HomeMy WebLinkAboutNOA.� SCANNED
BY RECEi' -D SAP ? 0 2017
` St. Lucie County
��M,�IAMI�DADE
�Zi m
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE i
Inc.
1070 Technology Drive
North Venice, FL 34275
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T(786)315.2590 F (786) 315-2599
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PW-701/620" Aluminum Fixed Window - N.I.
APPROVAL DOCUMENT: Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision B dated 05/05/16, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, PJ ., 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: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-0528.27 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 16-0629.13
haAMtDADE couN TY Expiration Date: February 19, 2019
#-7111116
Approval Date: August 04,2016
Page 1
l�
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOANo. 03-1105.02)
2. Drawing No. MD-620.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision B dated 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Duraseal® spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
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, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted underNOA No. 11-1114.17)
3. 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
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
Manue a z, P.E.
Product Coat of aminer
NOA No.16-0629.13
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5v'
Edition (2014), dated 05/20/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 1S-0S28.27)
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. TREMCO Part No. TR-14271E EPDM exterior glazing gasket complying with the
following:
a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets,
Setting Blocks, and Spacers with Option II exceptions.
b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic
Elastomers - Tension of 1600 PSI.
c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS
158°F.
d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber
and Thermoplastic Elastomers of 143 lb./ in.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-51 Edition (2014), dated May
20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted underprevious NOA No.15-0528.27)
2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.15-0528.27)
3. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted un der NOA No. 11 -1114.17)
4. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated
07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.02)
5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0528.27, issued to PGT Industries, Inc. for their Series
"PW-701/620" Aluminum Fixed Window.- N.I." approved on 08/20 d expiring
on 02/19/19. G
Manue a z, P.E.
Product Cont of aminer
NOA No. 6-0629.13
Expiration Date: February 19, 2019
Approval Date: August 04, 2016
E-2
GENERAL NOTES: SERIES 620
NON -IMPACT -RESISTANT FIXED WINDOW
I THIS PRODUCT HAS BEEN DESIGNED 6 TESTED TO
COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCTTY
HURRICANE ZONE (HVHZI.
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE
DEBRISREGIONS.
3) FOR MASONRY APPLICATIONS IN MUMI-DADS COUNTY,
USE ONLY MLA FDADE COUNTY APPROVED MASONRY
ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS
WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY
UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) ALL WOOD BUCKS LESS THAN 14ffi 711ICK ARE TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE
WOOD BUCKS DEPICTED AS MME 1-1M7THICK OR
GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE
DESIGNED TO PROPERLY TRANSFER LOADS TO THE
STRUCTURE, WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR
ARCHITECT OF RECORD, (AOR).
6)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF
SUFFICIENT EMBEDMENT. NARROW JOINT SEALANT IS USED
ON ALL FOUR CORNERS OF THE FRAME. INSTALLATION
ANCHORS SHOULD BE SEALED. OVERALL
SEPLING4'fASMING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SMALL BE DONE BY OTHERS AND IS BEYOND
THESCOPEOFTHESEINSTRUCTIONS.
B) MAX 1/4` SHIMS ARE REQUIRED AT EACH ANCHOR
LOCATION WHERE THE PRODUCT IS NOT FLUSH TO WE
SUBSTRATE. USE SHIMS CMASLE OF TRANSFERRING
APPLIED LOADS. WOOD BUCKS, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON
THEM BYTHE WINDOW.
7) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM El3W.
B. POSITIVE DESIGN LOADS BASED ON WATER MST
PRESSURE, STRUCTURAL TEST PRESSURE, FRAME
ANALYSIS AND GLASS PER ASTM El RD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN
DESIGNED TO RESIST WE WINDLOADS CORRESPONDING
TO THE REQUIRED DESIGN PRESSURE. THE WT I/3X STRESS
INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. WE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET WE REQUIREMENTS OFTHE FLORIDA
BUILDING CODE FOR CORROSION RESISTANCE.
B)REFERENCES: TEST REPORTS FTL4834, 384707212:
ELCO ULTRACON NOA: ELCO CRETEFLEX NOA ANSVAFBPA
NOS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN
MANUAL-
10) THE 62D SERIES MY ALSO BE REFERRED AS THE 701
SERIES.
DESIGN PRESSURERATING
I IMPACT RATING
VARIES,
SEE SHE
NOT RATED FOR IMPACT
RESISTANCE '
40`TIP-TO-TIPWIDTH
-BUCKWDM
4 LIGHT WICZ IIIII��. 445-iHTWI TH ,,JII UGHTWIDTE
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SHEETS SHEETS BUCK SHEET6 SHEETS � G, SHEETUS 8 G. SHEEfB
LHEIGHT / L I BUOK
L 82-1W �__—____ L I �-------
HEIGHT
931/4`
12`MAX. / VISIBLE 12'MAX. I / 93.1/4` 1 / VISIBLE
O.C. / LIGHT O.C. / VISIBLE 5• / LIGHT
HEIGHT / / LIGHT O.C. C, / HEIGHT
�- HEIGHT r
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HEIGHT LB
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MSHEETS MAX. SHEETS am' j FF
S MA%.O.C.
TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT) ELEVATION (TESTED UNIT) (TESTED UNIT)
FlGURE I:
MAX i
GLAONG DETAILS ....................... 24
DESIGN PRESSURES ................ 24
INSTALLATION, FLANGE...... .......5
INSTALLATION, E0VAL1E0.......
