HomeMy WebLinkAboutRevised NOA MIAMI. ADE MIAMI-DADE COS
t 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 $ i e." v/economy
PGT Industries,Inc. }_
1070 Technology Drive
North Venice,FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations g<ve. ' the e t "x Is. The
documentation submitted has been reviewed and accepted by Miami-Dade Go oduct Con of 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 full length reinforcements(item#22)for OX,XO,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. 1x 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 an product,
> P P Y
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.
rttari�•oane couNrr NOA No.16-0629.17
Expiration Date: October 18,2017
Approval Date: July 21,2016
Page I
SHOP DRAWING REVIEW
NO EXCEPTIONS TAKEN (�(
MAKE CORRECTIONS NOTED `)
REVISE AND RESUBMIT ( )
REJECTED-
SUBMIT SPECIFIED ITEM ( )
CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PRiDJECT AP411) COMPLIANCE WITH THE
INFOPMATION GIVEN IN THE CONTRACT DOCUMENTS. CON-
TRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CON-
FIRMED AND CORRELATED AT THE JOB SITE; FOR INFORMATION
THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO
TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF
'fJiE WORK OF ALL TRADES,
I=INNVOLUARCHITECTURE INC.
BY�,
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
scaled 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 915-0528.24)
1. Anchor verification calculations and structural analysis dated 05/22/15, complying with FBC-
214 (5'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 )l�ECOP.
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 h 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:
NOTES: OUTSWING IMPACT FRENCH DOOR(S)AND SIDE LITE(S) •2014
ASTM E1O00-09 BUILDING CODE(FBC),STFI EDITION
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION IROOUC t REV"a
1.GLAZING OPTIONS: •ALUMINUM DESIGN MANUAL. A�4bfti•h`d.F7o w
A.3/8"LAMI NOM.(.402")CONSISTING OF(1)LITE OF 118"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR •AISISt00-0VS2-2010 Fliw�AiSolim.No/L-eL
SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. RIOmbeMte T/ .2017
B.3/8"LAM[NOM.(.402")CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE r 1 1
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. %
C.7/16"LAM]NOM.(.465")CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS.
D.7/16"LAMI NOM.(.465")CONSISTING OF(1)LITE OF 3/16"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE 04
MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS. `S — $LL
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 c U
INTERLAYER OF DUPONT BUTACITE PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS.
2.DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. TOPIC SHEET O0 p d
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GENERAL NOTES.............1 910 9
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. CONFIGURATIONS...........1 E of ; - .p
3.CONFIGURATIONS:X_,O,XX,XO,OX,XXO,J OXO,AND OXXO. GLAZING DETAILS........... 1 g (n z CD4.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 w J
REQUIREMENTS SEE SHEETS 8 THROUGH 10. VERT.SECTIONS.............4 = J W
5.SHUTTERS ARE NOT REQUIRED. HORIZ.SECTIONS........... 5 y — p p
6.SEALANT:INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. PARTS LIST...................... 6 �5 'LL
EXTRUSIONS................... 6,7 it
7.REFERENCES: w 0 LLI
c 8 O
TEST REPORTS FTL-4964,5212&6864;ELCO ULTRACON NOA'S:;ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM ANCHORAGE....................8-10 a y
DESIGN MANUAL. v° Z O
8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY s o s
HURRICANE ZONE(HVHZ). GLASS ABBREVIATIONS g Z
9.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: AN.=ANNEALED a O z
A.THE LOWER DESIGN PRESSURE FROM TABLE 1.OR 2.PREVAILS. HS.=HEAT-STRENGTHENED
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 lL
TABLE 1.,SHT.2.REFER TO TABLE 2,SHT.2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE ITEM 22 REINFORCEMENT. Q � p
0
93 93 91 p LL
� LL
� Z FQ
30 30 30
73 d
1/2"GLASS BITE 73 1/2"GLASS BITE 74 1/2"GLASS BITE 9 d X F
xV my 6
EXTERIOR EXTERIOR EXTERIOR ; x o
94
a a 94 a 94
�= Z
1/8"AN.OR 3/16"AN.OR 1/4"AIRSPACE
HS.GLASS HS.GLASS GLASS
HS.
3/16"HS. 3/16"HS. GLASS '
.090 PVB INTERLAYER GLASS .090 PVB INTERLAYER GLASS 3/16"TP.GLASS �I ti--YNN 1,l/4F
(DUPONT BUTACITE OR (DUPONT BUTACITE OR i`,;C,.`\CEN�F•.•.o
SAFLEX/KEEPSAFE SAFLEX/KEEPSAFE .090 PVB INTERLAYER 1/8"HS.GLASS
MAXIMUM) MAXIMUM) (DUPONT BUTACITE) =ix No.58705
3/8"NOM. 7/16"NOM. 13/16"NOM. _
GLASS STACK GLASS STACK GLASS
STACK SiAT-OF
3/8"LAMI NOM. 7/16" LAMI NOM. 13/16"LAMI IG NOM. ':dtie, F'L0SO! Q)
GLAZING OPTION A OR B,NOTE 1 GLAZING OPTION C OR D, NOTE 1 GLAZING OPTION E, NOTE 1
�'LhMPo MILLER.P.E.
P.E.#58705
TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES: �Ro°ucrltEvISE,)
(FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: h*wl gc&,t►the tI"rIda
A.318"LAMI 1/8"A,.090 PVB,3116"HS '4'°°a""cc N" 16-601.1-j
REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS ( ) Elrtc era m,7i c7lT1
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(3/16"A,A90 PVB,3/16"HS) mb �.
HEIGHT D.7/16"LAMI(3/16"HS,.090 PVB,3/16"HS) ' eaucfCo�„y�
X WIDTH XX WIDTH 68-79 3/4" 7°-83 3/4" 1 87 3/4" 91 3/4" 8°-95 3/4" E.13/16"LAM]IG(3116"TP,1/4"AIRSPACE,1/8"HS,.090 PVB,3/16"HS)
30 37 1/2"160 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. S2 LL
MAX.OX/XO WIDTH = 731/2"
O WIDTH SINGLE SIDE LITES WITH GLASS TYPE A MAX.OXO WIDTH=1091/2" UQ
27 3/4"' +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MAX.XXO/OXX WIDTH=107 314" co
p
MAX.OXXO WIDTH=1433/4" m O
3611811 +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +64.2 -64.2 ; It - o
3.SINGLE DOORS 33 518"WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 64 1/8" Uj i o
36 3/4" +75.0 -75.0 +74.9 -74.9 +70.4 -70.4 +66.6 -66.6 +63.1 -63.1 WIDE OR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE Ill H €
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 3X' +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. ❑WLL
0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY 5.EXAMPLES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: 06 10
APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO EX.A FROM TABLE 1. cn of61 N
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A a p c�
o
"WIDE x 90"HIGH SINGLE DOOR WITH 29"SIDE LITES - - ❑ F'
REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30 3 P U) Z
DESIGN PRESSURE=+67.6l-67.6PSF P. (n 2
GLASS TYPES A,B,C,D OR E w Z
HEIGHT EX.B FROM TABLE 1. W 111
OXXO WITH GLASS TYPE A d 0_ •-
X WIDTH XX WIDTH 68-79 3/4"' 70-83 3/4" 1 87 3/kV 91 3/4" 1 80-95 3/4" 68"WIDE x 85"HIGH DOUBLE DOOR WITH 36 1/2"SIDE LITES Z LL ,o
DESIGN PRESSURE=+70.4/-70.4 PSF
20 251/2" 40 473/4" +58.6 -58.6 +55.4 -55.4 +52.4 -52.4 +49.8 -49.8 +47.4 -47.4 aFn 5 �,,LL
27 1/2" 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. w -j f
OXO WITH GLASS TYPE C ❑ ~Q
29 1/2" 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=+43.61-43.6 PSF �N m
28 311/2" 50 593/4" +49.0 -49.0 +46.2 -46.2 +43.6 -43.6 +41.4 -41.4 +39.3 -39.3
28 33 1/2" 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. n n
OXXO WITH GLASS TYPE C
35 1/2" 6731411 +38.1 -38.1 +38.1 -38.1 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6 63 314"WIDE x 80"HIGH DOUBLE DOOR WITH 26"SIDE LITES =erg•
DESIGN PRESSURE=+43.1/-43.1 PSF
30 37 1/2" a 71 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 0 a o O
O WIDTH GLASS TYPES A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH SZ 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
12 3/4" +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 -65.0 +61.9 -61.9 +59.0 -59.0
SIDE LITE 21 3/4" +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 -49.9 +47.2 -47.2 +44.7 -44.7 +42.6 -42.6
36 1/8" +35.2 -35.2 +35.2 1-35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4
36 3/4" +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 1+34.0 -34.0
A.LYNNWILLER.P.E.
P.E#60705
36
143 3/41,MAX 36
�731/2"r�36 MAX." MAX —� SEE NNOTE3��-MAX" MAX. —SEE NOTE �—MAX" n di ged. ��ae
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SEE NOTE 4 OX OR XO OXO OXXO 41 p "'
O 07
71 3/4"MAX. 36 3/4" ❑ ti F
MAX. U A Z
371/2" 24 9/16"MAX. 33 5/8"MAX.
MAX DLO(TYP) DLO(TYP.) G 0
A� I A-� B
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95 3W
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49 MAX. 49 41 s a wIG
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MAX.
84 318" 103 (TYP.) � e N
DLO 84 3/9' vi n
MAX.TYP. 71 )
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DLO'
CFYP) DLOOR
O HEIGHT =HEIGHT-11 3/8" tea'$ o
1� j
DLOWIDTH'X' =DOOR WIDTH-1215116" oZ Z w
ID CJ IC F� �F DLO WIDTH'XX'=DOOR WIDTH/2-115116"
L X J L \XA X INAC J 0 SIDE LITE
DLO HEIGHT=HEIGHT-11 3/8"
DLO WIDTH =WIDTH-3 1/8"
A O
- X A� XX B
NOTES: 41
1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. (�
2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 5.
3.SIDE LITES OVERLAP'X'AND'XX'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.LYNNUILLER,PE.
P.E.068T
WRooucr REVISED.
3 a t rlyitg wilt.aM FloKa.
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Attepls�ee No ,
40
EXTERIOR INTERIOR
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10 1 2 60 Y C14 >U-
64 AT HEAD/JAMB
37 O Q
60 65 ATSILUJAMB 1�0 g O A
CLEAR-COLORED Q ; o
SEALANT g ( £o
EXTERIOR INTERIOR uJ 'r
62
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® 63 in I1
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MAX. a 00 A z
MAX. MAX. MAX. SIDE lyl z
DLO DOOR DLO LITE 62 rn
HEIGHT HEIGHT Q LLL p
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30 61
CORNER ASSEMBLY gZ Z
12
40
13 .aVss
DOOR SECT.A-A SL SECT. B-B
VERTICAL VERTICAL
XOM MILLER,P.E.
P.E,58705
t} 49 FORODUE r REWSED
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MAX.'XX'WIDTH A�Fn.ee rv�JE aC�17
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DLO 'XX'SECT.C-C DLO* 31 g C6 �o
35 36 34 44 HORIZ. 46 45 5 LU
32
MAX.'X'WIDTH
20 0 0
Fn U-
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w °z
o INTERIOR z U
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N�MAX8 '. S n� = U-
46 21 5 DLO 'X'SECT. D-D EXTERIOR Oz K
HORIZ.
SPACING,SAME AS
67 JAMB ANCHOR SPACING ® N
MAX.SL WIDTH--_{ MAX.SL WIDTH y N
(SEE SHEETS 7,8 AND 9)
zur
62 0 0
112E z
Ll
RE66
DLO' 22 SEE TABLES 1 AND 2 AND r MAX.L
NOTES ON SHEETS 1&2
66 62 SL SECT. E-E 62 FOR APPLICABILITY SL SECT. F-F
HORIZ. (DOOR W/SIDE LITE) HORIZ. (SINGLE SIDE LITE)
A.LYNN FA LEt,P.E.
P.E.#58705
ITEM DWGN PGT# DESCRIPTION
1 943B 60411 FRAME HEAD
2 1010 6Q3W WSTP.,Q-LON.190 X.375 HIGH PRUDVCr REVISED,
3 7070 67070K BULB WEATHERSTRIP.187 X.300 HIGH 6s C"PI7b6 N11b.d.Fladd4
4 955 7BSSX FLUSHBOLTSTRKEPLATE Aawnlew. fC^dL29•I
5 956 7956X 2PT.LOCK STRIKEDSTRIK LATE EglkeaheDph_I„I1411-
6 958 7958A FRAME HEAD STRIKEPLATE BACKING PLATE SILICONE HOT-MELT BUTYL
7 7832X12FP)P #8-32 X.600 PH.FL MS-S.S.W/SIUCONE PATCH STRUCTURAL 8�
B 995 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB) SILICONE reQD,yRJ',.�.' rbirr.CnetmT
STRUCTURAL 3/16"NOM.
9 998 70996 GASKET(BETWEEN HEAD 8 FRAME JAMB) 1/4"NOM. FOAM
10 952A 6533016 FILLER HEAD ADAPTER WITHPOLYI OB DESICTYLENCANT
WITH
11 11000 611000M OUTSWING THRESHOLD WITH DESICCANT DESICCANT
12 1670 671670 WSTP,.350 RD FOAM FILL TSLOT(AMSBURY#32111)
13 11004A 611004M OUTSWING THRESHOLDCHANNELCOVER EXT.GLASS EXT.GLASS 04 LL
14 11001A 411001A ACETAL SPACER.065 IN HOUSE INJECTION MOLDED) O V
15 11002A 411002A ACETAL SPACER.0951NHOUSE INJECTION MOLDED)
16 11003A 411003A ACETAL SPACER.140(INHOUSE INJECTION MOLDED) �• Q
20 9150 60380 FRAME JAMB(OUTSWING) �lp
21 1010 SQ300 WSTP.,Q-LON.190 X.375 HIGH i U)
INT.GLASS INT.GLASS m c
22,6608 66608M REINFORCEMENT,1.000 XZ750 X0.850,6081 T5 _ O
23 1140 78X112PBATS #8 X 1.500 PH SO A Tl3
u 1048 71048 JAMB SCREW COVER CAP KIDDISPACE SUPER rn $C3
25 930 41721N STRIKE PLATE INSERT 80 4SG TPS 87 SPACERU NXTTM �_ •�`^'
28 ilia 710X34PFA #10 X.750 PH.FL SMS
27 7070 87070K BULB WEATHERSTRIP.187 X.300 HIGH J
30 910D 6910 DOOR PANEL,TOP&BOTTOM RAIL LLI
31 911E 6911 DOOR PANEL SIDE RAIL
32 917 7FRM0 HINGE EXTRUSION rn LL
33 1178 710MFP W,B R10 X.625 PH.FL.SMS ALUMINUM (6
34 913A 60378M TRUSS CLAMP REINFORCEMENT O 0
35 1130 6TRODA 5116.18 THREADED ROD POLYISO- DESICCANT FILL AREA ¢
36 990 7990NUrA 5116.18 FLANGED HEX NUT BUTYLENE 5/16"NOM. Q (n
37 914A 60379M WEATHERSTRIP CHANNEL 5/16"NOM. SEAL
38 7834FPT #8 X.75 PH.FL.TEK BUTYL& SILICONE SEAL o Z
39 997 70997 GASKET(BETVVEEN PANEL HEAD/SILL&PANEL STILES) DESICCANT ROLL-FORMED _
40 10M 67824G WSTP.,.187 X.250 HIGH,FINSEAL - FOAM STAINLESS STEEL V
41 928 41720 SLIDE BOLT ASSY.(INACTIVE PANEL ONLY) Z
EXT.GLAS5
42 1145 76X12FPAW 06 x.500 PH FL SMS TYPE BD.S � � U.I �
43 1212 TP30GG SILL DUST PLUG INACTIVE PNL) EXT.GLASS LID W
44 983B 6983 DOOR PANEL ASTRAGAL 1(OLRSWING) `0 J ('J'
45 984B r710X34PFA
DOOR PANEL ASTRAGAL (OUTSWING) 1p c�
46 1213 WSTP.,Q10N.190 X.200 HIGH 8 0 � LL
47 929 LOCK SUPPORTASSY.(41707&41708) INT.GLASS INT.GLASS Q zN J
48 1139 #6 X.750 PH.FL SMS LL Q. R Q
49 9M 2 PT.LOCK ASSY. DURASEAL® XL EDGETh1
50 RUBBER SLEEVE g2 O
51 930 STRIKE PL.INSERT(INACTIVE PANEL) SPACER SPACER, m
52 931 DEADBOLT STRIKE PLATE 0 cN n
53 1118 #10 X.750 PH FL.SMS y +
54 857 170957X HANDLE STRIKE PLATE
55 ilia 710X34PFA #10 X.750 PH FL.SMS
a!
