HomeMy WebLinkAboutProduct Approval RECEI`:
PRODUCT APPROVAL NUMBER:
NOA #16-0629.17
OPENING IDENTIFICATIONS:
1 . SFD w/SL
MM IQQADE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.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 described herein,and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series"FD-101"Aluminum French Doors w/wo Sidelites—L.M.I.
APPROVAL DOCUMENT: 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., 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 RATING: Large and Small Missile Impact Resistant
Limitations:
1. Use of Table 1,require fall length reinforcements(item#22)for OX,XO,XXO,OXX, OXO and OXXO. The
lower design pressure from X,XX door or O(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 Ultmeon(former Tapcon)to be 4"OC into Cone. and 6"into CMU(jambs).
4. lx 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 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
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 I. Chanda,P.E.
M�ar� e courmr NOA No.16-0629.17
. ,, Expiration Date: October 18,2017
Approval Date: July 21,2016
Page 1
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 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)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 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. (Submitted under files#12-
0516.02/#11-1013.22)
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
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 (5a'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).
) -
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No.16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
E-1
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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(5'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.
haq 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:
•2014 FLORIDA BUILDING CODE(FBQ,5TH EDITION
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) ASTM E1300-09
•ANSIIAFBPA NDS-2012 FOR WOOD CONSTRUCTION P.ROOUC f REvom..
1.G
-ALUMINUM DESIGN MANUAL,ADM-2010
rA�lb�a<� �•E*
A.318"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •aslsloo o�/s2-zolo GiA � ���-o�Z9,/y
SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Ira T 7 ,zo17
B.3 RTIMr.OF IllLITE OF 1!8"HEAT STRENGTHENED GLASS PLUS AN.09ECITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. Rvdr 7nduefCmad
C.7/16"LAMI 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.(.4651 CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
N LL
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. 1,
E.13116"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 co c U
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3116"HEAT STRENGTHENED GLASS. O 4
TOPIC SHEET Q
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. (A O O_ �
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES............ 1 , 0 L6
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 fY o p
3.CONFIGURATIONS:X,O,XX,XO,OX,XXO,OXX,OXO,AND OXXO.
GLAZING DETAILS...........1
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
SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS,SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 U) J g
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = J W
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 o Q 0 O
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 N F— to '�
7.REFERENCES EXTRUSIONS................... 6,7 un Lu oif 8 O
TEST REPORTS FTL ANCHORAGE....................8-10 a
AL. y Z O
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY w O
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS ° Z
9. HICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED _
A.THE LOWER DESIGN P HS.=HEAT-STRENGTHENED O 0 Z
B.FULL LENGTH REINFORCEMENT(ITEM 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.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. to Q LL o
_ O
93 93 X91) I o 1 o
AU. Z �
�0 30 30
80-83 �p
® ppN NN
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73 1/2"GLASS BITE 73 1/2"GLASS BITE 74 112"GLASS BITE r!
2Um11
E)CTERIOR EXTERIOR EXTERIOR a x o
94 a 94 a 94 oZ W
118"AN.OR 3116"AN.OR3116"HS
1/4"AIRSPACE
.
HS.GLASS HS.GLASS i I 1
3116"HS. 3116'HS. GLASS
.090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/16"TP.GLASS \����n�S(1 Yt•I..