B
INSTALLATION, INT. FIN A..._.._.7
INSTALLATION.INT. FIN 8........._
8
CORNER ASSEMBLY...._._._.......
B
EXTRUSION PROFlLES._.._._.....10
PARTS LIST ................... ....._.._10
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STANDARDS USED:
:2014 FLORIDA BUILDING CODE (MC). OF EDITION
ASTM E130609
.ANSVMSPANDS-2012 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADM2010
AAISIS10007M2-2D10
SHAPES AS SHOWN BELOW OR SIMILAR, MY BE USED BY INSCRIBING THE SHAPE INA BLOCK
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 24.
ANCHOR SPACING TO BE V MAX. FROM CORNERS AND 12` O.C. MAX. FOR ALL CURVED FRAME
MEMBERS. SEE FIGURE 1, THIS SHEET.
I- -MOTH - Imo- WIDTH WINN—{ I— WIDTH --i
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NOTES:
T) BUCK DIMENSIONS SHOWN, FOR FLANGED WINDOWS, SUBTRACT V FROM THE TP-TO-TIP DO.IENSIONTO DETERMINE THE BUCK DIMENSION.
2) FOR SMS NOTSHOWN. ROUW UP TO THE NEXTAVA IA4LE SHORTOR LONG DIMENSION.
3) FOR ARCHITECTURAL WINOOWS, FIND THE SMALLEST WINDOW SRE IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN.
USEDATCURVED
FRAME MEMBERS ONLY
®11-7/B•O.C. MAX.
E ERIOR
a
GLASS TYPE
SIB'
GLASS BILE
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
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•/-00.4
•/bB
42
+10-124d+tar-121.im-t1BA
aar-tt62.1m-t1aJ•imatz0•1m-n1.t.1m-10&T•farales
NmnOTA.1m-1a0e+1m-1055
Nma0:L5+tm-1m9
N&&T
+/9&a
•t.N1
•/m2
H4to
+faD
0
+1m-121
Nm-01T.0+1=4152
Nm-IiZ8+1m-110.B
Har-109d
atm-107.5+tm-108-0
+1m-10t9
Nm-1036
Nm-=4
Nm-101.8
•129.2
N98A
.Sari
MS&9
+/dB.T
.14I8.5
+1 0.8
Hd3
�- 0
.10-11&4
Hm-115
Nm-1122+im-f09.BNm-tOT.6
+10-IM
+1m-I0 30=403.9+1m-0Ot.6+10GAW6
-I gal
+1 &5
HJIB
NA25
+/ffi.l
+I4&3
HA3.T
+/A1.6
NA0.2
Hd&0
d8
Nm-11B
•1m-112.8
Mm-0OD.B
Hm-fOTd
+tm-195
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+I-000
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+FB5.6
•181
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alffi2
+/413
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+I-]e
al-TTd
+1-75
w
+IGYA14
+1m-110.3.1ar-0UT8
N0131-1042
Hm-102.5
Nm-100.6
+/4&B
+/47A
M-96
+/.M8
0,4M.3
+/Q.]
•141.8
+/A&T
a/y1
+141.6
+1-79.1
+I•]8]
+NTC7
yy
E 52
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Nm-0052+tm-f028+far-t0D.9
./488
+/4&5
+/41.8
+1438
+/423
+/A0.8
+/-002
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+I450.0
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51
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+1482
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1 +/44
I +in
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1 H-]B.]
NOTES:
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT V FROM THET1P•T0.TP DIMENSION TO DETERMINE THE BUCK DIMENSION.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
3) FORARCHRECNRM- WINDOWS, FIND THE SMALLEST WINDOW SITE IN THE TABLE ABOVE WHICHTHEOVERALLOIMENSIONS COMPLETELY FRTNTHN,
USEDATCURVED
FRAME MEMBERS ONLY
®11.71W O C. MAIL
EXTERIOR
a
GLASS TYPE 2
5
GLASS BILE
GLASS
TABLEDIMENSIONS MAYBE
ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
LONG
SIDE
f~ LONGSIDE .4
SHORT P 1
SIDE
SSIDET
f~ LONG SIDE �{
SHORT
SIDE
L
LONG
S1DE
1
SHORT
91DE
u
m
p
DD
O
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f0/D
O
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0 N
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Wmdow Design Pressure (+/-, psO for Glass Type 3
IAOB SWa
W-]le
n
18 1
80 1
ea
80
92
1 N
1W
IN
104112
112
1 116
IN
124
120
1 132
1 1W
140
1"
g
L
N
30
+1W-1W
+1W-150
IOW-149.8
NOB'-149.6
HOW-1425
r1001-147.7.1ONA48.1
IONA4B8
HON-139
ION-i"J
IW'd31.5
ION-I414.10Y-1421+1001-141.20001-140.2+10N-139+1DN-198.8.10s.137+6
NON-13fl2
-IM-135
NON-130.B
+1W12i.6
e10W-022
.10N-133
HOW-12fle
HOW-120.8
NON.III
NOW-11.i
+IOW-025A
NOW-118.]