60 MD 6920D ISIDEUTEHEADER Part# Description Material =�°my
61 921D 6921 SIDELRE SILL Oo O
62 916B 6=1 SIDELITE JAMB 80 Kommeding 4SG TIPS Spacer System
63 1155 781PQA 98 X 1.000 QUAD PN.SMS See this o.x
64 MS 7888 HEAD GASKETS(STOCKING#7090) 81 Quanex Super Spacer nXf with Hot Melt Butyl Sheet Tor o
65 999 79M SILL GASKETS(STOCKING070999) 82 Quanex Dumseal Spacer
68 934A 61641M SIDEUE JAMB ADAPTER ,Materials
67 1 #12 X 1.00D SHEET METAL SCREW 8.3 Cardinal M-Edge Spacer ..'.
70 1 712653K SETnING BLOCK 3132"X 114"X 1'WIPSA REFERENCE TEST REPORTS:PTL-87 7,8968&8970 _
71 71287K SETTING BLOCK,1/16 X 117 X 1'WIPSA _
72 4222A 64222 BEAD,7/lIr '
73 988 8988 BEAD,318" .. .-
92 988 649,86 IBEAD,INTERIOR
93 1224 16TP247 1BULB,THICK(USED IN EXTRUDED BEAD) -
94 GLAZING SIUCONE,DOW 899,983 OR EQUIVALENT
85 GLASS,3/8'LAMI-118"A,.90 PVe,3rye"HS
96 GLASS,3/8-LAMI-118'HS,.90 PVB 3116"HS '
97 GLASS,7116"LAM[-311V A,.90 PVB,311F HS
98 GLASS,7118"LAMI-3116"HS,.90 PVB,3/16'HS
102 11006A 141108A JACETAL SPACER.295(INHOUSE INJECTION MOULDED) ITEMS#17-19,28,29,5659,6B,69,74-79,84-91&99-101 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.
A.LYNN MILLER,P.E.
103 OFF-THE SHELF DEAD BOLT LOCK
P.E.068705
1.750
1.750 1.750 1.750 t'RODUC r REVISED1.820 o%Nffr as& the t7oAa.
budia
�1.4801 O50 � A.irpuatN1 IL..nL Z9.17-
III I Earkal m D.! '^
.250--� �+- Ed1EMd „e�CM,p
4.726 37 WEATHER
4.726 4.726 STRIP CHANNEL
4.628 .062 3.000 050 6063-T5 Y � u-
4.D00 �2 4.1DO .062 4.100 .062 4.675 4.675 0.375 :4 U
4.100 0
L 0
co
O
O c O
DOOR FRAME, 2.125 125 W CDZO JAMB
6063-T6 J
DOOR PANEL DOOR PANEL Lu O
30 TOP r?<BOTTOM RAIL 31 SIDE RAIL DOOR PANEL DOOR PANEL 0
6063-T5 6063-T5 44 INTERIOR ASTRAGAL 45 EXTERIOR ASTRAGAL O HINGE F5 LL
6063-T5 6063-T5 32 6063-T5 0
1.500 1.578 I`
3, 655 I 1251 -�I -.525 �{ .890 O
3.111 11 �--�-� -.558 .050 � :S 0 ••Z
-1.550 750 683 .050 .683
2
1.400 050- 050 { �.172 a a Z Z
TRUSS CLAMP 318"GLAZING BEAD 7/16"GLAZING BEAD 3.000 .683 O50 0
14 =) .
�
O FILLER HEAD ADAPTER 34 6063-T5 73 6063-T5 72 6063-T5 T co LL o
1O 6063-T6 1
o W 2 '�
f 3.100 ►{ 1 1.092 8 0 U-
�3.000--�{
II �
IG GLAZING BEAD W Q
T T 1.479 62 60 JAMB 74 6063 T5 6063-T6
C CV mN m
1.272 1.479j
504-� o�xti
830 r 360 S m a
O50 5.459 .075 5.212 ON o
O aY
1 FRAME HEAD 6.085 OUTSWING THRESHOLD oz z
6063-T6 .075 13
4.586 CHANNEL COVER
6063 T6
.050 2.980 I►-2.750-�
079 1.489 .750
.489Pu L 050 1.000 t�
-3.000---1 Y^ 3.100� 650--1
OUTSWING THRESHOLD SL JAMB
11 6063-T6 60 SL HEADER O SL SILL gg ADAPTER O TUBE MULL
6063 T6 61 6063-T6 6063-T6 ZZ 6063-T5
A.LYNN MILLER,P.E.
P.E.#58705
HEAD HEAD HEAD HEAD HEAD
I ZONE C"� I D�ZONE"D" ZONE " ZONE E"� ZONE"D" HEAD
ZONE"E'l Pxooucr ar:vIseo
n--Plyieg-Wk lke Fl.,W.
H' "Go&
x=MINIMUM JAMB ANCHOR
LOCATION. aalrP°Q °
2 Q ¢ ¢ m m ¢ m
z X z z XX z z O z z XO OR OX z —=ADDITIONAL JAMB N LL
N N N N N N N N ANCHOR LOCATION,
EQUALLY SPACED AS p
a a ¢ a REQUIRED PER TABLES 0 U
3-7 ON SHEET 9. O p
0
O
c W a i'
� SIL
ZONELC"� �ZONE''D"�ZONESILL SILLD"� �ZONEL'E"SIL � �ZONESILI"D"ZONE"E"SILL4 U) p
Z lL
SEE TABLE 3.,SHT.9 SEE TABLE 4.,SHT.9 SEE TABLE 5.,SHT.9 SEE TABLE 6.,SHT.9 O 06 O
HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD HEAD EXAMPLE ¢ p �0D
ZONE ZONE ZONE ZONEZONE
,HEAD
"F"� "E" rZONE"D" ZONE"F'� „E" „E„ ZONE"F" ZONE"F"� "E„ ANCHORAGE SOLUTION w O
J 0 c E-•
FOR A CONCRETE € W U z
OXXO INSTALLATION LU 0 z
w
A.19"x 83 3/4"SIDE LITES"B"AND 9O of p
�0 paQ m m CO "E"ZONE ANCHORS FROM _ g`0
aU W
w w w w w w TABLE 7,SHEET 9. g t
o OXO N O XXO OR OXX N O OXXO N PLUS: Q F Q
m m m m m m
Q ¢ B.71 314"x 83 3/4"XX DOOR ZONE �' m
"F"ANCHORS FROM TABLE 4, ® o N m N
SHEET 9,EACH"F"ZONE. r N m
SEE ENCIRCLED VALUES,SHEET 9 mom a
VZ 0 0
SOLUTION: a x
TOTALS(4)TYPE 1 OR 2 ANCHORS o f z
U
SILL SILL I SILL I I SILL SILL SILL SILL I EACH JAMB AND 2+5+5+2=(14)
} ZONE SILL ZONE { �ZONESILI"D"ZONE SILL"F'�ZONE { } ZONE�ZONE"F" ZONE F"4ZONE— TYPE 1 OR 2 ANCHORS AT HEAD
"E SEE TABLE 7 FSHT.9 E SEE TABLE 7.,SHT.9 "E„ E" SEE TABLE 7,SHT.9 "E" AND AT SILL.
EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4'XX'DOOR, =ANCHOR LOCATION FOR
WITH 19"x 83 314"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):13 1/4"MAX.FROM CORNERS AND 23 1/8"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 3K'MAX.O.C.
3.TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. a trNN MILLER,P.E.
P.E.#58705
TABLE 3.X DOORS TABLE 4.XX DOORS TABLE 6.0 SIDE LITE TABLE S.XO&OX TABLE 7.OXO.XXO,OXX APPROVED ANCHOR TYPES:
PROD0.0 f RMSED
(ALSO X DOOR OF XO&OX) &OXXO 1.1/4"ELCO TAPCONS
ha�din�g°1m the FTnAda-
GLASS TYPES �., D. GLASS TYPES A.B.C,D.E GLASS TYPES A,B,C.D,E GLASS TYPES A,B,C.D,E GLASS TYPES A,B.C.D.E Acapts o,
ANCHOR TYPE 2 3,WANCHORTYPE 2 3,WOOD 1,2,CONC ANCHORTYPE , , , ANCHORTYPE 23,WOOD 12,CONC ANCHORTYPE 2 3,WOOD 1,2,CONC2.1/4"ELCO SS4 CRETE-FLEX Es A SUBSTRATE &SUBSTRATE &SUBSTRATE &SUBSTRATE &SUBSTRATE MASONRY ANCHORS 1
DOOR WIOTHS LOAD ZONES DOOR WIDTHS LOAD ZONES WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES
w w 3.912 SCREWS(G5)
'X'-25.50 w > ")OC'-47.75 w w "O"-10.75 'W'-25.50 'X'-25.50
TO 37.50 ' TO 71.75 TO 36.75 TO 37.50 TO 37.50 LL L
n;s EL� b a L A 4.ENCIRCLED ANCHOR
LL > J J J u, w � w w w a " w zi QUANTITIES IN TABLES 4 CV
J J J '%X'-47.75 m J m LL
N�rna¢ i.m455 m J m m ¢ m a TO 71.75 H z
a a m Q.
N 53 m y ❑ m a AND 7 PERTAIN TO THE U
N )W y W m a r O r m ❑r O r '
m '❑ o + m H �❑J a a g a. m o m ❑ m o m m a ❑ m m 3 m EXAMPLE ANCHORAGE ?f p U
a a m g m ' w 3 w+�a 3 w 3 a SIDE g a SIDE ¢ x
w w a ;� 6 a x x x x w �i w ' ' ali a w w SOLUTION ON SHEET 8. 0 Q
x x r � x x r N w KO w x x LITE x x = x � LITE x ' U O U) (L
WIDTH x HT. X X X 3 X X >C 3 WIDTH x HT. x¢x 2 x X x X y WIDTH x Hi. O O O O WIDTH x HT. O O X X O O >< >C WIDTH x HT. O O X o 0 >< O J Lb
25.50 x 79.75 5 2 7 4 2 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 0 4 2 C 10.75 x 79.75 4 2 4 2 9 Q (A z 0
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 W g
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 W 87.75 4 2 p 4 2 p W F-' ;
91.75 5 2 7 4 2 3 91.75 5 4 7 4, 2 3 91.75 4 1 4 1 91.75 4 2 0 4 2 0 91.75 4 2 r$ 4 2 r$ Z J o
W O -
95.75 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 p 4 20 N 0
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 1275 x 79.75 4 2 4 2 LL 12.75 x 79.76 4 2 g 4 2 0 0 (n LL
83.75 5 2 7 4 2 3 83.75 5 r
7 4 2 3 83.75 4 2 4 2 83.75 4 2 4 2 83.75 4 2 4 2 Q °� g C)
87.75 5 2 7 4 2 3 87.7 5 7 4 2 3 87.75 4 2 4 2 87.75 4 2 Q 4 2 a 87.75 4 2 42 O Oo
91.75 6 2 7 4 2 5 91.75 5 7 4 2 3 91.75 4 2 4 2 91,75 4 2 f 4 2 r 91.75 4 2 � 4 2 _j U95.75 6 2 7 4 2 5 95.75 6 7 4 3 5 95.75 4 2 4 2 95.75 4 2 4 2 95.75 4 2 a 4 2 a ° U ~
29.50 z 79.75 5 2 8 14121 3 55.75 x 79.75 5 4 7 4 2 3 19.00 x 79.75 4 2 4 2 19.00 x 79.75 4 3 LL 4 2 LL 19.00 x 79.75 4 3 U. 4 2 LL Z = y Z
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 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 87.75 4 3 F 4 2 F 87.75 4 3 p 4 2 p
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 a 4 2 Q 91.75 4 3 = 4 2 = O LL O
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 4 2 95.75 4 3 C3 4 2 Q -.0
p
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 4 2 $ ��Z J a W
83.75 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 LL 4 2 LL o Q Q
87.75 6 2 8 4 2 5 87.75 6 5 B 4 3 5 87.75 4 2 4 2 87.75 4 3 w 4 2 w 87.75 4 3 -d 4 2
91.75 6 2 8 14121 5 91.75 6 5 8 4 3 5 91.75 5 2 4 2 91.75 5 3 � 4 2 � 91.75 5 3 00 4 2 0
95.75 7 2 1014 2 5 95.75 6 5 B 4 3 5 95.75 5 2 4 2 95.75 5 3 a 4 2 L 95.75 5 3 w 4 2 w ® a.�"+ N
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 y 4 2 27.75 x 79.75 5 3 m 4 2 m w"
63.75 6 3 8 4 3 5 B3.75 6 5 B 4 3 5 83.75 5 2 4 2 83.75 5 3 z 4 2 O 83.75 5 3 F 4 2 � o x L'
87.75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 5 2 4 2 87.75 5 3 a 4 2 a 87.75 5 3 9 4 2 M z m N a
ai O O H-�z, - w
91.75 7 3 10 4 3 5 91.75 6 5 B 4 3 5 91.75 6 2 4 2 91.75 6 3 w 4 3 w 91.75 6 3 LL 4 3 LL r S a$
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 6 3 W 4 3 W o z =
35.50 x 79.75 6 3 8 4 3 5 67.75 x 79.75 6 5 B 4 3 5 36.13 x 79.75 6 3 4 3 36.13 x 79.76 6 4 4 3 ~ 36.13 x 79.75 6 4 E 4 3 �
83,75 6 3 8 4 3 5 83.75 6 5 8 4 3 5 63.75 6 3 4 3 83.75 6 4 0 4 3 00 83.75 6 4 Q 4 3 a
87,75 6 3 8 4 3 5 87.75 6 5 8 4 3 5 87.75 7 3 4 3 87.75 7 5 LL 4 3 LL 87.75 7 5 d 4 3 3
91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 7 5 p 4 3 p 91.75 7 5 w 4 3 w
9595 7 3 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 7 5 Z vZ 4 3 V 95.75 7 5 = 4 3 =
37.50 x 79.75 6 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 79.75M75
Q 4 3 Q 36.75 x 79.75 6 4 Q 4 3 a
83.75 6 3 B 4 3 5 83.75 6 5 9 4 3 5 83.75 6 3 4 3 83.75 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 4 3 ' 87.75 7 5 � 4 3 �
91.75 7 3 10 4 3 5 91.75 7 6 10 4 3 5 91.75 7 3 4 3 91.75 N 4 3 y 91.75 7 5 4 3 A.
95.75 7131 10 4 3 5 95.75 7 6 10 4 3 5 95.75 7 3 4 3 95.75 D 4 3 95.T5 7 5 4 3
A.LYNN MILLER,P.E.
P.E.058705
2X WOOD 1 3/4" 1 3/4" 2X WOOD 3.4 KSI MIN CONC. 13/4" 1 3/4"MIN.E.D.
BUCK, 3.4 KS1 MIN CONC �MIN E.D_[_M_iN E.571 BUCK,NOTE 2 E.0,
NOTE 2 PRODucrREVIS90
NOTE 2 1 X WOOD BUCK,
'm wamplAs with the Florida.