(DUPONT BUTACITE OR (DUPONT BUTACITE OR
SAFLEXIKEEPSAFE SAFLEX/KEEPSAFE 090 PVB INTERLAYER 1/8"HS.GLASS
MAXIMUM) MAXIMUM) (DUPONT BUTACITE) it No.55705 Y
3/8"NOM. 7/16'NOM. 13/16"NOM. a =
STACK GLASS STACK GLAS
STACK '`
Al OF �\
3/8" LAMI NOM. 7/16" LAMI NOM. 13/16" LAMI IG NOM. ',��` �LOR�D• ' '��\:'
GLAZING OPTION A OR B, NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1 ,�;,I,,,,- 1�Fp,P.E
RER 68705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS NOTES: ^t0U°crREV►seo
APPROVED CONFIGURATIONS:X,XX,0,OX,XO,OXO,XXO,OXX&OXXO
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1. ss TYPES: b alb�""b theFU,Adak
No X-6621.1-7
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS a 1W LAMI(118^A..090 PVB,3116'HS) FapipBs,U„ Q
DOORS WITH GLASS TYPES A,B,C,D OR E
.3
31e'LAMI(118^Hs,.096 PVB,3/1s^Hs) sk
C.7116"LAM[(3/16"A,.090 PVB,3/16"HS) FiWr redYciCa1�
HEIGHT D.7/16"LAM[(3/16^HS,.090 PVB,3/16"HS)
X WIDTH M WIDTH 68-79 3/4" 1 7°- /4" 87 3/4" 1 91 3/4" 8°-95 3/4" E.13/18"LAMI IG(3116"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3116"HS)
04 LL
3° 37 1/2 60 713/4!' +75.01-75&+75.01 -715. +75.01 -75.01+75.01-75.01+75.01-75.0 2•COMBINED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. Y
MAX.OX/XO WIDTH = 731/2" d H
O WIlDTHI WITH GLASS TYPE A MAX.OXO WIDTH=109 1/2" U
MAX.XXO/OXX WIDTH=107 3/4" O o Q
27 3/4" +75.0 -75.01+75.0j-75.01+75.01 -75.0 +75.0 -75.0 +75.0 -75.0 o_
MAX.OXXO WIDTH=143 314"
361/8" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 434.2 o
36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 66.6 +63.1 63.1 3.SINGLE DOORS 33 5/8'WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" c CA go
WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE LU �
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. J
36 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-DADE COUNTY. p o
Fn LL
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 8 O
APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. co p N
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A UJ O
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION
30"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES a Z
DESIGN PRESSURE=+67.6/-67.6 PSF z U
GLASS TYPES A,B,C,D OR E
LLI
HEIGHT EX.B FROM TABLE 1. W
OXXO WITH GLASS TYPE A 0_ IX `-
X WIDTH XX WIDTH 68-79 314" 7°_83 314" 87 3/4" 91 3/4" 8°-95 3/4" 6a"WIDE x 85"HIGH DOUBLE DOOR WITH 361/2"SIDE LITES z U-
LL
2° 25 1/2" 40 47 3/4" +58.6 -58.6 +55.41 -55.4 +62.41 -62.4 +49.8 -49.8 +47.4 -47.4 DESIGN PRESSURE_+70.4/-70.4 PSF ? p
271/2" 513/4" +54.9 -54.9 +51.8 -51.8 +49.01 -49.0 +46.5 -46.5 +44.3 -44.3 EX.C FROM TABLE 2. o
Lu
OXO WITH GLASS TYPE C Q
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 1 30"WIDE x 87 3/4"HIGH SINGLE DOOR WITH 26"SIDE LITES
6 PSF 6/-43. � m
28 31 1/2" 50 59 3/4" +49.0 -49.0 +46.2 -46.2 +43.6 43.6 +41.4 -41.4 +39.3 -39.3 DESIGN PRESSURE=+43. ® C.2�0 N N
6 4 EX.D FROM TABLE 2. y"'n n
2 331/2" 5 63 3/4" +43.1 -43.1 +43.1 X3.1 +41.5 -41.5 +39.3 -39.3 +37.3 -37.3 OXXO WITH GLASS TYPE C
35 1/2" 67 3/4" +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 3/4"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES i LJi�•�;
3° 37 1/2" 6° 71 3/4" +34,0 -34,0 +34,0 -34.0 +34.0 X4.0 +34,0 -34.0 +34.0 -34.0 DESIGN PRESSURE=+43.1/ 43.1 PSF cao 0
O WIDTH GLASS TYPES A B,C,D OR E
8.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH oz z
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE �
10 3/4" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT
1231411 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL.