10W-11i.6
I0W-191S
N0O'-124.8
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HON-114.1
NWI-1]0.6
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NON-11J.9
NOOIA3l.1NW-1385.10w-035.8.10.1314+10N-134.8+1001.194.4+10w-133.9
NOOld2➢.8
HWI.123.6
HWId1].b
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HON-122]
N001-11]
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IONd266
ION-1221
NOW-018.4
H0W-111.3
flOW-126
HOW-121.6
IOOI-115.8
NOW-11e]
NON-I2i.5
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IOW-115A
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4
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. .144.3
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N00I-H4.3
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+l-0fl5
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HOW-128]
86
30
40
42
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BPS
TABLE DIMENSIONS MAY BE
ORIENTED VERTICALLY OR
HORIZOWALLY AS SHONTI.
LONG
SIDE
�- LONGSIDE
SHORT 1
r
sIDE
SHORT
J� SIOE
-•-- LONOSIDE -�
SHORT
SIDE
L
I
LONG
SIDE
SHORT
SIOE
�1
m
Y
96:�
o
v
m P
al.p
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6
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INSTALLATION
TYPE A
EDGE
DISTANCE
ZX WOOD BUCKSTRP
OR FRAMING .$BE
NOTE 2, THIS SHEET
EMBEDMENT
1
�1/4•MAX
SHIM
NCHORTYPE.
7AT
NCE PER SUBSIRABLE
5. THIS SHEESRI
WINDOW EXTERIOR
BUCK
HEIGHT
NP-TG-mP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT -
WINDOW
BUCK
HEIGHT -
INSTALLATION
TYPE C
EMBEDMENT'
SHIM
MAx
I SHIM
EDGE fi
DISTANCE
CONCRE(FJCMU
PERANCHOR
REQUIREMENT
1/4•MA%. SHIM -i{
a12 STEEL
INSTALLATION
METHOD D
INMTAIlATIONANCHOfl
UNOERNEATHTHE
BEADING EKTERIOR
21 MIAMI-DADE APPROVED MULLION
(SEE SEPERATE NOA), ALUMINUM,
B STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE S,THIS SHEET
�1/4• MAX SHIM
1X WOOD SUCNSTRIP.
SEE NOTE 2 THIS SHEET
INSTALLATION
TYPE B
SEE TABLE 5,
EXTERIOR \
4 Vn
VISIBLE LID
WINDOW BUCKCK
TABLE 5:
EDGE
DISTANCE
:ONCRETTJCMU
PERANCHOR
IRME
REQUIREMEM
AsclNr
euplilmtF-)
Mn Edpe
Chile.
Min, EmSed.rwM
Mu O.C.
SPabm
0120TM441OSSScmw
a mplb
tr
Alumhwm,
B
AN Steel
15'
0.003
1T
Stet 91W Or. ]] min.
Le-
O.NY 10 Gal '
1T
012m Pl4Sbel SceAl(G5)
P.T. BpMINm Pbe(8G=0.55)&1B•
1d15'
1T
AWminum, 80B1T5 mb.
LB'
0.0M3'•
1r
AM Steel
wr
0."-
1T
Met Stud, GT. mmin
wr
0.045' 18 Ge'
1T
1l4' HO SS CmbFb4
14 Steel Uttmmnte
CMU. TM CB0)
b1IT
1-114•
4'1T
(mb. 2B5 ktl
CIAU,(ASTM C9)
2-tIT
1-114'
fYore
CM
b11T
1.L4
tY
( .JS
CGrcMO(mh. D.6 bl
1-t14'
1-0IP
tY
amutm cMpu TM cep
z-trr
tsr4•
1T
7
'
' MIN. OF 3 THREADS BEYOND THE N4TA- SUBSTRATE
-
CONCRETE PER
CONCRETE
EMBEDMENT
--
INSTALLATION NOTES:
'
REQUIREMENT e I
•
-
1. USE ONLY ANCHORS LISTED ONTHIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE
I
INSTALLATION F� EDGE
TYP.ANCHORTYPE,EMBEDMENT
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS RX•ARE 1-12- THICK OR GREATER,
HAMS
DISTANCE
TYPE
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE 5, THIS SHEET
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY
JURISDICTION.
VERTICAL SECTION B-B
3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROMDE NU- SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM
[n
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2XMOD BUCKSTRIP INSTALLATION INSTALLATION
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DISTANCE NOTE 2, THIS SHEET
1X WOOD SUCTHIS SHSIET
EMBEDMENT SEE NOTE 2, THIS 6HEET
INSTALLATION I� 114'MAX
O 'I SHIM TYRANCHORTYPE,EMBEOMENTAND
TTPE EMBE�MENT EDGE DISTANCE PER SUBSTRATE,
EDGE 8 SEE TABLE B. THIS SHEET
DISTANCE
EXTERIOR
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
23 4'
URWXLR-M
USED AT CURVED
114-MAX. SHIM
V12 STEEL
SELF -DRILLING SMS
(05), SEE TABLE 6,
THIS SHEET
INSTALLATION
TYPE H
u
CONCRETEMMU
PERANCHOR
REQUIREMENT
1 I-
I.
MIAMI-DARE APPROVED MULLION
21
(SEE SEPERATE NOA), ALUMINUM.