I 3/8"TYP
1 3/4"TYPE 2
3/4"TYPE 2
IE 1
3/8"TYPE 1
1XWOOD Arrept—No)4
MIN E*D N.
BUCK NOTE 2
A, Expirstim note n
13/9' 1 3/8"MIN.
MIN.
114"MAX. 1/4"MAX. Aw D-4, canted
SHIM 1/4'MAX. 1/4"MAX. SHIM
WOOD EXT. SHIM SHIM
ANCHOR CONC. EXT. WOOD EXT, CONC,
EXT_ TYPE 2 OR 3, ANCHOR, ANCHOR ANCHOR, 52 !�2 LL
NOTE 1 NOTE I TYPE 2 OR 3, NOTE 1 c) —
g `� F-
1 1/4-TYPE I OR 2(CMU) NOTE I u
DOOR HEAD(WOOD) DOOR HEAD(CONC) <
1 318-TYPE I(CONC) SIDE =-AD(WOOD) SIDE LITE HEAD(CONC) 0 11-
1318" 1 314-TYPE 2(CONC) 0 7
MIN. 1/4'MAX.. 1 1/4"TYPE I OR 2(CMU) Df U-)
1/4"MAX.SHIM 0
SHIM ..-: '.i:.. _T 114"MAX.SHIM 1/4"MAX.SHIMI z 1 3/8"TYPE 1(CONC) cd C,
UT'- '-0:.1 314"MIN.E.D. I 13/8'MIN. Ap
1 3/4"TYPE 2(CONC) LIJ
WOOD CONC. 13/4!'
MIN.E.D.
ANCHOR ANCHOR,
W C)
ON CONC NOTE I
STAGGERED u-
1.5 KSI MIN.CMU OR
WOOD 3.4 KSI MIN,CONC. 06 0 CENTERS, (,
ifgiftip�- ANCHOR, 0
TYPE D 1 3/4"MIN.E.D. cn 0�
2 OR 3, 3/4-MIN.E.D. TYPE
NOTE NOTE 1 2 OR 3. < 0 U)
2X WOOD 1 X WOOL)BUCK NOTE F-
EXT. t1.5 KSI MIN.CMU OR w
BUCK,NOTE 2 NOTE 2 ONC. BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 EXT. 0 m Z_
W
DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) Z
WOOD ANCHOR TYPE 2 CONC.ANCHOR, UJI
R 3,NOTE NOTE 1 LL C)
WOOD ANCHOR,TYPE 2 OR 3 NOTE 1 CONC.ANCHOR,NOTE 1 1XWOOD 0
EXT. BUCK,NOTE 2 N:c
EXT. NOTE cs c3 �"L) n LCLI
1 z _j
EXT. J/ z9
1/4"MAX VIMAX. 1/4"MAX. 1/4!'MAX. < <
(.670 SHIM SHIM 0—M
13/8 TYPE
1 3/8"MIN.
13/8"MIN.
1 3/4"TYPE 2
4.3/8'TYPE
3.4 KSI MIN -.13/4"TYPE 2
1 3/4" 3.4 KSI MIN.CONG.
2X WOOD BUCK 1—NOTE 2 dmIN.E.D. 2X WOOD BUCK,NOTE 2 CONC.. 13:/4" zur
DOOR SILL(WOOD) DOOR SILL(CONC) MIN.E.D.
SIDE LITE SILL(WOOD) 0;� z 0
SIDE LITE SILL(CONC) r'
NOTES:
1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114'TAPCONS EMBEDDED I 3/8'MIN.(TYPE 1) OR 1/4"SS4
CRETE-FLEX EMBEDDED 13/4'MIN.(TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4". FOR WOOD INSTALLATIONS USE
912 SCREWS,G5(TYPE 3)OR ELCO 1/4-SS4 CRETE-FLEX ANCHORS EMBEDDED 130 MIN.(TYPE 2).
2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2"THICK. 1xWOOD 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 15 NOT REQUIRED. IF USED,NOWSHRINK,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.KiILLEiR,P.E.
RLA 58705
MIAWDADE MIAMI-DARE COUNTY
EM PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 3 3 1 75-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries,Inc.
1070 Technology Drive File C®jay
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
P PP � � P Y g
including the high Velocity Hurricane Zone.
DESCRIPTION: Series"SGD-780"Aluminum Sliding Glass Door w/90°& 1350 corner(Reinf/Non-Reinf)—L.M.I.
APPROVAL DOCUMENT:Drawing No. MD-780.0 Rev A, titled"Aluminum Sliding Glass Door (LM)", sheets 1
through 18 of 18, dated 10/05/15 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:
I. Max Panels configuration is allowed per tables I thru 3,not to exceed 462.11 ft2.The inside/outside 901& 135'
corner units are limited to straight panel each corner side per tables 1 thru 3.
2. See sheets 7&8 for,Design Pressure(DP),glass type, sill type for positive DP limit,applicable reinforcement
and anchorage quantity requirements. See sheets 12 thru 15 for anchors lay out at tracks and corners. See Pocket
anchor details in sheet 6.
3. Pockets wall,cavity are not part of this approval.Exterior/Interior Pocket wall&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#15-0903.09 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.
.
NOA No.16-0629.10
MIAMbDADECOUNTY Expiration Date: August 02,2017
0� Approval Date:August 11,2016
16 Page 1
,i
SHOP DRAWING REVI bV
NO EXCEPTIONS TAKEN
MAKE CORRECTIONS'NOTED ( )
REVISE AND RESUBMIT ( )
REJECTED-
SUBMIT SPECIFIED ITEM ( )
CHECKING IS ONLY FOR CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PROJECT AND COMPLIANCE WITH THE
INFORMATION GIVEN fN THE CONTRACT DOCUMENTS. CON-
TRACTOR IS RESPONSIBLE FOR DIMENSIONS TO BE CON-
FIRMED AND CORRELATED AT THE JOB SITE; FOR INFORMATION
THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO
TECHNIQUES OF CONSTRUCTION; AND FOR COORDINATION OF
THE WORK OF ALL TRADES.
FItNNVQLD ARCH I ECTU�, INC.
MATE�1� BY 1,
J
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
I. Manufacturer's die drawings and sections (Submitted under files#listed below)
2. Drawing No. MD-780.0 Rev A,titled"Aluminum Sliding Glass Door(LM)", sheets 1 through
18 of 18, dated 10/05/15 and last revised on 06/08/16,prepared by PGT Industries, signed and
sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. REF 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
TPS, Super, Cardinal&Duraseal Spacers),prepared by Fenestration Testing Laboratory, {, t
Reports No(s) FTL-8717,FTL-8970 and FTL-8968, dated 02/15/16, 06/07/16 and 06/20f 1 .'x
signed&sealed by Idalmis Ortega,RE
2. Test reports 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 SGD w/1350
interior/Exterior corner&interior pocket mount,prepared by Fenestration Testing Laboratory, Inc.,
Test Reports No(s)FTL-8322 and FTL-8374, dated 08/06/15,both signed and sealed by ldalmis
Ortega,P.E. (Addendum letter dated Jan 18,2016,issued by Fenestration Testing Lab)
Along with marked—up drawings and installation diagram of Aluminum SGD,prepared by
Architectural Testing,Inc., Test Report No.ATI-8124.01-401-18 R, dated 11/13/2008, signed and
sealed by Joseph A. Reed, P.E. (submitted under files#15-0903.09/912-0516.04)
Along with marked—up drawings and installation diagram of Aluminum SGD,prepared by
Fenestration Testing Laboratory, Inc., Test Reports No(s)FTL-5618, dated 06/21/2008,FTL-5619,
dated 07/07/2008,FTL-5254, dated 05/17/2007 and FTL-5273,dated 05/07/2007 respectively, all
signed and sealed by Carlos S. Rionda,P.E.(Submitted under file#11-1018.12)
C. CALCULATIONS (submitted under files 415-0903.09)
1. Anchor verification calculations and structural analysis dated 01/20/16, complying with FBC-
2014 (51h 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 R).
Ishaq I.Chanda,P.E.
Product Control Examiner
NOA No. 16-0629.10
Expiration Date: August 02,2017
Approval Date: August 11,2016
E-1
i
PGT Industries,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (Former E.I. DuPont
DeNemours &Co., Inc.)for the"Sentry Glass® (Clear and White) Glass Interlayers",
expiring on 07/04/18.
2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. (Former E.I. DuPont
DeNemours&Co., Inc.) for the"Kurray Butacite PVB Interlayers", expiring on 12/11/2016.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014(5t`edition)and letter of no financial interest,
prepared by PGT, dated 08/28/15, signed and sealed by Lynn Miller,P.E.(submitted under files
#15-0903.09)
2. Spacer reference e-mail by PGT dated Jan 13, 2016, signed by Lynn Miller,P.E.
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises NOA#15-0903.09, expiring 08/02/17.
2. Test proposal#16-0152 dated 03/09/16,414-1739,Test proposals No(s) 09-0177, 0177-A,B&
C and approved by RER and Test proposal#07-2583, approved by BCCO.
3. AAMA's Technical Paper for SGD &Bi-fold doors referenced to FBC 2014(5t'edition).
Is aq I.Chanda,P.E.
Product Control Examiner
NOA No. 16-0629.10
Expiration Date: August 02,2017
Approval Date: August 11,2016
E-2
SERIES 780, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A: Min.Edge Min. 'MIN.OF3
INCLUDING POCKETS & 900/1350 CORNERS Group Anchor substrate Frame Member Distance Embedment THREADS BEYOND
THE METAL
A 1/4'Elco Ultra= Concrete(min.2.85 ksi) Head/SiII/JambfPfiook 2-1/7 1-3/8" SUBSTRATE.METAL
GENERAL NOTES Ungrouted CMU,(ASTM C-90) Jamb/P-hook 2-1/2" 1-114" SUBSTRATE TO
1)GLAZING TYPE OPTIONS:SEE TABLE B,THIS SHEET&GLAZING DETAILS ON SHEET 11. Concrete(min.3.35 ksi) Head/Sill/Jamb/P-fwok 1" 13/4" MEET MIN.
2)DESIGN PRESSURES: 114'Elco 410 S.S. STRENGTH AND
B P.T.Southern Pine(SG=0.55) Head/Sill/Jamb/P-hook 1' 13/8"
A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. CreteFlex THICKNESS
B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. Ungrouted CMU,(ASTM C-90) Jamb/P-hook 13/4" 1-1/4' REQUIREMENTS
3)ANCHORAGE:THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS Concrete(min.2.85 ksi) Head/SilUJamb/P-hook 1' 1318" PER CURRENT
PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO 1/4"Elco Ultracon Jamb 1" 1-1/4" FLORIDA BUILDING
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE Ungrouted CMU,(ASTM G-90) P-hook 2-1/7 1-114" CODE AND TO BE
CURRENT FLORIDA BUILDING CODE. I REVIEWED BY THE
4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. C P.T.Southern Pine(SG=0.55) HeadlSill/Jamb/P-hook 9/16' 13/8" AUTHORITY HAVING
5)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH #12,steel SMS(G5) Head1SII1/Jamb 3/8" 0.0713" JURISDICTION.
NARROW JOINT SEALANT. or 410 S.S.SMS, Aluminum,6063 T5' P-hook 310" 0.125'
6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSIlAF&PA NDS FOR (min.11 threads/in) Steel,A36' Head/Sill/Jamb/P-hook 3/8" 0(60" FOR STEEL STUDS,
WOOD CONSTRUCTION AND ADM,ALUMINUM DESIGN MANUAL. MIN.FU=45 KSI&
7)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE Steel Stud,A653 Gr.33• Head/Sill/Jamb/P-hook We' 0.056" MIN.FY=33 KSI.
CURRENT FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). Concrete(min.2.22 ksi) Head/SIII/Jamb/P-hook 1-1/2" 1-3/8"
B)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE 1/4"Elco 18-8 S.S. Ungrouted CMU,(ASTM C-90) Jamb/P-hDok 2" 1-114" "UNGROUTED CMU"
CURRENT FLORIDA BUILDING CODE,AS APPLICABLE. D A re Gator VALUES MAY BE
9)APPLICABLE TEST REPORTS:FTL-5254,5273,5618,5619,8322,8374&ATI-81241.01-401-18. Grouted CMU(ASTM C-90,min.2 ksi grout) Jamb/P-hook 2" 2" USED FOR
P.T.Southern Pine(SG=0.55) Head/SIII/Jamb/P-hook 1" 13/8" GROUTED CMU
TABLE B:SEE DETAILS ON SHEET 11 APPLICATIONS.
Glass Description(Listed from Exterior to Interior) Table Sheet
Type # #
1 7116'Laminated:(1)Lite of 3116"ANN Glass and(1)LHe of 3116"HS Glass with.090'PVB Intedayer 2 7 IMPACT RATING
2 9116'Laminated:(1)Lite of 1/4'ANN Glass and(1)Lite of 1W HS Glass with.090"PVB Interlayer 2 7 RATED FOR LARGE&SMALL
- 3 1-1/16'Laminated I.G.:3116'T Exterior Cap+7/1W Air Space+7/16'Laminated consisting of(1)Lite of 3/16'ANN Glass and(1)Lite of 3/16"HS Glass with.090'PVB Intedayer. .2 1 7.. MISSILE IMPACT RESISTANCE
4 1-1/16"Laminated I.O.:114'T Extedor Cap+3/8'Air Space+7/16"Laminated consisting of(1)Lite of 3/16'ANN Glass and(1)Lite of 3/16'HS Glass with.090"PVB Intedayer 2 7
5 7116"Laminated:(1)Lite of 3116"ANN Glass and(1)Lite of 3116'HS Glass with.090'SG Intedayer - 1 7 DESIGN PRESSURE RATING �m�apy4 k�b�pFTorlda
6 9116"Laminated:(1)Lite of 1/4'ANN Glass and(1)Lite of 1W HS Glass with.090"SG Intedayer 1 7 SEE TABLES 1-3&C1-C2 C.
ON SHEETS 7&8 Aw4UXwe'No 16-06Z9.10
7 7/16'Laminated:(2)Lites of 3/16'HS Glass with.090'SG Intedayer 3 8 E#irmbn Due U o2 ZD17
8 9/16"Laminated:(2)Lites of 114"HS Glass with.090"SG Intedayer 3 8 ISI.. a lyl \
9 1-1/16"Laminated I.O.:3/16"T Exterior Cap+7/16"Air Space+7/16"Laminated consisting of(1)Lite of 3/18"ANN Glass and(1)Ute of 3116"HS Glass with.090"SG Intedayer 1 7 CIF♦ N f�rut.efCe�hW
10 1-1116,Laminated I.G.:1/4'T Exterior Cap+3/8°Air Space+7/16'Laminated consisting of(1)Lite of 3/16'ANN Glass and(1)Lite of 3/16'HS Glass with.090'SG Intedayer 1 7 GENERAL NOTES.............1
11 1-1/16"Laminated I.G.:3/16'T Exterior Cap+7/16"Air Space+7/16"Laminated consisting of(2)Utes of 3116"HS Glass with.09("SG Intedayer 3 a EXAMPLE CONFIGS..........2
INSTALL DETAILS..............3-6
12 1-1/16"laminated I.G.:1/4"T Extedor Cep+3/8'Air Space+7116'Laminated consisting of(2)Lites of 3/16"HS Glass with.090"SG Intedayer 3 8 DP/ANCHOR TABLES........7-8
EXAMPLES.........................9-10
ANCHOR NOTES STANDARDS USED: GLAZING DETAILS............11
•20
1)FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED .AST14M El
ELCO BUILDING CODE(FBC),6TH EDITION ANCHOR LOCATIONS.......12-15
ELCO ANCHORS.SEE TABLE A ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION PANEL TYPES...................16
2)FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. -ALUMINUM DESIGN MANUAL,ADM-2010 EXTRUSIONS.....................17 �� .