SINGLE 19" +72.4 -72.4 +68.5 -68.5 +65.0 -55.0 +61.9 -61.9 +59.0 -59.0
SIDE LITE 2 4" +64,5 -64.5 +61.0 -61.0 +57.8 -57.8 +55.0 -55.01+52.4 -52.4
27 314" +52.9 -52.91+49.9 -49.91+47.21 -47.2 +44.7f-35.2
.7 +42.6 -42.6 6 (d
361/8" +35.2 -35.2 +35.2 -35.21+35.21-352. +35.2 +34.4 -34.436 3/4" +34.0 -34,0 +34.0 -34.0 +34.0 -34.0 +34.0 .0 +34.0 -34.0
A LYNN`/:ILLER,P.E
P.EN 58705
73 1/Z'MAX. MAX" 36 MAX" SEE NOTE 3+-r-3�" 363/4 —SEE NOTE 3— MAX" --per t*Fwwde
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SEE NOT OX OR XO SEE NOTE 4 OXO SEE NOTE 4 SEE NOTE 4 OXXO 41 SEE NOTE 4 w co
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36 3/4"
MAX. MAX = y Z
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AX. 49 41 G $ $ w a e o
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84 3/9, 1 Q (TYP.) ® N rn N
MAX 1 N
0 84 MAX.
- qn
TYP. 14 DLO
(TYP.) DOOR o o o 0 0
DLO HEIGHT =HEIGHT-113/8" a r
40" DLO WIDTH W =DOOR WIDTH-1215/16" 02!
Z w
(TYP')D/ ID Cl c F r IF DLO WIDTH'XX'=DOOR WIDTW2-11 5/16" -
Y J L \ZA IliVACT J t 0 SIDE LITE
DLO HEIGHT=HEIGHT-113/8"
DLO WIDTH =WIDTH-3118"
A— jX A� XX 41 B O
NOTES: /
1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. (6
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3.SIDE LITES OVERLAP W AND 5X DOORS BY 3/4"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).
5.CLEAR OPENING FOR'X'AND'XX'DOORS AS FOLLOWS: ('X DOORS=WIDTH-5.646) ('XX'DOOR=DOOR WIDTH/2-4.079) .
A.LYNN'MILLER,PE.
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F�DLO 2L SEE TABLES 1 AND 2 AND I�MAX.
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NOTES ON SHEETS 1&2
66 62 SL SECT. E-E 62 FORAPPLICABILITY SL SECT. F-F
HORIZ. (DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE)
A LYNN MILLER.P.E.
P.E.#58705
TEM DWG IPG70 DESCRIPTION
1 9438 60411 FRAME HEAD PRODUCf L1E7'LSEp,
2 1010 80300 WSTP„Q-LON.190 X.375 HIGH3 7070 87070K BULB WEATHERSTRIP,187 X.300 HIGH
�u'0d*bxmd 148Flm(d►.
4 955 7955X FLUSHBOLTSTRKEPLATE h%WixCi°&
5 we 7838X 2 PT.LOCK STRIKEPLATE Aogipluee No ICS^AL29.1'7
6 958 7B56A FRAME HEAD STRKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL 6yittrl�
7 7SWX12FP)CT #8.32 X.5W PH.FL MS-S.S.WISIUCONE PATCH STRUCTURAL
a 895 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) SILICONE
9 996 70995 GASKET(BETWEEN HEAD&FRAME JAMB) STRUCTURAL1/4°NOM. FOAM 3/16”NOM.