S
STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE 0,THI3 SHEET
6 I1/4'MA%SHIM
F
7-
IX MOD BUCKSTRIP,
SEE NOTE 2, THIS SHEET
CONCRETE PER
EXTERIOR \ 12
15 VISIBLE LIGHT WIDTH -
WINDOW BUCK WIDTH-2J/
WINDOW BUCK WIDTH
HORIZONTAL SECTION C-C
TABLES:
EMBEDMENT
EDGE
DISTANCE
CONCRETEICMU
PERANCHOR
REQUIREMENT
Mclwr
SBWlnle
MIm EdMIBIBece
Mm. Emkedmem
6 O.C.
P m
d12 or N14 d10533cnw
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AlumNA BOBYT6 min
B
V8
1Y
AW
YB'
12-
G,
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Y8'
(15G
O.W5. 1w
1S
B12 m 114 Sl lS..(G5)
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1-YB'
12'
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YB•
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1'
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1-Yd'
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n.
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I-IId'
GnWdCMU ASTM C4q
2-11Y
I--
1316'
—
tY
MIN. OF 3 THREADSBEYOND THE METAL SUBSTRATE.
EMBEDMENT --
ANCHOR
INSTALLATION NOTES:
' REQUIREMENT
•
1, USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.
INSTALLATION
•
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IX'. ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN I -In'. IXWOOD BUCKS ARE
TYPE EDGE
Imo—
TYRANCHORTYPE,EMBEDMENT
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS IX'PAE 1-1R'THICK OR CHEATER
DISTANCE
AND EDGE DISTANCE PER
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
SUBSTRATE, SEE TABLE S, THIS SHEET
JURISDICTION.
VERTICAL SECTION D-D
"
3. FOR ATTACHMENT TO METAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
UU
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TYP.ANCHORTYPE,
EMBEDMENTMDEDGE � EMBEDMENT
DISTANCE PER SUBSTRATE,
SEE TABLE T, THIS SHEET
INSTALLATION
TYPE
EXTERIOR
a
WNDOW
BUM
HEIGHT
V SIBLE
LIGH
HEIGHT=
WINDOW
BUCK
HEIGHT-
2aa
INSTALLATION
TYPE J
r�a.:•rrniaX.yrlic
�missHEET
INSTALLATION
TYPE
EDGE
DISTANCE
EDGE
DISTANCEMAX
SHIM
M4X NOTE 2, HEEf rmTYEPD. SEE SUBSTRATE.GE DISTANCE
D
SIHEET
L
ile'MAX.SHIM
INSTALLATION
TYPE L
010 STEEL
SELF-0RILUNG EMS
(G5), SEETABLE T,
THIS SHEET
2XWOODSUCKSTRIP
EXTERIOR
OR FRAMING. GEE
n
NOTE2,THISSHEET
V
MAX SHIM
MIAMI-DADE APPROVED MULLION
�1w
(SEE SEPERATE NOA), ALUMINUM,
STEEL FRAMING OR STEEL ST. D.
SEE SUBSTRATE PROPERTIES,
TABLE T.THIS SHEET
EDGEDIISTANCE
EMBEDMENT MD o TMPE, EMBEDMENT
AND EDGE DISTANCE PER
SUBSTRATE, SEE TABLE T, THIS SHEET
VERTICAL SECTION F-F
INSTALLATION
TYPE K
EDGE DISTANCIfio
2%WO FRAMING,
TRIP
OR FRAMING, SEE
NOTE 2. THIS SHEET
EMBEDMENT
EMEERRIOR'
v
VISIBLE LIGHT WIDTH -
I����" WINDOW BUCK WIDTH-2-lol'
WINDOW BUCK WIDTH
HORIZONTAL SECTION E-E
TABLE T
Anchor
Su5elmle
Min. EBge
Dietence
M.. O.C.
Spacing
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1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir. ME BUCKS WHOSE TOTAL THICIWESS IS LESS THAN 1-la. 1X WOOD BUCKS ARE
OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTEDAS 2 ARE IAA-THICKOR GREATER.
INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORASAPPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SIZE TO PROVIDE FULL SUPPORTTOTHE WINCOW FRAME.
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAMPLIES TO WHOLE SYSTEM.
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DISTANCE
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2917
M IAM I•D,4DB MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.mixmidade.eoy/economy
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PGT" Clipped Extruded Aluminum Tube Mullion — L.M.L
APPROVAL DOCUMENT: Drawing No. 6300JR, titled "ltnpact—Resistant Aluminum Tube Mullions",
sheets 1 through' 25 of 25, prepared by manufacturer, dated 08/29/11, with revision B
dated 10/10/14, 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.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
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 and renews NOAit 14-1105.01 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.16-0218.03
MIAMIDADE COUNTY Expiration Date: May 26, 2021
Approval Date: April 14 2016
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 10-0819. 05)
2. Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1
through 25 of 25, dated 08/29/11, with revision B dated 10/10/14, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. 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, and TAS 202-94
along with marked -up drawings and installation diagram of clipped aluminum
mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-6443
(samples A-1 thru E-1), dated 02/28/11, and addendum letter dated 05/05/11, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 10-0819.05)
C. CALCULATIONS
Anchor verification calculations and structural analysis, complying with FBC-2010
and with FBC 5` Edition (2014), prepared by manufacturer, dated 01/29/15, signed
and sealed by Anthony Lynn Miller, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
D
Manue ez P.E.
Product Cont of , xaminer
NOA N . 6-0218.03
Expiration Date: May 26, 2021
Approval Date. April 14 2016
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated
February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated February 15, 2016, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-1105.01, issued to PGT Industries, Inc. for their Series
"PGT" Clipped Extruded Aluminum Tube Mullion — L.M.I., approved on
02/12/15 and expiring on 05/26/16.
