
3/W TYPE
3.4 KSI MIN 314"TYPE 2 -x.!
-3.4 KSI MIN.CONIC. CONIC.
13/4 m., v;
LL
2X WOOD BUCK,NOTE 2 IN.E.D. 2X WOOD BUCK NOTE 2 1 14� o o
DOOR SILL(WO D) OR SILL(CONC MIN.E.D. caYo
SIDE LITE SILL(WOOD)
SIDEUTE SILL(CONC) -
NOTES:
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4'TAPCONS EMBEDDED 1318"MIN.(TYPE 1) OR 1/4'SS4
CRETE-FLEX EMBEDDED 1 3/4'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1 3/4". FOR WOOD INSTALLATIONS USE
#12 SCREWS,35(TYPE 3)OR ELCO 1/4"SS4 CRETE-FLEX ANCHORS EMBEDDED 1318--MIN.(TYPE 2).
2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1x 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
AUTHORITY HAVING JURISDICTION(AHJ).
3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT(3400 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.
A.LYNN MILLER,P.E.
O.U_o 58705