330J1 ctr- r!i1v.1 Cnn11gJ
10 652A 6516 FILLER HEAD ADAPTER POLYISOBUTYLEN WITH
11 11000 jmloom OUTSWING THRESHOLD WITH DESICCANT DESICCANT
12 1670 1671670 WSTP,.350 RD FOAM FILL TSLOT AMSBURY#32011)
13 11004A 1611004M OUTSWING THRESHOLD CHANNEL COVER EXT.GLASS EXT.GLASS Y N u-
14 11001A 1411001A ACETAL SPACER.055 INHOUSE INJECTION MOLDED) CD
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15 111X1ZA 411002A ACETAL SPACER.095(INHOUSE INJECTION MOLDED)
16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED)
2D 915D 60380 FRAME JAMB(OUiSWING) fn 0 d 8-
21 1010 60300 WSTP.,Q-LON A90 X.375 HIGH INT.GLASS INT.GLASS
22 6608 66808M REINFORCEMENT,1.0D0 X2750 X 0.650,6061-T5 �0 C
23 1140 78XI12PSATS 06 X 1.5011 PH SQ A T/S
24 1046 71048 JAMBSCREW COVERCAP KODISPACE SUPER w �
25 930 41721N STRIKE PLATE INSERT 81 W TM wa r
28 1118 710X34PFA #10x.750 PH.FL SMS 4SG TPS SPACER NXT h- P
27 IM70 167070K BULB WEATHERSTRIP.187 X.300 HIGH LU
30 9100 6910 DOOR PANEL,TOP&BOTTOM RAIL Q p
31 911E 8911 DOOR PANEL SIDE RAIL
32 817 7FR M0 HINGE EXTRUSION c) LL-
33 1178 71058FP WB 010 X.825 PH.FL SMS ALUMINUM C6 06y 0
34 913A 60378M TRUSS CLAMP REINFORCEMENT O
35 1130 6TRODA 5116-18 THREADED ROD POLYISO- DESICCANT FILL AREA ¢
35 990 79WNLRA 6/10-18 FLANGED HEX NUT BUTYLENEO O
5116"NOM.
37 914A 80379M WEATHERSTRIP CHANNEL5116°NOM. SEAL
38 7834FPT #8 X.76 PH.FL �.
TEK BL& SILICONE SEAL c 7-
39
39 097 170997 GASKET(BETWEEN PANEL HEAD/S(LJ-&PANEL STILES) DESICCANT ROLL-FORMED ¢ 2 OL
40 IOZI IFM4G WSTP.,.187 X.250 HIGH,FINSFAL FOAM STAINLESS STEEL V
41 929 41720 SLIDE BOLTASSY.(INACTIVE PANEL ONLY) F, z
42 1146 76XI2FPAW 96 X.500 PH FL SMS TYPE BDS EXT.GLASS - a- tl.l
43 1212 7P30GG SILL DUST PLUG(INACTIVE PNL Exr.GLASS L j J It O
44 9838 6983 DOOR PANEL ASTRAGAL 1(OUTSWING) c:'
LL r
45 9848 6984 DOOR PANEL ASTRAGAL GUTSWING $ 53 c
45 1213 6Q200K WSTP.,O-LON.190 X.200 HIGH 8 0 D LL
47929 74UBLOK LOCK SUPPORT ASSY.(41707&41708) INT.GLASS
48 1139 7634F #8 X.750 PH.FL SMS INT.GLASS 2 LL DL Q
49 IM I FD2PTAY 2PT.LCCKASSY.41721URASEAL® XL EDGE1"' &
50 3 RUBBERRUBER3LEEVE SPACER SPACER �, m
61 930 41721 STRIKE PL INSERT(INACTIVE PANEL)
52 931 7F74SPX DEADBOLTSTRKE PLATE 6
53 1118 71OX34PFA 010 X.750 PH FL SMS
54 957 70967X HANDLE STRIKE PLATE
56 1116 710)04PFA #10X.750 PH FL SMS
W 920D 68'100 SIDELtiEHIADER Part# Description Material =ASN
61 921D 6921 SIDELTTE 811 L N I.-
62 9168 60081 SEDEUTE JAMB 80 Kommeding 4SG TPS Spacer System a c Q
63 1155 781PQA #8 X 1.000 QUAD PN.SMS See this