Manuel , P.E.
Product Conti. 1 E aminer
NOA No.-0218.03
Expiration Date: May 26, 2021
Approval Date: April 142016
E-2
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
FIGURE 1:
MULTIPLE F�OPENINO WIOIH FCPVERTIGLLMIeI
MULLIONS I / 6EE OETGMAa&
AO,
_ sxeETB2.3
;;== �II111�I{JINNI i'��:,
1 /
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HIlrr--.GTH H
LENGTx
ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS:
1--OPENINGNiDTI�
-I LENm r
r
OF D ING MULL r r
NEJGuNi 1.Gm
L
L rL
SINGLE MULLION SINGLE MULLION
'1 SEECORRUl ABOOOETNLB
FltOMFI0URERE IABOVE
STANOAROS USED
•2014 FLORIDA BUILDING WOE IFII). aH EDITION
AANSVAFSPA NOS-2012 FOR WOOD CONSIRUCNON
.ALUMINUM DESIGN MANUAL, ADM-NANO
-A51410041732.2010
GENERAL NOTES:
11 DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE W ADDITION TO ANY ANCHORS REQUIRED FORTHE
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNDUE AND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED,
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS.
ARGIESTOEE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS
INBCRIBEDINSIOE HAVE BEEN TESTED AS'FREE -FLOATING' AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL
REciANGIRAR NOT HAVE A GAP OF MORE THAN VP FROM WE CUP.
3wvE
D)THEANCHORAGE METHODS SHOWN RAVE BEEN DESIGNED N RESIST THE LH80. E CORRESPONDING TO THE REQUIRED
DESIGN PRESSURE. MULLIONS ARE CALCULATED TI DEFLECT NOMORE THAN WE THEUATIO OF INCREASE SCREWS.
NOT USED
IN THIS ANCHOR EVALUATION. THE 1.8 LOAD DURATION FACTOR WAS USED FORTHE EVALUATION OF WOODSCREW9.
4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AID IS BEYOND WE SCOPE OF THESE
INSTRUCTIONS
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND
1 bEEOETAIlS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER
ATNRUG; ONLY TWO ADJACENT UNITS AT A TIMEWHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN
/ sNEErexa PRESSURE OF MULTIPLE MULLIONS ORFENESIRATION PRODUCTS SHALLAPPLY.
aPENNG
16F OrnM 8)WHEN FINDING YOUR 812E IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NW SIZE SHOWN ON THE TABLE(&).
NORI20NTN.
1FaoETULE. MMi T)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ORESSINOORSTUCCO. WOOD DUCKS BYOTHERS,MUST
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THESTRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT
SHEETS I .e .eee..eou.e mommRToeTe ue.vRlel TIMAIMII AR MATERIALS SHAU-BE PROTECTED AS REQUIRED TO PREVENT
�IIORM. MULLIENGTN�I
MULTIPLE MULLIONS
8) REFERENCE: TEST REPORTS: FTL4443; MOO ULTRACONAGGRE-GATORNOAS
9) MULLIONS AND CUPS HAVE BEEN DESIGNEDSTESTm TOCOMPLYWITTTTHEREQUIREMENTSOFTHEFL MR BUIDING
CODE, AND ARE APPROVED FOR IMPACTAND NON-IMPACTAPPLICATIONS. MULLIONS ARE ONLYTO BE USED WTTH
PGT-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS.
10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ.
11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT WE SPAN AND OPENING
WIDTHIHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WRHTHE REQUIREMENTS OF THIS NOA
INSTRUCTIONS:
1) DETERMINETHE DESIGN PRESSURE REOUIREMENTILGSIFPI FOR THE OPENING USUGTHE ASCE•T STANDARD.
2) CHOOSE A MULLION TYPE THAT WILL FITTHE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH.
3) REFERTO SHEET 25TO DETERMINE IFTHE WINDLOADING IS'RECTANGULAR'OR-TRNNOULARRPAPEZOIOAL'.
GENERAL NOTES ........_._.......... 1
INSTRUCTIONS.._..... ------- I
ELEVATIONS ... ....... .... _........ ...1
MULLTO V WGOO..............__... 2
LL MUTO 1X S MASONRY. .......... 2
INSTALLATION NOTES .......... ,. 2
MULL TO MASONRY.. __...... ....._. 3
HILL TO STEEL S W D--..__ 3
MULLTOMULL .. .-3
1.25
ON SHEETS 5 THROUGH 20 RESPECTIVELY, USNG
SPANNING VERTICALLY OR HORIZONTALLY). THE
IIREMENT(MED)P FOR THE OPENING OBTAINED IN
5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE
REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE MET TO ATTAIN THE FULL MULLION CAPACITY.
8) FROM THE ANCHOR CAPAGIYILBSI TABLE ON THE SAME SHEET AND USING YOUR ACTUALSUBSTRATECONDRION (MULTIPLE
ANCHOWSUBSTRATFJANCHOR-CLIP PATTERN MAY APPLY) SELECT AN ANCHOR CLIP PATTERNAND VERIFYT WITTHE REWIRED ANCHOR
CAPACITY IS MET.