3)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2"THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF •Ais,s10o 07152-20to PARTS LIST........................18 \ 0�'1 LYf�IV;f, i
UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR t?.•'�oENs '•�Fp '�
GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. Q' '
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD&TO = 1�
ALUMINUM SLIDING GLASS DOOR NOA LM 10/05/15 = No.58705
BE REVIEWED BY THE BUILDING OFFICIAL. � ( ) � _ ��TE
=_
4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA GENERAL NOTES m� J ROSOWSKI :D•. �BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.5 IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK, Q /[I
® a ADDED SPACERS TO SHEET 11.-JR 05/15/16 -FLORION;.
NON-METALLIC GROUT,MAX.1/4"THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE CERT.OF AUTH.#29296 $ 'i��P • . taG
LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. 1070 TECHNOLOGY DRIVE
IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD N.
SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. (9 VENICE,FL 34275
41)480-1600 SGD-780 NTS 1 OF 18 $ MD-780.0 A A LYNE#58L MILLER,P.E
P.E.#58705
MAX.UNIT WIDTH MAX.UNIT WIDTH MAX.UNIT WIDTH - MAX.UNIT WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH NOM.PANEL WIDTH
PER TABLES 1-3 < PER TABLES 1-3 < PER TABLES 1-3 ° PER TABLES 1-3 '
13 I 13 s D 12.
MAX.UNIT 3 / ° j� MAX.UNIT � / / j� MAX.UNIT D 3 ° I� MAX.UNIT
HEIGHT / I^ HEIGHT / / I"w HEIGHT
PER TABLES 1-3 /' ig PER TABLES 1-3 / / I� 12 PER D i�
li PER TABLES I-3 I2
TABLES 1�
6
1-PANEL sY q 2-PANEL R Y 3-PANEL CONFIGURATIONS - 4-PANEL CONFIGURATIONS
CONFIGURATIONS CONFIGURATIONS ^
MAX.UNIT WIDTH
MAX.UNIT WIDTH MAX.UNIT WIDTH
NOM.PANEL WIDTH
NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 1-3tTYP.
PER TABLES 1-3 � PER TABLES 1-3 �—
T 3 j ° I MAX.UNIT
3 13 to HEIGHT MAX.UNIT a ° j� MAX.UNIT 9 / ° � PERHEIGHT 3 3 HEIGHTI� TABLES 1-3PER TABLESI-3 / li PER TABLESI-35-PANEL CONFIGURATIONS < 6-PANEL OUrSID=CORNERSHOWN.INSICORNERSIMILAR
CONFIGURATIONS
MAX.UNIT WIDTH MAX.UNIT WIDTH PRODUCrRBVISEA
NOM.PANEL WIDTH NOM.PANEL WIDTH ""is C d. ►IweFlorba
n N.LC,o .le
PER TABLES I-3 sue__ PER TABLES 1-3 EIIIII ' g� I '-7
a a
13 I 13 ~
MAX.UNIT 3 3 3 ° 10 MAX.UNIT
HEIGHT 3 3 a I^ HEIGHT
PER TABLES 1-3 / / / / / / i� PERTABLESI-3 / iz
7-PANEL CONFIGURATIONS dD �� J 8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES: DLO WIDTH=NOM.PANEL WIDTH-7.875"
"X"=OPERABLE PANEL" DLO HEIGHT(STD.BOT.RAIL,922)=DOOR UNIT HEIGHT-13.47"
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB O" INOPERABLE PANEL DLO HEIGHT(FALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29"
LOCATIONS.EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,pXXXX OR XXXXp.OXXX IN „p„=POCKET PANEL HEIGHT=DOOR UNIT HEIGHT-2.25"
POCKET CONFIGURATION CAN BE OXXXp.
2)90-&135°CORNER CONFIGURATIONS ARE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
ALUMINUM SLIDING GLASS DOOR NOA(LM) m 10/05/15
3)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND CONFIGURATIONS J ROSOWSKI
6 l�
REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 4.
DETAIL LETTER CERT.OFAUTH.#29296 �� ^"'i". ,-.'• ..
4)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. ® 1070 TECHNOLOGY DRIVE $
N.VENICE,FL 34275 g A.LYNN MILLER,P.E.
5)MAX.ALLOWABLE FRAME SQUARE FOOTAGE=462.11 FT' SHEET NUMBER (941)-480-1600 SGD-780 NTS 2 OF 18 S£ MD 780.0 $ A P E#Sg7�
OPT.1X OR 2X WOOD BUCKSTRIP, METAL TYP.,SEE ANCHOR
SEE ANCHOR NOTE 3,SHEET 1 DETAIL A1.. DETAIL B1 DETAIL C1 DETAIL D1 NOTE 4,SHEET 1;MIN.OF 3
CONCRETE/CMU PER TT1Ru lx w000 ACING ExL INTERLOCK INTO METAL
THREADS BEYOND THE
ANCHOR REQUIREMENT INTO MASONRY FACING ExT. METAL SUBSTRATE
FRAME WIDTH
NOM.PANEL WIDTH
91
TYP.ANCHOR TYPE, 12"FIXED
EMBEDMENT AND "O"PANEL BRACKET EDGE
1 z1 EDGE DISTANCE PER @ TOP AND BOTTOM I DISTANCE
9z �
SUBSTRATE,SEE 31
.`\
TABLE A,SHEET 1&
NOTE 3,BELOW :" , DAYLIGHT i______93 ________� as
OPENING
WIDTH 1 s3
EACH END
EMBEDMENT 30 EXTERIOR
_ I
EDGE DISTANCE 25 EDGE
EXTERIOR j ze I 21 DISTANCE
SEE TABLE 3 FOR
1/4"MAX. V zs REINFORCEMENT 1l4"MAX. �I
I EXTERIOR i REQUIREMENTS EMBEDMENT
1 I
TYP.ANCHOR TYPE,
DETAIL A2 HORIZONTAL SECTION(XXO SHOWN)`'��, EMBEDMENT AND EDGE
INTO 2xw000 DETAIL62 DISTANCE PER
SUBSTRATE,SEE TABLE A,
2X WOOD EMBEDMENT DETAIL C IDETAIL D2 ASTRAGAL SHEET 1&NOTE 3,BELOW
BUCKSTRIP OR 1/4"MAX INTERLOCK INTO MASONRY FACING INi.
FRAMING,SEE DAYLIGHT
ANCHOR NOTE 3, r
OPENING -1 I ' PRouucr RBvlSEp
21 31 1 u " olyin Wcu fue fb i&
SHEET 1 WIDTH 25
INTERIOR i 6rn Md.
SEE TABLE 3 FOR EDGE DISTANCE I Aereyle rce No -062 ./p
TYP.ANCHOR TYPE, ze REINFORCEMENT + E'Mrao-u.lr_8/�z�/�7
EMBEDMENT AND REQUIREMENTS 91 i32
EDGE DISTANCE PER 90 es TYP.ANCHOR TYPE,
SUBSTRATE,SEE EMBEDMENT AND
TABLE A,SHEET 1& eT 63 EDGE DISTANCE
NOTE 3,BELOW PER SUBSTRATE, I I
82 SEE TABLE A,SHEET I
31 sT 1&NOTE 3,BELOW
26
I I
EDGE n 610R82 EMBEDMENT L-________ ____
DISTANCE U EXTERIOR ASTRAGAL MAYBE
z •a';�CONCRETE/CMU INSTALLED IN EITHER
1 124 123 113 PER ANCHOR INTERIOR OR EXTERIOR
1- 112
121114. '• REQUIREMENT DIRECTION.ALL PARTS
MAX.
122 ItsI IDENTICAL.
120 HORIZONTAL SECTION(XO SHOWN)
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 -
NOTES INSTALLATION,HORIZONTAL X-SECT. t J ROSOWSKI
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
2)REFER TO ANCHOR NOTES,SHEET 1. ® _
3)SEE SHEET 12 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR QUANTITIES,SEE TABLES 1-3. CERT.OFAUTH.#29296 � - I
4)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER TO TEST 1070 TECHNOLOGY DRIVE
REPORTS FOR EXACT DIMENSIONS. N.VENICE,FL 34275
5)FOR DAYLIGHT OPENING(DLO)FORMULAS,SEE SHEET 2. (941 H80-1600 SGD-780 � NTS � 3 OF 18 1$ MD-760.0 A A LYNN MILLER,RE �
P.E.0 68705
I
DETAIL E1
INTO MASONRY DETAIL E2 DETAIL E3 DETAIL E4 DADE APPROVED MULLION,FBC
CONCRETE/CMU PER 2X WOOD BUCKSTRIP CONCRETE/CMU PER COMPLIANT ALUMINUM/STEEL FRAMING
1x6ucKsrwP INrowooO OR FRAMING,SEE MOMASONRV ANCHOR REQUIREMENT INroMErAL
ANCHOR REQUIREMENT OR STEEL STUD.SEE SUBSTRATE
EDGE ANCHOR NOTE 3, r ` EDGE PROPERTIES,TABLE A,SHEET 1
DISTANCE SHEET 1 p
�. DISTANCE EDGE DISTANCE
EMBEDMENT
✓' EMBEDMENT
1 EMBEDMENT EMBEDMENT
1/4"
114"MAX. MAX. 1/4"MAX 1/4"MAX.
Ito
TYP.ANCHOR 1X OR 2X at TYP.ANCHOR TYPE,EMBEDMENT TYP.ANCHOR TYPE,EMBEDMENT
TYPE WOOD TYP.ANCHOR AND EDGE DISTANCE PER AND EDGE DISTANCE PER
EMBEDMENT BUCKSTRIP, 31 TYPE,EMBEDMENT SUBSTRATE,SEE TABLE A,SHEET,,1 SUBSTRATE,SEE TABLE A,SHEET 1
AND EDGE 27 SEE ANCHOR AND EDGE &NOTE 3,BELOW &NOTE 3,BELOW
DISTANCE PER NOTE 3, DISTANCE PER
SUBSTRATE, SHEET 1 SUBSTRATE,SEE OPT.SCREEN TRACK
SEE TABLE A, TABLE A,SHEET 1 ADDON;SIMILAR FOR HEAD NOTES
SHEET 1& &NOTE 3,BELOW AND JAMB,2-4 TRACKS
1)DETAILS APPLY TO 2,3 AND 4 TRACK
NOTE 3,BELOW s. ULJ .078 2)REFER OTANCHOR NOTES,SHEET 1.
Tr
DAYLIGHT .062 •713 3)SEE SHEETS 12-13 FOR ANCHOR
61 OR 62 OPENING HEIGHT PANEL ~I I`— •713 SILL RISER LOCATION&SPACING,FOR ANCHOR
HEIGHT VARIES WITH QUANTITIES,SEE TABLES 1-3.
REQUIRED 4)FOR DAYLIGHT OPENING(DLO)
FRAME 4.409 POSITIVE FORMULAS,SEE SHEET 2.
70 HEIGHT 3.630
DESIGN
PRESSURE,
SEE SHEETS
EXTERIOR 7-8. PROIIUC f REVISED
a m cmPlyl-s with the Florida
baxFing(Soda
cr SILL RISER SILL RISER A—Vftm No_/G-oL29./O
15 (4-1/2"TOTAL 18 (5-1/4'TOTAL E.Fkg -Hatt os z -r
°Pi T^LL 2s SILL HEIGHT SILL HEIGHT
BOT.RAIL zz ) ) .062
7t —.{ .713f froiaetCMtmi
52 OR 53 124 tl.87'
062 I
GROUT AS 13 .713 —� 713
NEEDED,
062
SEE is 12s 1112 SHOWN 8 2.628
ANCHOR tts a it6 12 #18-16 ALSO APPLY 780 i
NOTE 5, 48 t11 0
SHEET 1 1B
° SILL RISER SILL RISER SILL RISER
5 17 1-5/8"=TOTAL t2 ( t3 2-3/4"TOTAL 14 (3-1/2"TOTAL
SILL HEIGHT 15/8"TOTAL
SILL HEIGHT) SILL HEIGHT) SILL HEIGHT)
EDGE
1/4"MAX. -T _ DISTANCE 1/4"MAX.
EDGE b. 20 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
DISTANCE TYP.ANCHOR TYPE, EMBEDMENT TYP.ANCHOR TYPE,
EMBEDMENT EMBEDMENT AND 2X WOOD EMBEDMENT AND INSTALLATION,VERTICAL X-SECT. � J ROSOWSKI 6 �F
EDGE DISTANCE PER BUCKSTRIP OR EDGE DISTANCE PER < i
CONCRETE/CMU SUBSTRATE,SEE FRAMING,SEE SUBSTRATE,SEE
PER ANCHOR DETAIL F1 TABLE A,SHEET 1& ANCHOR NOTE 3, DETAIL FZ TABLE A,SHEET 1& CERT.OFAUTH.429296 m
REQUIREMENT INTO MASONRY NOTE 3,BELOW SHEET 1 INTO WOOD NOTE 3,BELOW 1070 TECHNOLOGY DRIVE $
N.VENICE,FL 34275
VERTICAL SECTION VERTICAL SECTION (941)-480-160o SGD-780 NTs 40F 18 MD-780.0 A A.LYNNM58705 P.E. !!!
P.E.N MILLER.
I
DETAIL G1 INTERIOR d7 34 48
135°
� 5
INSIDE CORNER 5
qg DETAIL H2
INTERIOR 90°
5
INTERIOR 93 17-1/2" p OUTSIDE CORNER
21 45
MAX.
97
EXTERIOR
,0019"MAX.O.C. a
35 90' 4
21
92 INTERIOR
21
EXTERIOR
90° 37
DETAIL H1 '
90•
EXTERIOR INSIDE CORNER
v 135° EXTERIOR INTERIOR 48
a � �
��Oq 5 EXTERIOR 94
1 � 33 98
8317-1/2" PRODUCE REVISED
MAX.O.C. m(6.ply7R2 M'H►Ike Flan►
I"dI.g Code
Amps-"No 6Z •lO
1 E%rj'd!w 0.1e Z 7
A�7Ir �re+.xQ.rr
135°
INTERIOR
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS.
N °'1 2)SEE SHEETS 14-15 FOR ANCHOR LOCATION&SPACING,FOR ANCHOR
QUANTITIES,SEE TABLES 1-3. '
3)CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR
DEPENDING ON CONFIGURATION.
21 -
DETAIL G2 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
1as CORNER ASTRAGAL HORIZ.X-SECT. m J ROS
35 OWSKI
OUTSIDE CORNER
19"MAX.O.C.100 es ® d8 %_.•
EXTERIOR 38 CERT.OF AUTIi.#29298
�j 5 1070 TECHNOLOGY DRIVE
92 N.VENICE,FL 34275
(941)-480-1600 SGD-780 NTS Ill 5OF 18 j MD-780.0 �9,� A A LYNNMILLER,P.E.
P.E.I!68705
OPTIONAL NON-
STRUCTURAL
ANCHORS FOR DETAIL 11 EDGE CONCRETE/CMU
IN 4 INTO MASONRY TYP.ANCHOR TYPE,EMBEDMENT DISTANCE PER ANCHOR
POCKET JAMB INTERIOR AND EDGE DISTANCE PER REQUIREMENT
EXTERIOR SUBSTRATE,SEE TABLE A,
a SHEET 1&NOTE 3,BELOW EMBEDMENT
82 a"
INTERIOR POCKETS MUST 31 f
INCLUDE A NON-STRUCTURAL, 1'
go e
FRAME JAMB TO PREVENT 1/4"MAX. SEE NOTE 4,BELOW EMBEDMENT �> b:...`, EDGE DISTANCE
WATER INFILTRATION. EXTERIOR
."... , . EDGE p
POCKET BY OTHERS,SEE " L'NIB�DMENT:.!