64 1998 17M HEAD GASKETS(STOCKWG#70998) 81 Quanex Super Spacer nXT with Hot Melt ButylSheet for S z
65 999 7099 SILL GASKETS(STOCKING#70999) 82 Quanex Duraseal Spacer
00 934A 81641M SIDELITEJAMS ADAPTER Materials
67 #12 X 1.000 SHEET METAL SCREW 83 Carclinalxi.EdgeSpacer �••' ;�',
m 712653K SITTING.BLOCK 3137 X V4'X 1"W/PSA REFERENCE TES REPORTS:FTL-8717,8968&8970 _
71 71267K SETTING BLOCK,1116'X 1/7 X T W/PSA
72 4222A64222 BFJ1D,7116'
73 988 8988 BEAD, .-
E2 986 64986 IBEAD.INTERIOR -
83 1224 STP247 JBIJILB,THICK SED IN EXTRUDED BEAD)
B4 GLAZING 91IJCONE,DOW M.983 OR EQUIVALENT
95 GLASS,318'LAMI-1I8'A,.90 PVB,3�1B-HS 1�!I�;• -C
96 GLASS,TV LAM)-118'HS,-90 PVB,3116•HS - -•
97 GLASS,7/16'LAMI-3118'A,.00 PVB,3/18'HS ..
Be GLASS 71118'LAM]-3116'HS.90 PVB,3116'HS
102 11008A 41108A ACETAL SPACER 295 INHOUSE INJECTION MOULDED ITEMS It 17-19.28,29.5659,68,69.74-79,8491&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL A.LYNN MILLER,P.E.
103 OFF-THE SHELF DEAD BOLT LOCK
P.EJF 58705
1.750 1.750 1.750 1.750 PRollue r BW►7sen
tl t&ngCcommptd Mith tlm Flori6t
1.620 6ydia�Qade
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4.726 4.726 37 STRIP CHANNEL
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4.626 062 3.000 .050 6063-T5 Y N LL
4.000 �2 4.100 062 4.100 .062 4.675 07 H
4.675 0.375 3: U
4.100 F-g�
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DOORFRAME 2'125 .125 W s
20 JAMB F' ■
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$Q TOP&BOTTOM RAIL ;31 SIDE RAILDOOR PANEL DOOR PANEL �
6063-T5 6063-T5 44� INTERIOR ASTRAGAL 45j EXTERIOR ASTRAGAL O HINGE to U.
�� 6063-TS 6063-T5 32 6063-T5 06 O
`1.500 1.578 w t`
3.655 I .1251 j 1 8990 O
r 3.111 1 �-�{ I-.558 �� -•525 O N
•_J_ .750 683 .050 6� .050 z .� _ �Z
1.400 .05683 �F
0 �.. 050 { f -.172 Z Z
TRUSS CLAMP ( 1 3/8"GLAZING BEAD 7/16"GLAZING BEAD 3.000. .683 050 O
1 O FILLER HEAD ADAPTER 34 6063-T5 \73/ 6063-T5 C) 6063-T5 U) LL CD
6063-T6 LL
�-3.000 �-3.100-►{ �I 1.092 f� � 8� q� a:5u-
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1.479 6063-T6 ® w N
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1.272 1.479 uc+�i M
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050 .075 5.212 .055--*-- a' :o 0
OFRAME HEAD 6.085 075 �� OUTSWING THRESHOLD oz z
6083-T6 `'
4.588 CHANNEL COVER
6063-T6
050 2.980 r2.750-�
.079 1.489 .750
.489 050 00
3.100 .650 "
OUTSWING THRESHOLD SL JAMB 125
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J 6063-T6 6063-T6 6063-T5 '`
A.LYNN MILLER,P.E.