7) IF WE MULLION CAPACITY (LBSIFT') OBTAINED IN THE TABLE IS HIGHER THAN THE OESIGN PRE 95URE REQUIREMENT(LBSIFPI FORTHE
OPENING, YOU MAY USE THE 'ANCHOR CAPACITY ADJUSTMENT FORMULA' TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED. WITH THIS
VALUE ALOWER ANCHOR CAPACITY OPTION MAY BE SELECTED FOR THE GAME SUBSTRATE
8) VERIFY THE DESIGN PRESSURE RATING (LBSIFP) FOR THE FENESTRATION PRODUCT TO BE USED AND COMPARE WITH THE FINAL MULLION
CAPACITY(LBEI ) OBTAINED FOR THE MULLION SYSTEM. THE LOWER OF THE TWO SHALL" MY FOR WE ENTIRE MULLED FENESTRATION
PROOUCTASSEMBLY.
S) HIGHUGHT OPTION USED AND TABLE VALUES USED IN ASPECIFIC APPLICATION WHEN USING THIS NOATO APPLY FORA PERMIT.
LYNN
+^ N0.56705
DETAIL B:
--
DETAILA:
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MULLION ATTACHrASONW
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WOODBUCKANDMASONRY
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INSTALLATION NOTES:
1) ANCHOR EMBEDMENTTO BASE MATERIAL SHALL BE SEYOND WALL DRESSING ORSTUOCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHORTO ANCHORDISTANCE, THE
CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFERTO THE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D. EITHER THESTANDARD OR INTERIOR CLIP MAY BE USED,
O) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD ORFLATHEAD,
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEETS.
5) FOR MASONRY APPUCATIONS IN ELCO ULTRACON OR ELM 11V S.S. AGGREGATOR MASONRY ANCHOI-DADE COUNTY. USE ONLY MNM4DADE COUNTY APPROVED
` TYP.INUIOR
PFASUBSTMTE,
SEETABIFS I&IAB
euLlwTRw
AND
T
ATTACXMEM
BY OTHERS.
EWEUMENi
SEENOlE 1,
:M.D="7�SM
•"
SHEET I.
WN].i K51LCNLNETEORWU :•
FRONT VIEW
ummNyOPIwI%"Rbdit
omlemeax.1111�.. c9
As egma Hu
/yp21
r I.umDwe
by
MImU tioCun
is NO.58705
gl6il0_:
Blip �QF ��lf/:
A'N'ONA%- DD.E.`
FL P.ER 58705
DETAIL C:
MULLION DIRECTLY ATTACHED TO
MASONRY STRUCTURE
(STANDARD CLIP SHOWN)
EITHER OR/
EooE OlsrnrcE
MN2r RICONLPEIEORCAW
FRONT VIEW
e
"23KVCOH 60RG
SIDE VIEW
INSTALLATION NOTES:
1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLDRESSING OR STUCCO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FOR PICTORIAL REPRESENTATION
ONLY. BECAUSETHEANCHOR CAPACITY IS BASED PARTLYON THEANCHORTO ANCHOR DISTANCE THE
CORRECTOUANTITYAND LOCATION OFANCHORS MUST BE FOLLOWED. REFERTOTHE TABLES ON THE
FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CLIP MAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD.
4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET S
5) FOR MASONRY APPLICATIONS N MW.II-DADE COUNTY, USE ONLY MIAMI DADE COUNTY APPROVED
ELCO ULTRACON OR ELCO VP S.S. AGGREGATOR MASONRY ANCHORS.
FRONTVIEW
EXTERIOR
DETAIL E:
y nE•wH
T—
I
MULLION TO MULLION
INTERSECTION
(U-CLIP)
NOTES:
1) MAY BE INSTALLED INREP OR'CROSS'
INTERSECTIONS
vralEs
2) MAY BE INSTALLED HORIZONTALLY
(SHOWN) ORVERTICAMY.
L
3) SEE LLCLF DRAWINGS. SHEETS 21-n
TOP VIEW
_..�...
FOR CORRESPONDING MULLION.
FRONT VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SH
SFESXEEf891.'tl FOR
HOLBLOGTIWS
EIXiE
06T.WfE
6EETP9LE9
1&idB
SIDE VIEW
NOTES:
1) FOR 2X WOOD41ACKM STEEL STUDS. WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS S20• FOR GUANTRYOF SCREWS
SIDE VIEW
LYNN ... Ori
a`'•�' � 816;' U
' S1 C F Z
'''A.M1!YN�ryIbLEli, P.E.
FL P.E.# 68705
DETAIL F:
FIELD -MODIFIED MULLION CLIP
(F-CLIP)
EXTERIOR
I=O .=U,
ALON,CANORNASONRI'
EXTER1011
O
OEEOETALSAE,
SHEE732 MD 3 MR INSTALLATION
TOVEG S.MTES
5NOWNWRHI-XVXXV
NN1AN
3.
.
PERANMOR I
NOTES FOR INSTALLATION OPTIONS F:
1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26-X 2.11-X.12S MULUON.
2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEENS 21.23 FOR HOLE LOCATIONS.
3) THE 2X6 CLIP IS NOT SUITABLE FOR THIS APPUCATION.
DETAIL G:
ANGLE MULLION CLIP
(ANGLE CLIP)
EAEA
TOP VIEW I
EXTERIOR
V
Mo.wD,
SIER.NUM
oRI %my
�Eo15T�
PPp AR _
DETAIL H:
BAY MULLION INSTALLATION
(ANGLE CLIP)
NOTES FOR INSTALLATION OEDON 0 d H:
`•NON.I 1,YNN Al
1) USE 2 ANGLE CLIPS PER MULUON END. CUPS MUSTBE INSERTED INSIDE OF MULLION.