NOTE 6 BELOW. DISTANCE 1/4"MAX. 8o SEE NOTE 4,BELOW
TYP.ANCHOR TYPE, —�
EMBEDMENT AND EDGE ExTEaIOa
DISTANCE PER SUBSTRATE, EMBEDMENT DETAIL SEE TABLE A,SHEET 1& EXTERIOR
INTO MASONRY
NOTE 3,BELOW V CONCRETE/CMU EDGE PER ANCHOR EXTERIOR POCKET
DISTANCE —� REQUIREMENT
INTERIOR POCKET
METAL TYP.,SEE ANCHOR NOTE EDGE TYP.ANCHOR TYPE,
4,SHEET 1;ANCHOR LENGTH TO DISTANCE EMBEDMENT AND EDGE
BE A MIN.OF 3 THREADS BEYOND 2X WOOD BUCKSTRIP OR DISTANCE PER
THE METAL SUBSTRATE FRAMING,SEE ANCHOR SUBSTRATE,SEE TABLE A,
SHEET 1&NOTE 3,BELOW
NOTE 3,SHEET 1 Q PROUucr REviseD
fd MOP4ing with the Florid&
DETAIL 13 EMBEDMENT EMBEDMENT Buufia�(i do
Aret•PI•a No G/ b �IO
INTO METAL E�pk dw ate o9/Orel j
EMBEDMENT EDGE DISTANCE L
EDGE DISTANCE Adr ndatC�l
EDGE eo EE NOTE 4,BELOW
DISTANCE 1/4"
MAX.
EMBEDMENT 38
DETAIL 14 2�r
EXiER OR
1/4"MAX 80 SEE NOTE 4,BELOW INT02XWOOD V
TYP.ANCHOR TYPE,
EMBEDMENT AND EDGE 7EXTERIOR
DISTANCE PER SUBSTRATE, EXTERIOR POCKET " ':`.''... ..• .
SEE TABLE A,SHEET 1 8
NOTE 3,BELOW EXTERIOR POCKET
4 ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
NOTES
1)DETAILS APPLY TO 2,3 AND 4 TRACK CONFIGURATIONS. P-HOOK EXAMPLES,HORIZ.X-SECT. j m J ROSOWSKI
2)REFER TO ANCHOR NOTES,SHEET 1.
3)SEE SHEET 15 FOR ANCHOR LOCATION&SPACING.
4)#10 X 3/4"SMS Q MAX.5-1/2"FROM ENDS&12"MAX.O.C. CERT.0P AUTH.A29296
O m8
5)INTERIOR OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVEa
6)POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY N.VENICE,FL 34275
OTHERS AND REVIEWED BY THE AUTHORITY HAVING JURISDICTION. (941)-480-1600 SGD-780III NTS 6 OF 18 J MD-780.0 $ A A.LYNN MILLER,P.E.
P.E.q 58705
TABLE 1: ANCHORAGE TYPE PER SUBSTRATE TABLE NOTES:
Design Pressure(DP)and Anchor Quantities Required,(for all approved connguratiorrs on sheet 2) REQUIRED TO ACHIEVE THE DESIGN
For comer astragal anchorage on 90•&135•comer units,see sheets 14&15 PRESSURE,USING THE ANCHOR 1)IF WATER INFILTRATION
Table applies to Door Unit Height QUANTIES LISTED BELOW.SEE RESISTANCE IS REQUIRED,THE
Glass Types 5,6,9&10 containing Bc 84' 96" 108' 120" TABLE A,SHEET 1 FOR COMPLETE LESSER VALUES OF EITHER
ANN-HS SG Laminated Glazing. 77.3/4"Panel Height" Tl V4'Penal Height" 93-3/4"Panel Height" 105-V4'Panel Height" 117-3/4'Paml Height" ANCHOR LIMITATIONS. TABLE 1 OR 2 AND TABLE C1
Reinforcement(pert#29)is not Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group VTHE MAXIMUM DP AT THESE ANCHOR DETERMINES THE WATER
LIMITED(+)DP.
required In the Exterior Interlock. A I B I C D A B C D A B C D A I B C D A B C D QUANTITIES.ADDITIONALLY,THE
Design Pressure +60/-80psf +80/-80psf +80/-80 psf +60/-Tops, +60/-70psf MAXIMUM POSITIVE DP DUE TO THE SILL 2)THE 1-5/8"SILL RISER,#12,MAY
28-1/8• Head/Sill C4+1 C4+1 C4+1 C4+1 CA*1 C4+7 C4+1 C4+1 C4+t C6+1 C4+1 CA+1 C4+1 C4+1 C4+1 Ca+1 G1+1 C8+1 C4+1 Cq+1 HEIGHT MUST ALSO BE CONSIDERED,
36" DLO SEE TABLE C1,THIS SHEET. ONLY BE USED WHERE WATER
Width Jamb 6 6 e s 8 8 8 8 8 8 6 8 8 8 8 8 10 10 10 10 INFILTRATION RESISTANCE IS
P-hook 4+4 4+4 4+4 4+4 4+a 4+a a+4 4+a 4+a 4+a 4+a a+a 5+5 s+s 5+5 5+5 5+5 5+5 6+5 5+5 TOTAL#OF ANCHORS CLUSTERED NOT REQUIRED OR OVERHANG IS
Design Pressure +80/-6Opsf +60/-80psf +60/-W psf +60/-70psf +60/-70 psf THROUGH THE HEAD&SILL AT EACH PER FIG 1.IF SO,+DP'S SHOWN IN
34-1/8' Head/Sill C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C4+2 C4+1 C4+1 C4+2 C8+2 C4+1 C4+1 C8+1 CB+2 C4*1 C4N CB+1 CB+2 C4+1 PANEL MEETING POINT.(EX:FOR C4+1, TABLES 1 OR 2 MAY BE USED.
42' DLO s e 6 e 8 8 8 6 8 8 8 10 a 8 8 10 10 10 10 t0 4 ANCHORS REQUIRED AT PANEL
Width Jamb R 3H AN AND POI
NT
MEETING OT A 1 CO
v P-hook 4+q 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+5 5+5 5+5 5+5 5+5 5+5 5+5 )SEE SILL RISER TYPES ON
Design Pressure +80/-BOPsf +80/-BOpsf +80/-Wpsf +60/-70psf +60/-Tops! REQUIRED ATMIDSPANOFPANEL). SHEET 4.
-9 40.1/8' Head/Sill C4*1 C4+2 C4+2 C4+2 C4+1 C4+2 C4+2 C4+2 C4+1 CB+2 C6+2 CA+2 C4+1 C6+2 C6+2 C4+2 CA+1 C6+2 C6+2 C6+2 TOTAL#OF ANCHORS
a 48' DLO Jamb 8 e s 8 8 8 B r e a 8 8 10 e e 8 10 10 10 10 12 THROUGH THE JAMB, 4)DETAILS APPLY TO 2,3 AND 4
Width TRACK CONFIGURATIONS.
P-hook 4+4 4+q 4+4 4+q 4+4 4+q 4+4 4+4 4*4 4+4 4+4 4+4 5+5 5*5 5+5 5+5 5+5 5+5 5+5 5+5 THE#OF ANCHORS THROUGH THE
Design Pressure +80/-80 psf +80/-80 psf +80/-80 psf P-HOOK INSTALLED FROM THE 5)REFER TO ANCHOR NOTES,
46-1/8' Head/Sill C4+2 C4+2 C4+2 C4+2 C4+2 C4+2 Cs+2 Ca+2 Cq+2 C6+2 Ce+2 C4+2 INTERIOR+THE#OF ANCHORS SHEET 1.
54" DLO 6 e e 8 e 8 8 8 8 8 8 100 INSTALLED FROM THE EXTERIOR.
Width Jamb
P-hook 4+4 4+4 4+4 4+4 4+q 4+4 4+4 4+a a+4 4+4 4+4 4+4 6)SEE SHEETS 12-15 FOR
Not available in these sizes
Design Prossura +e0/a0 psf +60/-Bops! +76.2/-76.2 psf' USED IN EXAMPLE 2,SHEET 10 ANCHOR LOCATION&SPACING
52-1/8' Head/Sill C4+2 CA+3 C4+3 Ca+2 CA+2 C8+3 C6+3 C4+2 C4+2 C8+3 C8+3 C8+2
60" DLO 6 6 6 8 8 8 8 10 8 8 8 12
Width Jamb
P-hook 4+4 1 4+4 1 4+4 1 4+4 4+4 4+4 14+4 4+q 4+4 4+4 1 4+4 4+4
"+/-80.0 PSF FOR GLASS TYPES 6,9&10. "SEE FORMULAS BELOW
TABLE 2: TABLE Cl: FIG 1-
Design Pressure(DP)and Anchor Quantities Required, Water-Limited --7-- PROuuc r REVISED
(for all approved configurations on Sheet 2) (+)Deslgn Pre�ure OH LENGTH n+aaentying wHY the florid
For comer astragal anchorage an 90'&135'comer units,see sheets 14&15 B.Vi. bed.
nrnyt:.reNa 6-0 z •/U
Door Unit Height Sill Total Sin Max.(+)DP 1- E.Pira V.Ie 11
Table applies to Glass Types 1-4, Riser Height Allowed C
containg ANN-HS PVB s0• 96" C
Laminated Glazing. 773/4'Panel Height" 933/4"Panel Height" 12 1-5/8" See Note 2
Reinforcement(pad#29)Is riot Anchor Group Anchor Group 13 2-3/4" +50.0 psf =
required in the Exterior Interlock. A B G D A I B I C 1 D 14 3-1/2" +73.3 psf O
Design Pressure +55/-65psf +65/E5psf 15 4-1/2" +80.0 psf
28-118' Head/Sill C4+1 C4+1 I CA+1 C4+1 C4+1 I C4+1 04+1 C4+1
3V DLO Jamb 6 6 6 6 a e B e 16 5-1/4" +80.0 psf DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG
Width OH LENGTH IS EQUAL TO OR GREATER THAN THE
1 P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 ( )
3 Design Pressure +65/-65psf +ss/65ps1 OVERHANG HEIGHT IS EXEMPTED FROM WATER
c 34-1/8• Head SIII C4+1 C4+1 C4+1 C4+t C4+1 C4+1 C4+1 C4+1 INFILTRATION RESISTANCE.
a 42' DLO 6 1 6 6 6 8 8 8 8
Width Jamb
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 .,r
Wi
E Design Pressure +65/-05psf +65/-65psf
z 40.1/8" Head/SIII C4+1 I C4+2 C4+2 C4+2 C4+7 C4+2 C4+2 C4+2
48• DLO Jamb 6 6 6 e 8 8 8 e ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
Width
P-hook a+a 1 a+a 4+4 a+a a+a 1 a+a 1 a+a a+a DP&ANCHOR QUANTITY TABLE it- J ROSOWSKI 6
"SEE FORMULAS BELOW. '
DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF AUTH.#29296
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" 1070 TECHNOLOGY DRIVE
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" N.VENICE,FL 34275
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25" (941)480-1600 SGD-780 NTS 7 OF 18 MD-780.0 A A A.LYNN MILLER,P.E.
P.E.#58705
TABLE 3: ANCHORAGE TYPE PER SUBSTRATE
Design Pressure(DP)and Anchor Quantities Required,(for all approved configurations on Sheet 2) REQUIRED TO ACHIEVE THE DESIGN
For comer astragal anchorage on 901 S 135'comer units,see sheets 14 s 16 PRESSURE,USING THE ANCHOR
QUANTIES LISTED BELOW.SEE
Table applies to Door Unit Height TABLE A,SHEET 1 FOR COMPLETE
Glass Types 7,8,11 8 12 containing 80" IA. 96' log. 120" 132" 144" ANCHOR LIMITATIONS.
HS-HS SG laminated glazing. 773/4'Pens'H Ipghl— 81-3/4"Panel Height'.
e g t" 93.3/4"Panel Height' 1053/4"Panel Height' 117-3/4"Panel Height" 1293/4"Panel Height' 141-3/4'Panel Height"
Ralnlorcement(pad 929)Is required Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group Anchor Group THE MAXIMUM DP AT THESE ANCHOR
In the Exterior Interlock. A B C D A I B C D A B CI D A I B IC D A I B JC D A I B I C I DA B C D QUANTITIES.ADDITIONALLY,THE
Design Pressure +105/-115 psI +105/-115 psI +105/-115 psf +105/-115 psi +105/-115 psf +104/-104 psf +92.7/-94 ps! MAXIMUM POSITIVE DP DUE TO THE SILL
22-118" HeadBlll C4+1 1 C4+1 C4+1 I C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C6+1 C6+1 C4+1 C4+1 C6+1 Cs+1 C6+1 C4+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 C6+1 CS+1 06+1 C6+1 HEIGHT MUST ALSO BE CONSIDERED,
30' DLO Jamb 6 6 6 8 8 8 8 8 8 B 8 10 8 8 8 12 10 10 10 12 10 10 10 12 12 12 12 12 SEE TABLE C2,THIS SHEET.
Width
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+q 4+4 4+q 4+4 4+4 5+6 5+5 5+5 5+5 5+5 5+5 5+5 5+6 6+6 6+6 s+6 6+6 s+6 6+6 6+6 6+6 TOTAL#OF ANCHORS CLUSTERED
Design Pressure +105/-115ps! +105/-115psf +105/-116ps1 +105/-115psf +105/-115ps! I +101.6/-111.2ps! +77.9/-853psf THROUGH THE HEAD&SILL AT EACH
28-1/6' Head/SIII C4+1 C6+2 cs+2 C4+1 C4+1 C6+2 C6+2 C4+1 C4+1 C6+2 C6+2 C6+1 CA+1 C6+2 C8+2 Cs+t C6+1 Ce+2 C8+2 C6+1 C6+1 C8+2 C8+2 C8+1 C6+1 C8+1 C8+1 Cs+t PANEL MEETING POINT.(EX:FOR C6+1,
36° DLO Jamb 6 6 8 10 8 B B 10 8 8 70 12 8 8 10 14 10 10 12 14 10 10 12 16 12 12 12 14 6 ANCHORS REQUIRED AT PANEL
Width MEETING POINT AND 1 ANCHOR
P-hook 41 4+4 41% 41 1 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 5+5 5+6 5+5 5+5 6+5 6+6 5+5 5+5 6+6 6+6 6+s 6+6 6+6 6+6 6+6 6+6 REQUIRED AT MIDSPAN OF PANEL).
Design Pressure +1051.115psf +105/-115psI +105/-115psf +fO5/-115ps1 +105/-115ps1 +88/-96.4psf +67.3/-73.8psf TOTAL#OF ANCHORS
34-1/8" Head/Sill C4+2 C6+2 C6+2 C4+2 C4+2 C6+2 C6+2 C6+2 C4+2 C6+2 CS+2 C6+2 C6+2 C8+2 C8+2 C6+2 C6+2 C8+2 C8+2 C8+2 C6+1 C8+2 C8+2 C8+2 C6+1 C6+2 C8+2 C6+1
THROUGH THE JAMB.
42' DLO Jamb 6 6 8 10 8 B 8 10 8 8 10 12 8 8 12 14 10 10 12 16 10 10 12 16 12 12 12 14
Width THE#OF ANCHORS THROUGH THE
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 1 4+4 1 4+4 1 4+4 5+6 1 5+5 1 5+5 1 5+5 6+5 5+5 6+5 5+5 6+6 6+6 6+6 6+6 6+6 1 6+6 1 6+6 1 6+6 P-HOOK INSTALLED FROM THE
Design Pressure +105/-115psf +105/-115 sl +105/-115psf +105/-115psf +105/-115psf +78/-85.4psf +59.61-65.2ps/ INTERIOR+THE#OF ANCHORS
40-118" Head/S61 C4+2 I C6+3 C6+3 I C6+2 C4+2 C6+3 C6+ C6+2 C6+2 C8+3 C8+3 CB+2 C6+2 C8+3 C8+3 C8+2 C6+2 C10+ CIO+ C8+2 C6+2 Ce+2 C8+2 C6+2 C6+1 C6+2 C8+2 C6+2 INSTALLED FROM THE EXTERIOR.