P.E.0 58705
HEAD
HEAD
�ZONE"C" I �ZONED"D"ZONE D HEAD HEAD
"� t--ZONE-E'--1 E E'
ZONE"D"—�ZQNE'E" I PRooucrREwsM
ae complylyt whY the Flodd►
Iwdies(gab
AiceMaeer4o/6-a29,1-�
EyJrrir 4tc --(
x=MINIMUM JAMB ANCHOR g t:Ar x
LOCATION.
Q ¢ ¢ m m ¢ m
Lu X z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB N w
N N N N N N N N ANCHOR LOCATION,
g ro m m m m m ca EQUALLYSPACEDAS U
$Q ' REQUIRED PER TABLES 01 Q
3-7 ON SHEET 9. O o
u7
& & U1 o
LLI
SILL SILL �_ SILLSILLSILL _ C
SILL O
ZONE"C" ZONE"D" ZONE"D" ZONE"E'--4 Z E" z M LL
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O 06 8 O
HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ p 400
}-ZONE ZONE ZONE ZONE
I "E^ ZONE"F"� "E" ZONE-D"--f—ZONE"F"� "E" "E" ZONE"F" ZONE"F^ ZOE"E-} ANCHORAGE SOLUTION W o
-1 0 s co
FOR A CONCRETE w v z
OXXO INSTALLATION w
w
A.19"x 83 314"SIDE LITES"B"AND 00 _o
Eo �p ¢ co m to "E"ZONE ANCHORS FROM a p
w w w w TABLE 7,SHEET 9. z U O IL
N OXO N O XXO OR OXX N N OXXO N PLUS, a s
m pp m m m m
a B.713/4"x 83 3/4"XX DOOR ZONE �u) w
"F"ANCHORS FROM TABLE 4,
SHEET 9,EACH"F"ZONE. n ev
SEE ENCIRCLED VALUES,SHEET 9 = m y a
V' LL
SOLUTION:
c;:,Y o
TOTALS(4)TYPE 1 OR 2 ANCHORS gz
=SILL
}ZONE SILL ZONE-{ SILL � SILL O E� }ZOSILLNE SILL SILL ZONE { TYPE 1 OR 2 ANCHORS AT HEAD o
::;..
ZONE"F" ZONE"D" ZONE"F ZONE"F' ZONE"F"
"E" "E" "E" "E" AND AT SILL.
SEE TABLE 7..SHT.9 SEE TABLE 7.,SHT.9 SEE TABLE 7,SHT.9
EXAMPLE OF ANCHORAGE FORA
713/4"x 83 3/4")CC DOOR. =ANCHOR LOCATION FOR
WITH 19"x 83 3/4"SIDE LITES(SEE SOLUTION AT RIG" EXAMPLE ABOVE
NOTES:
1.APPROVED ANCHOR TYPES ARE: 1.114"ELCO TAPCONS 1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHOR 3.#12 SCREWS
2 ANCHOR MU): SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. f 6
BS(ALL):131/4"MAX.FROM CORNERS AND 231/8"MAX.O.C.
HEAD 8 SILLOF DOORS:6"MAX.FROM CORNERS,9"MAX.FROM ASTRAGAL CENTERS AND 207/8-MAX.O.C.
HEAD&SILL OF SIDE LITES:6"MAX.FROM CORNERS AND 24 3/4'MAX.O.C.
3.TO I D THE CONFIGURATION ABO LATE TABLES ON SHEET 9. d:LYNN'MILLER,RE
P.E.#58705
TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE 6.XO&OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR TYPES.
PRODLiC f REVI6gp
(ALSO X DOOR OF XO& 8`OXXO 1.1/4"ELCO TAPCONS -vM•ywith ft Fk &.