����.�;'�1GEN5("•.R
2)DETAIL G: SEE TABLES iB-14B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE
To 55705 ,
LOCATIONS.
3)DEFAILH:SEETABLES I59 OR 16B FOR ANCHOR QUANTITIES AND SWUM FOR HOLE
LOCATIONS
p �6 •\4I'
%.O ',✓` 05,
L ,�
%��'•.. _ _
TABLE 1A
MUIOon Ce acl
Deering YA41m
(fdwNcaOYcpMAre
mages) br Open lnB HalBht
(fd h6ampelyAPmnr61M�019)
Saba
Sam
TAN
00F
%N
1%N
INS,
1%N
tAF
p ImWW
TepTlere.
W-1-vi
TlgMleiq.
BGmWIb
TnpNuq.
R.VenWIY
TrtNme^0.
RYn^OYV
7.=
Rmle wa
TepTIW.
RYlvipler
my
Fauber"
Ine0n6
RpIMYq
Iol,
RxImµYY
Logan
RepROeM.
Wald
1
IwWV
0ueM0
ImanO
L."be
LuaeR
LmanO
UaWnO
1^Mb
WOnB
Lae9re
INft
Lware
LDM'
WEN.
x2x.125
fildlial
if
1H
f,1011
I'm
All i
111
1
111
11
111
1 1
]h
111 1
I
I I
I T110
I 1
1,
11
42F
111.0
4d
1".51
in
%.1
Id
110,e
]H
Tp.
1%.6
%1
%.B
Id
10.1
210
0..1
100
Id.O
310
me
Id
INS
me
HA
Id
10Y0
]IO
]2B
1%
1d.0
JIB
10.0
Id
IdA
310
10F
i4A
JU
%A
300
62A
012
%.0
d0
b.e
J12
0]R
R10
41.6
JIP
61.3
1M01.0
RN
20.e
]12
01.0YN
%A
JIR
81.0
211
W.6RON
%A
201
TOA
2N
662
R01
A.6
261
63.1
2T4
JBA
R01
621
2L
J10
al
%.1
Y!0
3111
201
48A
219
3.6
241
413
NO
RiB
201
IBJ
210
10.0
201
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JoNA
NY
]W
1d
211
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1%
211
211
JSI
1%
10.0
d1.1
1%1%Saba
21l
61.0
'!d
I1B
'NT
J).0
21T
41A
1%]1B
NY
41.6
1%
2"
XI
NA
R%
112
I10
J20
MO
9A
we
31.5
IW
24.0
Rd
26p
1%
21.3
AO
:1.1
tOp
f03
2%
25.0
I51
I6.0
2W
%.0
IN
]]A
IM
2E6
111
f.eZ.-
2LT
IN
'A.40
MY
101
N.0
IN
114
fill
MA
IN
I"
let
21A
141
.0
165
J0.6
142
21.0
163
2UA
iSa
=I
IN
10.0
I6521.0INT2N
=2
1d
2Ye
IA
NA
%B
15A
td
VA
IIe
Mba
18.0
1%
10]
1%
16.7
IN
TOM
IL0
115
M.2
IN
TABLE 113
- AnM0l
C0 001
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�•
(FROM THE TAI
ITWILLYIELDA
NOTE: FORTHE OFFSET CLIP, USETHE SAMEANCHOR PATTERN AND ANCHOR VALUESAS THE STANDARD CLIP
=ANCHORCAP.®
TO AN
THE
FIGURE I: FIGURE2: TABLENOTES:
• • • • uRODULT RBVISED
S SEE SHEET FOR
GENERAL INSONUSWO METHODS.
AND SHEET 25 FOR INFORMATION ON LOADING. DITNU xBW OF Fl6Id1
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. --i 1,p01y t-- Omiamxcoe=
AttewYlwM
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE rI B II Deb )
FIGURES: 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21,23. DA1TNmi eF
• • • • HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2,000'
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS.
az5• JAT�y LYNN Al/(F O
ANGLE CLIP MUST BE USED IN PAIRS. 4)SUBSTRATES: CONCRETESHALL CONFORM TO ACI301 SPEdFICATIONS. HOLLOW ANO GROUTi1LIFD ��`.AO;ENSE �1���
CONCRETE BLOCK UNIT (MU) SHALL CONFORM TO ASTM G90. WOOD SHALL BE PRESSURETREATED f =ti �1C ie
FIGURE4: FIGURES: FIGURE@ YELLOW SOUTHERN PINEWRH MSG OF 0.0. ALUMINUM SHALLBE 5UGI�TBAND BEAMINIMUM OF.I2S 1 � C STD+
THICK. STEEL STUDS TO BE AMINIMUM GRADE W AND.04W THICK(1A GAUGE). STRUCTURAL STEELTO BEAT l'XrX.12FMUU.ION jc He. S
LEAST.125'THICK AND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. 0108k12 ANCHORS INTO WOOD MAY BE STEEL, IBA S.S. OR 410 S.S. � �'