48° DLO Jamb s 6 8 12 8 8 10 12 8 8 10 14 8 8 12 16 10 10 14 18 10 10 12 16 12 12 12 14
Width
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+ 4+4 4+4 4+4 4+4 5+5 5+6 6+5 5+5 5+5 6+5 5+5 5+5 6+6 6+8 6t6 6+6 6+6 6+6 6+6 6+6 6+6 USED IN EXAMPLE 1,SHEET 9
Design Pressure +105/-115ps1 +105/-115psf +105/-115psf +105/-115psf +94.8/-103.8psf 4DLO Flead/S61 C4+2 06+3 C6+3 C6+3 C4+2 C6+3 C6+3 C6+3 C6+2 C8+3 C2S+3 C6+3 C6+2 C8+3 CIO+ C8+3 06+2 C10+ CIO+ C8+3
Width
54" DLO Jamb 6 s 10 12 8 8 10 12 8 8 12 14 8 8 14 18 10 1 10 1 14 1 18
P-hook 4+4 4+4 4+4 4+4 4+4 1 4+4 1 4+4 4+4 4+4 1 4+4 1 4+4 1 5+5 5+5 1 5+5 1 5+5 16+6 5+5 1 5+5 1 5+5 1 6+6 Not available in these sizes
Design Pressure +105/-115psf +105/-115psf +105/-115ps I +103.4/-113.2psf +86.7/-95ps1
52-1/8 Head/Sill C4+3 C6+4 C6+4 C6+3 C4+3 CS+4 CB+4 C6+3 C6+3 CB+4 t'2a+4 CB+3 Cfi+3 C10+ C10+ C8+3 C6+2 C10+ C70+ C8+3
VRODUC f REVISED
60" DLO Jamb 6 6 10 12 8 8 10 14 B B 12 16 8 8 14 16 10 10 14 18
u coRlgl'M¢wttY the Fld�od
Width Indint CA&
P-hook 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 4+4 1 4+4 4+4 1 5+6 5+5 1 5+5 1 6+5 1 6+6 1 6+5 1 5+6 1 5+5 1 6+6 AMIW--N.14-0 62�9.10
EapitatYa DmIe G
—SEE FORMULAS BELOW TABLE NOTES: �,
TABLE C2: ► I��o', ���`,`
Water-Limited �LENGTH
1)IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUE OF TABLE 3 AND TABLE C2 DETERMINES THE WATER � tc"�a1
(+)Design Pressure LIMITED(+)DP.
Sill Total Sill Max.(+)'DP 2)THE 1-5/8"SILL RISER,#12,MAY ONLY BE USED WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS
Riser Height Allowed PER FIG 1.IF SO,+DP'S SHOWN IN TABLE 3 MAY BE USED.
12 1518" See Nate 2 X 3)SEE SILL RISER TYPES ON SHEET 4.
13 23W +50.0 psf W
14 3-1/2" +73.3 psf = 4)DETAILS APPLY TO 2.3 AND 4 TRACK CONFIGURATIONS.
15 4-1/2' +100.0 psf O
5)REFER TO ANCHOR NOTES,SHEET 1.
18 51/4" +105.0 psf (..
DOOR ASSEMBLIES INSTALLED WHERE THE OVERHANG 6)SEE SHEETS 12-15 FOR ANCHOR LOCATION&SPACING
(OH)LENGTH IS EQUAL TO OR GREATER THAN THE ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 =
OVERHANG HEIGHT IS EXEMPTED FROM WATER
INFILTRATION RESISTANCE. DP&ANCHOR QUANTITY TABLE 1m' J ROSOWSKI 6
DLO WIDTH=NOM.PANEL WIDTH-7.875" CERT.OF AUTH.#29296
DLO HEIGHT(STD.BOT.RAIL,#22)=DOOR UNIT HEIGHT-13.47" 1070 TECHNOLOGY DRIVE
DLO HEIGHT(TALL BOT.RAIL,#23)=DOOR UNIT HEIGHT-17.29" N.VENICE,FL 34275
PANEL HEIGHT=DOOR UNIT HEIGHT-2.25' (941)-480-1600 SGD-780 NTS 8 OF 18 MD-780.0 A A.LYNN MILLER,P.E.
P.E.#68725
EXAMPLE 1: HEADISILL MAY Q
3-PANEL,3 TRACK,STRAIGHT CONFIGURATION-PXXX, FOR STABILITY OR TO ALIGN A BE SPLICED AS INTERIOR CENTERLINE CENTERLINE SEE FIGURE BELOW FOR ADDITIONAL
INTERIOR MOUNT POCKET, SPLICED HEAD/SILL,EXTRA ANCHORS NEEDED. OF INTERLOCK �OF INTERLOCK ANCHOR INFORMATION.
48"X 84"NOM.PANELS,LAMINATED,IG GLAZING, MAY BE ADDED IN THE POCKET 6- CENTERLINE CENTERUNE CENTERUNE
ANCHOR GROUP 3 IN WOOD SUBSTRATE, MAX. OF PANEL 1 OF PANEL 2 A OF PANEL 3
PROJECT DESIGN PRESSURE REQUIRED:+98.21-108.6 PSF o o
11•MAX. o
'+3' •+3'ANCHORAGE, 24"MAX. 6-
ANCHORAGE, SHEET 12 '+3•ANCHORAGE, MAX. I-F
SHEET 12 ,C6,CLUSTER, EXTERIOR SHEET 12
14-6116"MAX. 'C6•CLUSTER
SHEET I3 SHEET I3 END ANCHORAGE
FRAME JAMB SEE POCKET JAMB 15 (MIN.1 ANCHOR)
REQUIRED
INTERIOR POCKETS- INSTALL 6ATION ON HEAD/SILL ANCHORAGE DETAILS
SHEET
'ANCHOR POCKET BY OTHERS,SEE PXXX,3-TRACK END PANEL ANCHOR EXCEPTION:
PAIR NOTE 6.SHEET 6 DISTANCE TO NEXT CLUSTER
TO BE 24"O.C.OR LESS
4ANCHORS Fes}
PERPENDICULAR
TO THE GLASS 4ANCHORS EXTERIOR USER INSTRUCTIONS:
PARALLELTO
THE GLASS p 1)KNOWING THE PRODUCTS REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A
DESIGN PRESSURE THAT MEETS OR EXCEEDS THE REQUIREMENT OF+98.21-108.6 CENTERLINE OF END PANEL
AT A NOM.PANEL SIZE OF 48"X B4".FROM TABLE 3,SHEET 8,THE DESIGN PRESSURE
IS+1051-115 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE REQUIREMENTS. ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR
FOR WOOD INSTALLATION Head/Sill 06+3 CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT
za vz USING ANY ANCHOR IN GROUP Jamb 10 REQUIRED AS PER THE FIGURE ABOVE:
• 6"MIN. C(SEE TABLE A),TABLE 3 SHOWS
ANCHOR REQUIREMENTS OF: P-hook 4+4
24-1I2• PRODUCE REVISED
MAX. as a Plyivy-11b Ilm FI d" I
2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON: b•.N �
tx
HEAD/SILL:SHEET 13 FOR THE"C6"CLUSTER ANCHORS AT INTERLOCK,SHEET 12 FOR THE INTERMEDIATE"+3 ANCHORS N•M-t-1 z4•
LOCATED AT THE CENTERLINE OF ALL 3 PANELS. E.p t•tio•O•te cA/ zl I�
JAMB:5 PAIRS OF ANCHORS=10 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT. SIti�
P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET 15 FOR GENERAL l lr -0-1 1 I
LAYOUT.
5.44"
MIN. 3)INSTALLATION DETAILS INTO WOOD CAN BE FOUND ON:
HEAD/SILL&JAMB:SHEETS 3&4
P-HOOK:SHEET 6
24-112•
MAX. FOR PRODUCT REFERENCES,ALSO SEE:
O.C. A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS OF CROSS-SECTION DRAWINGS.
INTERIOR EXTERIOR B)SHEET 11 FOR SPECIFIC GLAZING TYPES.
C1 C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. :'•' '
D)SHEETS 4&17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E)SHEET 18 FOR A BILL OF MATERIALS.
145t1 s'MAX. 11'MAx. ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
7-11/16'MAX. g
STRAIGHT DOOR EXAMPLE && J ROSOWSKI [�6
P-HOOK JAMB ® �
ANCHORAGE ANCHORAGE CERT.of AUTH.#29296
DETAILS DETAILS 1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941}480 1600 jj�SGD-780 NTS 9 OF 18 $ MD-780.0 A A.LVNN MILLER,P.E.
P.E.q 58705
I
EXAMPLE 2:
USER INSTRUCTIONS:
5-PANEL,2 TRACK, 11'MAX. 1)KNOWING THE PRODUCT REQUIREMENTS,SCAN THROUGH TABLES 1-3 FOR A DESIGN PRESSURE THAT
90°OUTSIDE CORNER-PXX/XXO, MEETS OR EXCEEDS THE REQUIREMENT OF+68.4/-77.1 AT A NOM.PANEL SIZE OF 60"X 84".FROM TABLE 1,
EXTERIOR MOUNT POCKET, SHEET 7,THE DESIGN PRESSURE IS+80/-80 WHICH EXCEEDS THE PROJECT DESIGN PRESSURE
60"X 84"NOM.PANELS,LAMINATED GLAZING REQUIREMENTS.
ANCHOR GROUP 1 IN CONCRETE SUBSTRATE 14-5/16•MAX,
I i I
PROJECT DESIGN PRESSURE REQUIRED:+68.4/-77.1 PSF FOR CONCRETE INSTALLATION Head/Sill C4+2
USING ANY ANCHOR IN GROUP Jamb B
A(SEE TABLE A),TABLE 1 SHOWS
ANCHOR REQUIREMENTS OF: P-hook 4+4
NO FRAME JAMB 4ANCHORS
FOR o PERPENDICULAR "ANCHOR 2)ANCHOR LOCATION DETAILS,(AS SHOWN ON THIS SHEET)CAN BE FOUND ON:
STABILITY, TO THE GLASS
REQUIRED @ PAIR' HEAD/SILL:SHEET 13 FOR THE"C4•CLUSTER ANCHORS LOCATED AT THE ASTRAGAL AND INTERLOCKS,
EXTERIOR
EXTRA 4 ANCHORS SHEET 12 FOR THE INTERMEDIATE"+2 ANCHORS.
ANCHORS POCKETS PARALLELTO
MAY BE THE GLASS If
HEAD/SILL Ca?CORNER:SHEET 14 FOR THE"C4"CLUSTER ANCHORS @ THE 90°CORNER.
5.44• JAMB:4 PAIRS OF ANCHORS=8 TOTAL ANCHORS;REFER TO SHEET 12 FOR GENERAL LAYOUT.
ADDED IN SEE POCKET JAMB MIN.
THE POCKET INSTALLATION 6•MIN• P-HOOK:4 ANCHORS PERPENDICULAR TO GLASS AND 4 ANCHORS PARALLEL TO GLASS;REFER TO SHEET
0 0 L.,'r SHEETS 15 FOR GENERAL LAYOUT.
POCKET BY
OTHERS,SEE I 241/2 3)INSTALLATION DETAILS INTO CONCRETE CAN BE FOUND ON:
6 NOTE 6,SHEET •, 1
EP
6•MAX.TO OPENING ' HEAD/SILL 8 JAMB:SHEETS 3 8 4
EDGE OF POCKET 24-IW P-HOOK:SHEET 6 PRODUOf REVISED
FOR PRODUCT REFERENCES,ALSO SEE: ••roaPl6 with the Florida
Wtling C•sego
24'MAX.O.C. END ANCHORAGE A)SHEET 2 FOR ALLOWABLE CONFIGURATIONS AND EXACT LOCATIONS Ae vmwe No! -O 62 ./V
(MIN.1 ANCHOR) OF CROSS-SECTION DRAWINGS. E•*°ffi••0i1e I"I
'-2'ANCHORAGE,SHEET 12 B)SHEET 11 FOR SPECIFIC GLAZING TYPE.
C)SHEET 16 FOR ALLOWABLE PANEL TYPES AND CALL NAMES. uvirr a.rtc.oa i
CENTERLINE OF PANEL 1 D)SHEETS 4 8 17 FOR EXTRUSION CROSS-SECTION DRAWINGS.
E)SHEET 18 FOR A BILL OF MATERIALS.
24-12'MAX.
za Max.D.C. O.C. END PANEL ANCHOR EXCEPTION:
EXTERIOR INTERIOR DISTANCE TO NEXT CLUSTER
'C4'CLUSTER,SHEET 13 TO BE 24'O.C.OR LESS
rCEIVMRLINEOFIMTERLOCK
1l'MAX. EXTERIOR 1
7-11/16`MAT(.
J,
CENTERLINE OF END PANEL
+2'ANCHORAGE,SHEET 12 P-HOOK JAMB
66" / ANCHORAGE ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY
ANCHORAGE
NOM. CENTERLINE OF PANEL 2 REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR _
PANEL • DETAILS DETAILS CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT
WIDTH SEE FIGURE ABOVE FOR REQUIRED AS PER THE FIGURE ABOVE: ''• .
•C4"CORNER CLUSTER,SHEET 14 ADDITIONAL ANCHOR
�OF TERUNE �OFEASTRAGAL RLINEINFORMATION.
CENTERLINE CENTERLINE CENTERLINE
OFPANEL 3 I OF PANEL 4 OFPANEL 5 FOR FIXED PANEL,REFER TO'O'
• PANEL BRACKET DETAILS,SHEET 3 A.LYNN MILLER,P.E.
• • • • • P.Eq 56705
IX
��--,, • • • • • ALUMINUM SLIDING GLASS DOOR NOA(LM) g 10/05/15
EXTERIO '+2•ANCH0RAGE, •+2•ANCHORAGE, 24-MAX. B' CORNER DOOR EXAMPLE j.- J ROSOWSKI
SHEET 12 SHEET 12 '+2'ANCHORAGE, MAX.
'C4•CLUSTER, "C4'CLUSTER• SHEET'
SHEET 13 SHEET 13 END ANCHORAGE @8
CERT.OF AUTH.#29296
(MIN.1 ANCHOR) w ry
HEAD/SILL ANCHORAGE DETAILS 1070 TECHNOLOGY DRIVE
90°OUTSIDE CORNER,PXX/XXO,2-TRACK N.VENICE,FL 34275
460-1600 SGD-780 MD-780.0 A(941)
7116'NON. 9/19 NOM. 1-1/16'NOM. SILICONE #AN
ELTBUTYL
arts•Ms class STRUCT
3116'NS GLASS III -- 114'NSGLASs CTURAL SILI
.099'PVB DR SG I .WO'PVB OR SG '�p�MSG SOU 1/4'NOM. 3/16'NOM.
3/1cANNGLASS v4.7J_INcuss ar+B•ANN IVTGLASS POTHDE UMEN WITH
7I1C AIR SPACE WITH DESICCANT DESIC
m m 3/16'T GLASS
m e7 EXT.GLASS EXT.GLA
m
Obti OR&I .W NOM. m at� .W NOM.
GLASS GLASS OoR m .66'NOhi
BRE 911E GLASS
B+rE
F h qR a INT-GLASS GLASS
a a m T1.75
1° 10 7, m KODISPACE SUPER
GLASS TYPE 1(WITH PVB) GLASS TYPE 2(WITH PVB) 72 4SG TPS 73 SPACER®NXTTm
GLASS TYPE 3(WITH PVB)
GLASS TYPE 5(WITH SG) GLASS TYPE 6(WITH SG) GLASS TYPE 9(WITH SG) ALUMINUM
REINFORCEMENT
5/16"NOM.