GLASS TYPES A,B.C.D,E GLASS TYPES A.B.G D,E GLASS TYPES A.B.Q D,E GLASS TYPES A.B,C,D.E GLASS TYPES A:B,C.D.E �n5�
ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE ANCHOR TYPE 2.1/4"ELCO SS4 CRETE-FLEX ,`cpt`N' e Z .1.7
&SUBSTR4TE 2,3,WOOD 1,2,CONC g SUBSTRATE 2,3,WOOD 1,2,CONC &SUBSTRATE 2,$WOOD 1,2,CONIC &SIJeSTRATE 2,3,WOOD 1,2 CONIC &SUBSTRATE 2,3,WOOD 1,2,CONIC P*+iiew D+h /D -1
MASONRY ANCHORS 1 c�
DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES
w w 3.#12 SCREWS(G5)
7C'-25.50 w '5M'-47.75 w W "0"-10.75 -P-25.6 '7C'-25.60
TO 37.50 TO 71.75 Y TO 36.75 TO 37.5 TO 37.50 IL LL
U LL U LL O a- i- w Lv w w E w 2 w J 4.ENCIRCLED ANCHOR
ty QUANTITIES IN TABLES 4 (V LL
� J a � J m Q _ J �_ OW'-47.75 o Y .-
- m w rn a N m m m ¢ ao ¢ TO 71.75 ED m AND 7 PERTAIN TO THE
Q N w m a a F in a r a t- G 1 9 N w EXAMPLE ANCHORAGE
o moBmm9om m a � m
uQI w a a a 3 to I;La 3 WaW u� SmE 2 2 � SIDE w w_ SOLUTION ON SHEET B. Q
N W O W 2 2 LITE. 2 2 -� -? 2 Z -n LITE x O Cl
�( X J X X �Cy X ' X W d
WIDTH x Hf. X X X X X X 3 WIDTH x HT. X x¢X x X X WIC x HT. O O O O WIDTH x Hi. O O X X O O X X WIDTH x HT. O O ti O O X. ao-O J 2
25.50 x 79.75 5 2 7 4 2 3 47.75 x 79.75 4 3 6 4 2 3 10.75 x79.75 4 1 4 1 10.75 x 79.7 4 2 4 2 10.75 x 79.75 4 2 4 2 1< 0' m •0
83.75 5 2 7 4121 3 83.75 5 4 7 4; 2 3 83.75 4 1 4 1 83.75 4 2 0 4 2 C 83.75 4 2 4 2 & W z 0
87.75 5 2 7. 4121 3 87.75 5 4 7 4 2 3 87.75 4 1 4 1 87.75 4 2 w 4 2 0: 87.75 4 2 p 4 2 p W 1-
91.75 5 2 7 4121 3 91.75 5 4 7 4,1 2 3 91.75 4 1 4 1 91.75 4 2 O 4 2 O 91.75 4 2 4 2 Z J g
W
95.75 6 2 i 7 4 2 3 95.76 5 4 7 4 2 3 95.75 4 1 4 1 95.75 4 2 4 2 95.75 4 2 p 4 2 m�, N ❑_
27.50 x 79.75 5 2 7 4 2 3 51.75 79.75 5 4 7 4 2 3 12.75 x 79.76 4 2 4 2 12.76 x 79.76 4 2 0 4 2 tOi 12.75 x 79.75 4 2 g 4 2 p ❑ co LL
83,75 5 2 7 4 2 3 83.75 5 4'L7 4 2 3 83.75 4 2 4 2 83.75 4 2 W 4 2 `f 83.75 4 2 m 4 2 m J 1
87.75 5 2 7 4 2 3 5 5 7 4 2 3 87.75 4 2 4 2 87.75 4 2 m 4 2 m 87.75 4 2 a 4 2 a
91.75 6 2 7 4 2 5 91.75 5 4 7 4 2 3 91.75 4 2 4 2 91.75 4 2 FQ. 4 2 FQ 91.75 4 2 4 2 B Q W
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 G 4 2 G 95.75 4 2 a 4 2 a = Z = N Z
29.50 x 79.75 5 2 8 4 2 3 65.76 x 79.75 5 4 7 4 2 3 19.00 x79.75 4 2 4 2 19.00 79. 3 LL 4 2 LL 19.00 x79.75 4 3 1L LL
83.75 5 2 8 4 2 3 83.75 5 4 7 4 2 3 83.75 4 2 4 2 83.76 4 3 W 4 2 w 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 F 4 2 F 87.75 4 3 e 4 2 p W
AA LL
91.75 6 2 8 14121 5 91.75 8 4 7 4 3 5 91.75 4 2 4 2 91.75 4 3 a 4 2 Q 91.75 4 3 = 4 2 = Ll
95.75 6 2 8 14121 5 95.75 6 4 8 4 3 5 95.75 4 2 4 2 95.75 4 3 4 2 95.75 4 3 Q 4 2 v g S= Q
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 0 21.75 x 79.75 4 3 y, 4 99 2 k Z u J W
83.76 6 2 8 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 0 4 2 0 8 Q 05 Q
87.75 6 2 8 4 2 5 87.75 6 5 8 4 3 5 87.75 4 2 4 2 87.76 4 3 w 4 2 w 87.75 4 3 4 4 2 4
2 2 K 0.'
91.7 6 2 8 4 2 5 91.75 6 5 8 4 3 5 91.76 5 2 4 2 91.75 5 3 M 4 2 � 91.75 5 3 0 4 2 0 V w a W
ui
95.75 7 2 10 4 2 5 95.75 6 5 8 4 3 5 95.75 5 2 4 2 95.75 5 3 4 2 WE 95.75 5 3 W 4 2 W ® a N N
NY
33.50 x 79.75 6 3 8 4 3 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 W 4 2 y 27.75 x 79.75 5 3 p ippp
83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 5 2 4 2 83.75 5 3 z 4 2 x 83.75 5 3 F 4 2 FQ. i e
87.75 6 3 8 4 3 6 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 Q 4 2 Q 87.75 5 3 Q 4 2 W"m- LL
91.75 7 3 10 4 3 5 91.75 6 5 8 4 3 5 91.75 6 2 4 2 91.75 6 3 J 4 3 J 91.75 6 3 4 3 c a o 0
95.75 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 6 2 4 2 95.75 6 3 m 4 3 m 95.75 8 3_ w 4 3 W o z = j
35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 8 4 3 5 36.13 x 79.75 6 3 A 3 36.13 x 79.75 6 4 4 3 36.13 x 79.75 6 4 4 3 o
83.75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 83.75 6 3 4 3 83.75 6 4 O 4 3 0 83.75 6 4 Q 4 3 4
87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 97.75 7 3 4 3 87.75 7 5 4 3 LL 87.75 7 5 d 4 3 d
91.76 7 3 10 4 3 5 91.75 7 6 10141 3 1 5 91.75 7 3 4 3 91.75 7 5 0 4 3 0 91.75 7 5 tY 4 3 it
95.75 7131 10 4 3 5 95.75 7 6 10141 3 5 95.75 7 3 4 3 95.75 7 6 v 4 3 0 95.75 7 5 i 4 3 s
37.50 x 79. 5�61
3 8 4 3 5 71.75 x 79.75 6 5 8 4 3 5 36.75 x 79.75 6 3 4 3 36.75 x 79.75 6 4 G 4 3 Q 38.75 x 79.75 6 4 i 4 3 i 7
83.753 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 w8 . 3 10 4 3 5 87.75 6 5 9 4 3 5 87.75 �- -3
4 3 87.75 7 5 4 3 87.75 7 5 4 3 091.75 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 4 3 91.75 7 5 y 4 3 H 91.75 7 5 4 3
95.757 3 10 4 3 5 95.75 7 6 10 4 3 5 9575 4 3 1 95.75 7 5 4 3 1195.75 7 5 4 3
A.LYNN MILLER,PE
REA 58705