BUM 8
1-1/16'NOM. DESICCANT "ANN"=ANNEALED
3/1C HSAG
7/16'NOM. I'�' 9/16'NOM. FOAM
Irw'P A3116•tLS GLASS 1/4'HS GlA55 "HS"=HEAT STRENGTHENED
EXT.GLASS
3718'ANN .099'SG .090"SG "l"=TEMPERED
31V AIR3/16•*BrTE
1/4•HS GLASS "PVB"=.090"BUTACITE®PVB
114-T e3 INTERLAYER BY KURARAY
sAMERICA,INC.
INT.GLASS "SG"=.090"SENTRYGLAS®
OM. 8-s, M .65'NObLINTERLAYER BY KURARAY
GLASS IJ(TE GLASS
B DURASEAL® AMERICA,INC.
�R SPACER PR0DUCrRBV1sEDpro"
a m,4 r..1aRs Cd.
POLYISO- DESICCANT FILL AREA Ancpuce N--j -- - p
GLASS TYPE 4(WITH PVB) GLASS TYPE 7 GLASS TYPE 8 BUTYLENE 6 pilvN�s D�teL
GLASS TYPE 10(WITH SG) SEAL 5/16"NOM.
SILICONE SEAL PUWa'ILF LNefCwl l•-+F-
ROLL-FORMED
STAINLESS STEEL
AG
Part# Descri Ion Material3I+a H 311s•Ms GLAss Pt EXT.GLASS
�0w— Kommeding 4SG TPS Spacer System
3/16•HS3M6'HS GLASS31WAIRSPACE 73 Quanex Super Spacer nXT with Hot Melt ButylSee this
7/16'AIR $beet for3/19'T 114-IGLASS m 74 Quanex Duraseal Spacer INT.GLASS
Materials
75 Cardinal M.Edge Spacer XL EDGETM7sASS oR m .s LASS' REFERENCE TEST REPORTS:FIl-8717,8988&8970OSPACERLAS G1A55RE BITEsALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15 7,
GLAZING$SPACER DETAILS J ROSOWSKI fT
GLASS TYPE 11 GLASS TYPE 12
ADDED SPACERS-JR ju. c 111 05/15/16
CERT.OF All'iH.#29296
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275 A.LYNN rAILLER.P.E
(941)-480-1600 SGD-780 NTS 11 OF 18 EI MD-780.0 ii #58705
JAMB ANCHOR LAYOUT FOR ALL DOORS: HEAD/SILL "+" INTERMEDIATE ANCHORS LAYOUT FOR ALL DOORS:
PANEL_
rlr rt It, PANEL CENTERLINE 5.06"
PANEL CENTERLINE
CENTERLINE
2.53" 2.53" --
6"DIAG. 6"DIAG. � o
I
EXTERIOR TTRIOR EXTERIOR
`r_✓1 EXTERIOR
24-1/2" 24-1/2" 2-TRACK INTERMEDIATELOCATION
nn EXTERIOR
'-I"ANCHOR LOCATION V 8-TRACK INTERMEDIATE
MAX "ANCHOR MAX. •+1"ANCHOR LOCATION *+2'AANCHO INTERMEDIATE CATION
O.C. PAIR" O.C.
(ALSO USE WHERE'+i'ANCHOR IS REQUIRED)
7}� PANEL
5,44" 5.44" PANEL CENTERLINE
PANEL 4.17" 2.$3"
CENTERLINE CENTERLINE
7-11/16" 7-11116" 4.17" 4.17"
MAX. MAX ° -
2-TRACK FRAME JAMB I 3-TRACK FRAME JAMB
3.31
ANCHOR PAIR ANCHOR PAIR R 2.53"
EXTERIO "
n 1.66"--4 G+— EXTERIOR 257
�J 2-TRACK INTERMEDIATE n EXTERIOR 1.66"
`J 3.31"
"+2'ANCHOR LOCATION 3-TRACK INTERMEDIATE 4-TRACK INTERMEDIATE
'+3•ANCHOR LOCATION "+4'ANCHOR LOCATION
(ALSO USE WHERE'+2'ANCHOR IS REQUIRED) (ALSO USE WHERE'+3'ANCHOR IS REQUIRED)
AV
2.53" 6"DIAG. 2.53" 6"DIAG.
PANEL PANEL
CENTERLINE CENTERLINE 417"
3.31" 2.53"
EXTERIOR L EXTERIOR ° PRODUC f REVISED
24-1/2
24-1/2" " N■
u waplTl■g wKb tke F7°r
. MAX. Acl's tea.
MAX
EXTERIOR 2.53" 4.1 T' ActW■■ct No 2s•/p
O.C. O.C. EXTE�IRIOR 3.31" E.pir■tlrr u■te es417
2-TRACK INTERMEDIATE v 3-TRACK INTERMEDIATE
5.44" 5.44" '+3•ANCHORLOCATI0N '+4"ANCHOR LOCATION - 'Q'h drretQeattvi
FIGURES PERTAIN TO THE FOLLOWING INTERMEDIATE
7-11/16" 7-11/16" PANEL ANCHORLOCATONS:
MAX. MAX. CENTERLINE
2.53" 4.17"
3-TRACK FRAME JAMB 4-TRACK FRAME JAMB
ANCHOR PAIR ANCHOR PAIR
(ALTERNATE ANCHOR LOCATION
EXTERIOR 4" HJambill C8f1) '
FIGURES PERTAINS TO THE FOLLOWING NOTES: 2-TRACK INTERMEDIATE
ANCHOR LOCATIONS: "+4'ANCHOR LOCATION P-ITOOk 4+4
1)ALL DIMENSIONS SHOWN ARE
BASED ON.MINIMUM ALLOWED, ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
UNLESS OTHERWISE NOTED.
NOTES: ANCHOR LAYOUT 4- J ROSOWSKI
2)FOR 3 TRACK JAMBS,ANCHORS 1)ALL DIMENSIONS
El MAYBE INSTALLED EITHER IN THE SHOWN ARE BASED ON ® �
EXT.OR INT.TRACK. MINIMUM ALLOWED. CERT.OFAVTH.#2s2ss '
Head/Sill C4+1 1070 TECHNOLOGY DRIVE
Jamb 8 3)MIN.OF 8 ANCHORS IN JAMB(4 2)SILL SHOWN,HEAD N.VENICE,FL 34275 �
P-hook 4+4 PAIRS). SIMILAR. (941)-480-1600 SGD-780 NTS f 12 OF 18 Jill MD-780.0 k� A A LYNNE.#587MILLER.05 P.E.
P.
FIGURE
N TO
HEAD/SILL CLUSTER ANCHORS LAYOUT FOR STRAIGHT DOORS: OWING INTERL CKfASTE
FOLLOWING LOrA IO STRAGAL
ANCHOR LOCATIONS;
ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR ASTRAGAL OR
INTERLOCK___ SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK— },.SPLICE LOCATION
CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE— IF NEEDED CENTERLINE I IF NEEDED
4" 4" 1 3.31" 4.1T'
2" 2" 1.66" 2"
o Head/Sill C4 1
1 2.53" 0 2.53" o 2.53" C c 2.53"
Jamb 8
P-h—k 4+4
EXTERIOR 4.17" EXTERIOR 4.1T' EXTERIOR 4.17" EXTERIOR 3.31"
2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME 2-TRACK FRAME
(USE WHERE 4 CLUSTER (USE WHERE B CLUSTER 15 (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,'CW) ANCHORS ARE REQUIRED,"C6') ANCHORS ARE REOUIRED,'CB') ANCHORS ARE REQUIRED,'CIO-)
(FOR SPLICE (FOR SPLICE
CONDITION,DO NOT CONDITION,DO NOTOR
ASINTERLCK ASTRAGAL INTERLOCK
ASINTERL INTERLOCK-
ASTRAGAL OR ASTRAGAL INTERLOCK—
USE THIS DETAIL, USE THIS DETAIL,
INTERLOCK INTERLOCK SPLICE LOCATION INTERLOCK SPLICE LOCATION INTERLOCK INTERLOCK SPLICE LOCATION
SEE NOTE 3) SEE NOTE 3)
CENTERLINE CENTERLINE IF NEEDED CENTERLINE IF NEEDED CENTERLINE CENTERLINE IF NEEDED
3.31" I 4" W4.17
3.31" 2.53" 3.31" I 2,53"
00 0 o
2.53" 0 2.53" o3" o
RIOR 4.1T EXTERIOR q'1 " EXTERIOR EXTERIOR 4'17" EXTERIOR 4!4 17"
15 3-TRACK FRAME lu 3-TRACK FRAME lu &TRACK FRAME 15 3-TRACK FRAME 15 3-TRACK FRAME
(USE WHERE d CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER (USE WHERE 10 OR 12 CLUSTER
ANCHORS ARE REQUIRED..G4) ANCHORS ARE REQUIRED,'CV) ANCHORS ARE REQUIRED,'C8') ANCHORS ARE REQUIRED, ANCHORS ANCHORS ARE REQUIRED,'C12')
PRODUC r REVISED
.1 apply wits CA,F1oAd.
(FOR (FOR SPLICE b.�'"jj C°'d.
SPLICE
ASTRAGAL OR ASTRAGAL OR CONDITION W NOT ASTRAGAL OR ASTRAGAL OR CONDITION,DO NOT ASTRAGAL OR CCMW yea No_ O 2 O
INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION INTERLOCK USE THIS DETAIL, INTERLOCK SPLICE LOCATION E Dmlc o o 7
CENTERLINEIF NEEDED CENTERLINE SEE NOTE 3) CENTERLINEIF NEEDED CENTERLINES SEE NOTE 3) CENTERLINE�IF NEEDED ��`
3.31: 4.1T 3.31" 2q^ I 3.31' 3.31,
3.31"
o - o MR2.53"
0 0 2.53" 2.53" 2.53"
EXTERIOR 4.17" EXTERIOR EXTERIOR 41T' EXTERIOR 4.1� EXTERIOR 4.17"
4TRACK FRAME II 4-TRACK FRAME I-I 4-TRACK FRAME fL 4-TRACK FRAME fL 4-TRACK FRAME �•' .'
�J (USE WHERE d CLUSTER v (USE WHERE B CLUSTER �J (USE WHERE a CLUSTER (USE WHERE 10 CLUSTER �/ (USE WHERE 10 OR 12 CLUSTER
ANCHORS ARE REQUIRED,"C4') ANCHORB ARE REQUIRED,'C6') ANCHORS ARE REQUIRED,'C81 ANCHORS ARE REQUIRED,'CIO-) ANCHORS ARE REQUIRED.'C12')
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
NOTES: ANCHOR LAYOUT b J ROSOWSKI 'I~�
1)ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED.
2)SILL SHOWN,HEAD SIMILAR. CERT.OF AUTH.#29296
3)IF A SPLICE IS NOT SHOWN AT A GIVEN CLUSTER QUANTITY, N.V TECHNOLOGY DRIVE
USE THE NEXT HIGHER CLUSTER QUANTITY. ( EN ICE,FL 34275
941)480-1600 SGD-780 NTS 13 OF 18 fig$ MD-780.0 A A LYNN MILLER P.E.
P.E.p 687D505
FIGURES PERTAIN TO THE
HEAD/SILL 900 CORNER CLUSTER ANCHORS LAYOUT: FOLLOW G90'CORNER
1 ANCHOR LOCATIONS:
2.53"
2.53" 4.17'
2.53"
2.53" 4.17"
5.11"
4" 4" Head/SillM4,
Jamb4.17" P hods
4" 3.31" EXTERIOR 3.31" EXTERIOR 4" 3.31" EXTEERLIIOR 3.31' EXT�ETR'nR
90'CORNER,2-TRACK 90'CORNER,2-TRACK ID 90'CORNER,2-TRACK I/ 90'CORNER,2-TRACK v
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,'C4" ANCHORS ARE REQUIRED,'9T) ANCHORS ARE REQUIRED,"C8') ANCHORS ARE RE�QUIR1ED.-C10'
2.53" 2.53" 4.1T' PRODucrREVTSER
2.53" 4.1 T' Brix C. whh the FlorNA
AcatPl�rc
Ea/htWa W1e e2 �l
4"
2.53" 1
lsti� �4
4.17"
4" 3.31"
4" 3.31" EXTERIOR 3.31 EXTERIOR EXT�E
R
IOR EXTERIOR
90'CORNER,3-TRACK 90'CORNER,3-TRACK 90'CORNER,3-TRACK 90'CORNER.3-TRACK(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'MD ANCHORS ARE REQUIRED,'98' ANCHORS ARE REQUIRED.-C10'
2.53" NOTES: ;
2.53" 4•1T 2.53" 1)ALL DIMENSIONS SHOWN ARE BASED ON
5.06" MINIMUM ALLOWED. -
3.31" 2)DETAILS DEPICT ANCHOR QUANTITY AND
3.31" SPACING,AND WOULD BE SIMILAR FOR INSIDE
AND OUTSIDE CORNER CONFIGURATIONS.
3)SILL SHOWN,HEAD SIMILAR. A.LYNN MILLER,P.E
P,E.B 58705
4W3.31" ERIOR 4" 4'
�T'Iy EXTERIOR 417' EXTERIOR ALUMINUM SLIDING GLASS DOOR NOA(LM)11 10/05/15
90'CORNER.4-TRACK 90'CORNER,4-TRACK 90'CORNER,4-TRACK ANCHOR LAYOUT m'' J ROSOWSKI
(USE WHERE 4 OR CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,'W) ANCHORS ARE REQUIRED,'CM ANCHORS ARE REQUIRED,'CIO-) RE
CERT.OF AUTH.#29296
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)480-1600 SGD-780 NTS 111 14 OF 18 i MD-780.0 �� A
P-HOOK ANCHORS LAYOUT HEAD/SILL 1350 CORNER CLUSTER ANCHORS LAYOUT:
FOR ALL DOORS:
kx 4.1T
4.17" +
11" 2.53' +
MAX. 4„ 4.17" 4"
4.1 T'
EXTERIOR
41 1�1 EXTERIOR 2.53" 4" EXTERIOR EXTERIOR
145/16",MAX. 3.31.53" 4" 11 3.31" � 3.31"
n " ID
3 " V 3.31
135'CORNER,2-TRACK 135'CORNER,2-TRACK 135'CORNER,2 TRACK 135'CORNER,2-71RACK
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'CB' ANCHORS ARE REQUIRED.'M ANCHORS ARE REQUIRED,'C1 O•)
4"
VIP" ` 2.53" 2.53
4.17"
4" 4.17" +
4.17"
-_ • PRODUCfREVISW-
EXTERIOR Tuiaed�inF�•MYth.Fl."
EXTERIOR EXTERIOR A"t~N. -OL2 ./o
I Earin�le�Ole OTr aZ//
2.53" 3.31" 4"
24-1/2' 1" 3.3
3.3 Il�t-~ nt�eECaalal
MAX.
135°CORNER,3-TRACK 135°CORNER,3-TRACK 135'CORNER,3-TRACK
24-1/2" (USE WHERE 4 OR 6 CLUSTER (USE WHERE 8 CLUSTER (USE WHERE 10 CLUSTER
MAX ANCHORS ARE REQUIRED,"11) ANCHORS ARE REQUIREO,"CB-) ANCHORS ARE REQUIRED,'C1O'
1 � 4.17"
J� e� imr-
MAX. 4„ 2.53" 44.13" " 4.1T'
MAX. R EXTERIOR EXTERIOR
5.09" 2.53" 3.31" V 3.31"
135'CORNER,4-TRACK 135°CORNER,4-TRACK 135'CORNER, -TRACK -
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 8 CLUSTER (USE WHERE 10 CLUSTER
NOTES: ANCHORS ARE REQUIRED,•C4' ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED, C1(r)
1)SEE TABLES 1-3 FOR EXACT QUANTITY FlGURES PERTAIN TO THE ;
OF ANCHORS REQUIRED IN THE P-HOOK FOLLOW NG 13SCORNER
K.
ANCHOR 135-CORN
A.LYNN MILLER,P.E.
FIGURE PERTAINS TO THE FOLLOWING POCKET JAMB NOT P.E.a sales
ES:
HOOK)ANCHOR LOCATIONS: 1)ALL DIMENSIONS SHOWN ARE BASED
--- ON MINIMUM ALLOWED. $� ALUMINUM SLIDING GLASS DOOR NOA(LM) 1 10/05/15
2)DETAILS DEPICT ANCHOR QUANTITY ANCHOR LAYOUT lt- J ROSOWSKI
�o a AND SPACING,AND WOULD BE SIMILAR '
FOR INSIDE AND OUTSIDE CORNER ® a
CONFIGURATIONS. CERT.OF AUTH.#29296 C
C4+1 Head/Sill C 1
Head/Sill
1070 TECHNOLOGY DRIVE
Jamb 8 Palmaabk 484 3)SILL SHOWN,HEAD SIMILAR. N.VENICIE,FL 34275 4
P-hodc 5 (941)480-1600 SGD-780 NTS 15 OF 18 g MD-780.0 �$FA
INSIDE 90' OUTSIDE 90' INSIDE 90' OUTSIDE 90' OUTSIDE 135• It51DE 135°
ASTRAGAL ASTRAGAL ASTRAGAL OUTSIDE901 ASTRAGAL CORNER CORNER OUTSIDE13F INSIDE135' ASTRAGAL ASTRAGAL
SINGLE SINGLE DOUBLE FIXED LOCKSTILE ASTRAGAL BOXIN ASTRAGAL BOX OUT RECEIVER ASTRAGAL RECEIVER LOCKSTILE LOCKSTILE ASTRAGAL ASTRAGAL RECEIVER RECEIVER
PANEL INTERLOCK INTERLOCK INTERLOCK STILE W/14ANDLE BOX IN W/HANDLE BOX OUT WI HANDLE W/HANDLE RECEIVER W/HANDLE WI HANDLE W/HANDLE RECEIVER RECEIVER WI HANDLE W/HANDLE
TYPES OUT --Ise �� �� -- - 4>
SINGLE INTERLOCK E F PP K L L TA TC TR TQ TV TW
OUT (earx7 (a=am
SINGLE INTERLOCK B P A C C SA Sc IC SQ SV SW
IN (eaxw) (Boxan)
DE
INTERLOCK I YR GR
FIX
ED
RR R Y S S FD FC FV FW
(earw� (earolrt)
,LE
WIHANDLE D M G J W J W
WI HAN '� '
TRA
A BOX IN
I �Iw, U PANEL NOTES:
ASTRAGAL
LEFT 4INTERIOR RIGHT 1.SEE DP/ANCHOR TABLES 1-3,SHEETS 7.8 FOR PANEL SIZES 8 DESIGN PRESSURE.
PANEL PANEL
BOX IN
W/HANDLE EXTERIOR
rw STILE STILE 2.PANEL TYPES NOT SHOWN ARE NOT REQUIRED FOR ANY CONFIGURATIONS AND
ARE NOT AVAILABLE.
ASTRAGAL
BOX OUT T n� APPLICABLE STILE/ASTRAGAL REQUIREMENTS.PANEL"E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND
ASTRAGAL 3.MAXIMUM NOMINAL PANEL WIDTH FOR ALL PANEL CONFIGURATIONS IS 60".
BOX OUT LR WR
W)HANDLE ("o" wpm
INS-90
NS.90°ASTRAGAL A T AS DF _
SILICONE
RECEIVER BY OTHERS PRODUC t REvisM
WI HANDLE
OUTSIDE 90° •1 5/18" �/nPt�Rg.-fib tYe Flndy
ASTRAGAL CF E.Wx1jAmiposre NoJ(—C( 1
RECEIVER WASHER 84 #8 X 1"PH SMS, Est 0.te�ai;_j v.1
Ui.90•ASTRAGAL 3-TRACK SHOWN; '—''f���
RECEIVER CT CS USE 2 SCREWS 1S(aM,. e•=+c�r.r
Wl HANDLE /� FOR 2-TRACK
INS 90°CORNE RT CI FRAMES a
LOCKSTILE 4 SCREWS FOR
Wl HANDS 4-TRACK FRAMES
OUT.90°CORNER /�T Q/� 50 5/15"X 2"
LOCKSTILE !`yC) J LAGBOLT
WI HANDLE
OUTSIDE135• PANEL CORNER DETAIL FRAME CORNER DETAIL
ASTRAGAL VF SHOWN WITHOUT STILE COVER 3-TRACK FRAME SHOWN
RECEIVER
7L;
INSIDEGAL WF
ASTRAGAL
RECEIVER
OUT4A .
VS ALUMINUM SLIDING GLASS DOOR NOA(LM) 10105/16
VT PANEL TYPES & J ROSOWSKI �• g b
INSIDE .I =WS ,
VV I
CERT.OF AUTH.#29296 _
1070 TECHNOLOGY DRIVE
N.VENICE,FL 34275
(941)-480-1600 SGD-780 NTS 16 OF 18 € MD-780.0 A A.LY.F MILLER,P.E.
P._4 58705
I
84
4.741 �- 5.186 r 9.000 1 1 r- 1.084 1.084 506 '239 r .3D6 045
1.084 1L
.100 -r
2.000 .074 1.938 1.938
.074 .040 .717
T 090 090 .090 3o INTERLOCK TRIM COVER 31 FRAME SCREW COVER
21 PANEL STILE 22 TOPBOTTOMRAIL-41/2" 23 TALL BOTTOM RAIL-9" 6.085
8.615 7.443 1.793 f��,
� 13 F •293
1.947 r- 2.380 r 2.360 1.938 I+- 1� 11.144 . 25 �f .847
1.081 L� .241
2.324 .101 2.702 .101 1.172 .075
y tO2-TRACK JAMB 37 CORNER BACKER PLATE 20 SILL MOUNTING STRIP
075 L
STILE INTERLOCK DOUBLE INTERLOCK SNAP RAIL O2 2-TRACK JAMB W/SCREEN i t� 1.045t 1.019
24 ADAPTER 25 26 ADAPTER 27 .050
ADAPTER' ADAPTER O3 3-TRACK JAMB
2.781 1.993 •0621.872 062 1.342
1 � -{-►{ 1.300 --'- '
125 420 LI 4 4-TRACK JAMB 1.616
fL 125 1.801 •09� 1.845 O 06 SCREEN SCREEN SCREEN
.563 .374 � - .090 2 723 7 1 TOP/BOTTOM 102 STILE 103 ASTRAGAL
-4 2.442 (� 2.836 i 425
1.793 3.063 EXT SILL COVER
26 BAASTRAGAL CKER PLATE z9 INTERLOCK REINFORCEMENT O P-HOOK as "O"PANEL BRACKET _ 094 2.835 17 W/SCREEN 2.026 1.423 ►i 1.872
094 2.424
140 7.205 1.521 125 .062
90*CORNER CORNER- 33 LOCKASTRAGAL ORECEIVERA TRAGAL 696 4.966
1.000 � 104 SCREEN INTERLOCK
1.455 - � .045 .307 .125
�- 11 144 �I 39 P-HOOK MOUNT 307 -�j 1.665I�- 18 INT-EXT SILL COVER ►RODUCraEVISW
1t 4-TRACK SINGLE HEAD .110 5.500 L3359 2471 I .125 32 ASTRAGAL
YT9 y� x "ki�ieF7eAd�
. 41
090 090 045 J69.3 1.518 E.PisW.Are
1.405 1.495 2.099 062 1 __-,m rtCevhot��
926 35 LOCK ASTRAGAL O RECEIVER ASTRAGAL MID SILL COVER
8.615 =I = 6.794 1 19 912 OTRSCKEEN
to 3-TRACK SINGLE HEAD Os 2-TRACK SILL �71
L 125 ADDON
.090 090 I+ .857 .782 782 -^ .290 - 1
850 .850 .050 [7850 11.850 .040 2
1.405 I 1.495 9268� 045
045 .050 -i --� 050 -�I�-7
T7.443 I �I� 9.323 =I� OGEE BEAD 62 OGEE BEAD OO OGEE BEAD 64 SQUARE BEAD O� SQUARE BEAD 68 SQUARE BEAD
eO2-TRACK SINGLE HEAD W/SCREEN Os 3-TRACK SILL
090 090
442 ALUMINUM SLIDING GLASS DOOR NOA(LM)Im 10/05/15
1r fL
1.405 1.495 926 965 I EXTRUSIONS J ROSOWSKI
6.085 11.853 T CERT.OF AUTH.#29296 a � .....
2-TRACK SINGLE HEAD O7 4-TRACK SILL ASSEMBLY INTERIOR BEAD 1070 TECHNOLOGY DRIVE ;
N.VENICE,FL 34275
NOTES:1)SEE SHEET 4 FOR SILL RISERS.ALL DIMENSIONS IN INCHES. (941)-4B0-1600 SGD-780 .25 17 OF 18 € MD-780.0 A A.LY.E MILLER,P.E.
P .#68705
t
TABLE D: TABLE D,CONTINUED: TABLE D,CONTINUED:
# Part# Description Material Bill of Material Bill of Material
8134 2-Track Jamb 6063TBAl # Part# Description Material # Part# Description Material
2 8135 2-Track Jamb with Screen Rail 6063 T6 Al 44 6TP248 Vinyl Bulb Weatherstrip @ Interlock Flex PVC 92 Varies Handle Rif Cast Zinc
3 8133 3-Track Jamb 6063 T6 AI 455 6TP247 Vinyl Bulb Weatherstrip @ P-hook Flex PVC 93 8185X Geminl Mortice Lock w/Long Trim Plate SS
4 8132 4-Track Jamb 6063 T6 Al 46 1644 .187"X.270"Weatherstrip 94 8184X Gemini Mortice Lock w/Packet Trim Plate SS
5 8118 2-Track Sill 6063 T6 Al 47 1673 .500"Door Seal 95 #1032 X 1'Ph.FH.MS Steel
6 8116 3-Track SIII 6063 T6 AI f0 5/16"X2'Lagbolt SS 96 #1032 U-Nut Steel
7 8120 4Track SIII 6063 T5 Al 51 8197 Lagbolt Washer SS 97 1"Mortice.Kee r,135°Comer&Straight SS
8 8127A 2-Track Head 6063 T6 AI 52 8153 Tandem Roller Assembly SS 98 8187X 314"Mortice Keeper,90'Comer SS
9 8128A 2-Track Head with Screen Rail 6063 T6 AI r53 8153 Tandem Roller Assembly Nylon 99 #10 X 1-1/2'Ph.PH.SMS @ Keeper SS
10 8124 3-Track Head 6063 T6 AI 54 #10"X 1-1/2"Ph.PH.SMS @ Roller SS 100 1032X1FPFX 1032 X 1"Ph.FH.MS SS
11 8121 4-Track Head SD63 T6 Al 65
65 8052 Roller Adj.Hole Plug PVC 110 4317 Screen Top Rail 6063 T6 At
12 814D Sill Riser-1 5/8' 6063 T6 Al 60 8022 Interior Bead 6063 T5 AI 111 4318 Screen Bottom Rail 6063 T6 AI
13 8139 Sill Riser-23/4' 6063 T6 Al 61 8150 7/16'OG Bead 6063 75 Al 112 4319 Screen Side RaiULockstile 6063 T6 AI
14 8138 SIII Riser-3-1/2' 6063 T6 Al 62 8145 9/16"OG Bead 6063 T5 Al 113 8152 Screen Interlock Adapter 6063 T6 AI
15 8137 Sill Riser-41/2' 6063 T6 AI 63 8146 1-1/16"OG Bead 6063 T5 Al 114 4344 Screen Astragal 6063 T6 Al
16 8182 Sill Riser-5-1/4" 6063 T6 Al 64 8150 7/16'Square Bead 6063 T5 Al 115 7SRAZ Roller Nylon
17 8119A Ext.Sill Coverwhh Screen Rail 6063 T6 Al 65 8148 9/16"Square Bead 6063 T5 Al 116 7SRAX Roller SS
18 B117 Int-Ext Sill Cover 6063 T6 AI 66 8149 1-IMIS"Square Bead 6063 T5 Al 117 1/4"X 1"MS @ Top Rail SS
19 B116 Mid-Sill Cover 6063 T5 Al 67 6TP247 Vinyl Glazing Bulb 118 1/4"X 1-1/2'MS @ Bottom Rail SS
20 8183 Sill Mounting Strip/Anchor Plate 6063 T6 Al 68 1643 Foam-filled Glazing Bulb V116"glazing only) 119 Screen Lockset Steel
21 8012 Panel Stile 6063 T6 Al 1 69 Dow 899,995 or Instantglaze Glazing Silicone Silicone 120 653 Screen Lock Keeper Steel
22 8014C Top/Bottom Rail 6063 T6 Al 70 1725 Setting Block,117 X 4'X 1/161,85+/-5 duro. EPDM 121 1179 #10 X314"Ph.PH.SMS @ Keeper SS
23 8013C 9"Tall Bottom Rail 6063 T6 AI 71 1726 Setting Block,1'X4'X 1/16'(IG),85+/-5 duet. EPDM 122 1793 .270"X.150'Weatherstrip
24 8104 Stile Adaptor 6063 T6 AI 80 710X34PPSDAX#10 X3/4"Ph.PH.SMS @ P-hook SS 123 1692 Screen Spline-.165 Vinyl
25 8102 Interlock Adaptor(Single) 6063 T6 Al 82 710X58PPTX #8 X5/B"Ph.PH.SMS @ Interlock SS IScreen Cloth Fiberglass
26 8101 Interlock Adaptor(Double) 6063 T6 AI 83 71OX115PPX #10 X 1-11T Ph.PH.SMS @ Astragal SS
27 8103 Top Snap Rail Adaptor 6063 T6 AI 84 1155 #8 X 1"PH.Quad.SMS @ Main frame SS
28 81D5 Astragal Backup Plate 6063 T6 AI 855 72087K Jamb Bumper
29 8192 Interlock Reinforcement 6105 T5 AI PRODUC r REVISM
BB 76X38PPAX #6 X.375"Ph.PH.SMS SS rr.fr&Ytbr Md&
30 8200 Interlock Screw Cofer with Tslot 6063 TB AI a+coeP r
31 8136 Frame Screw Cofer 6063 T6 AI 87 1 4385 14 Hole Bumper Stop h-W-S".ede
88 78X3BPPTX #8X3l8"Ph.PH.SMS Steel ArnWa.c.noJ�O
32 8107C Astragal 6083 T6 Al E,prnN„O.re v 2
33 8110 90"Comer Lock Astragal9 8193 "O"Panel Bracket-12"long l
6063 TB AlAI �
90 #10 X3/4"Ph.PH.SMS @ Fixed'O'Bracket to Stile SS
34 8111 90°Comer Astragal Receiver 6083 TB Al 91 1#8 X 314-Ph.FH.SMS @ Fixed"O"Bracket to Frame SS +�lY.lr cOue l
35 8204 135'Comer Astragal 6063 T6 Al
36 8205 135'Passive Comer Mount 6063 T6 Al
37 8112 90°Comer Astragal Backup Plate 6063 T6 Al
38 1 8108 Pocket Door P-Hook 6063 T6 Al
39 8109 Pocket Door P-Hook Mount 6D63 T6 Al
40 8141 Screen Frame Add-on(Sill) 6D63 T6 AI
41 8142A Screen Frame Add-on(Head) 6063 T6 Al
42 8143A Screen Track Addon 6D63 T6 AI
ALUMINUM SLIDING GLASS DOOR NOA(LM) 10/05/15
PARTS LIST &- J ROSOWSKI
NOTES: CERT.OF AUTH.#28296 m �� _ •'•'
1)rTEMS#43,48.49.56-59,76.79.81&101-109 ARE NOT 1070 TECHNOLOGY DRIVE r
USED AND ARE NOT PART OF THIS APPROVAL. N.VEN ICE,FL 34275
(941)-480-1600 SGD-780 NTS 18 OF 18 �g MD-780.(I x A A•LYNN MILLER P.E.
P.E.#58705