�.�, TF I�
,p,
Ov-
FLOW
A. LYNIiJyPER; A.E.
FL P.E.M 58705
TABLE2A
MalllBn CapaoftyTabla ileararl
Opening Width palsmae6J'sperWlB nations) or Opening Haight (Forma ml0ali)
80N win}Oln mF pale1WIn 1W Ip 140h imF
RwlvWir TaRnlay. Pwlei°Ww Tuq"CB ReMWUW ]relRAereRW.1d. TBNMBIp RMu No` uonluolu Pec 'e- IIeRMCK RwluWll T4p'nlcn .w,.% ar TIeHMmO. Rw ueFAc TWIAUD
1%2 z.376 Lon"Il IwLO Lw1l^D JMLO ImWp LoeLN LOa9M 1^'all^B InaAre lac@p LWtliN Lm4re LOMIre loaAre ImWg LNaN IOMInR lware
Alum Tube
11F
MN
ea I,
a1N
WF
WF
EON
Y!N
THh
]ON
1,
1700
1218
1W.]
&S4
82.9
61°
4&°
dS0
30.°
3&3
BW
m}
IN
IM
321
3B1
3W
YA
'A!
1W
tm0
la&0
11A8
03.3
W.B
01.1
IB.B
T.B
W.°
M.a
MS
419
dIB
YN
TB
162
R10
1[0
1}}
189
181.3
101.1
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H]
91.0
HB
WO
WO
26.6
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H11111H
W}
ISB
1°l
331
1B1
R°
?38
2L
1W
1I00
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B&B
6].6
40]
424
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=I
M°
410
3T1
MB
3M
2M
99
1B1
113
IW
Mo
M.B
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31.0
Ile
S&1
W
M.1
31.8
ffi1
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C01
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Im
WA
281
1W
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m[
1W
1M0
109.1
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43°
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W.4
210
9.0
me
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BW
an
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188.
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1@°
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1&B
no
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11.6
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NB
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2T
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81.0
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20.9
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118
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18.0
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1-
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1.21
1TI
I 16°
1 113
TABLE 2B
Meh&r
B IION: R.IX ote.le
MtMlryLa: Y10E1w UMean 1l1'ENOUIacm
Ca .l
30XGm.
yly Ny
Wmw
Tebta UB
IIOOON PIU FBIN WU PT VAM N011l
114'B9D00 MIB'EYA V4'be ENO :Ia.IM SI3 biM alRbled
YIC FIm UOewn IM'ENOMxm PppmMld Mo-wm PWIHNIa BOrex 1n519amY( BOIn'(G9)
Anchor Clip Panama
E4H WIvnew1
1'
111Y
1'
YI]L
Y1R'
1'
9UP
1'
M?
Y
}IIB'
1'
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0,
EmmO Eft
13'1'
LVI'
184•
tdl4'
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LI/1'
1411'
I-011'
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4V1'
11/P
Y
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Mh O.C./HIXrM�4or OfwICIN(M. It
3Wm
SOW
4Wm
Wm
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1mm
Im
IRS
elllm
f01 WX
&Blm
911b
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lm
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4Wb
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WA
NIA
NIA
WA
Me.
NU
WA
WA
WA
WA
Nam
P85am
NSIB1
1fW
Iimm
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AWN
imb
BWm
IENm
1Mb0
MOm
BWm
WA
1NIm
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BN Im
1N2m
N2m
2NpH a®anr MN. o.Clu23bfMMrwgIM.Ek
Imm
P21N
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fWm
1]°]/IAm
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t01m
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M31m
NaN
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MON
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WA
WA
NIA
WA
IW 6e
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WA
WA
WA
NOTE: FORTHE OFFSET CLIP, USE
FIGURE I: FIGURE2: TABLENOTES,
1) SEE SHEET I FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING.
SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIDTHS IS ALLOWABLE.
FIGURES:
ANGLE CLIP MUST
BE
USED IN PAIRS,
FIGURE*.
FIGURE 5: FIGURE&
• • •
)X (MULLION CAP.,-V =ANCHOR CAP. -
THIS FORMULA TO OBTAIN THE'ANCHOR
%CRY REQUIRED' CORRESPONDING TO AN
JAL PRESSURE REQUIREMENT FOR THE
NING, WHEN IT IS LOWER THAN THE MULLION
ACRY(FROM THE TABLE) OF THE SELECTED
LION. IT WILL YIELD A MWIMUM ANCHOR
ACITY WHICH MAY BE USED TO QUALIFY
RIDNAL ANCHOR OPTIONS FROM THE
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
"HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-21
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE LOCATIONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO AS NI C.90. WOOD SHALL BE PRESSURE -TREATED
YELLOW SOUTHERN PINE WITH MSG OF B. . ALUMINUM SHALL BE 608 T6 AND BEA MINIMUM OF.125'
THICK. STEEL STUDS TO BEA MINIMUM GRADE 33 MID.04S THICK (18 GAUGE). STRUCTURAL STEELTO BEAT
LEAST.I2Y THICKAND ASS. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. #10 6 #12 ANCHORS INTO WOOD MAYBE STEEL, 1&8 S.S. OR 410 SS.
A,( LYNN Af/('I,�ii
:ep
x . No. U705 ]: G
fE F'
NF(OA1- R10B;:'
A. LYNN MIbhEN,0"
P.E.
TABLE 3A
Mullion Capacity
Table
m!NIT
mUBo,M)
Opbnma WIOm
(forwNCAlryapeMlp
Puslow) or
Opening HeIBM(]oriRArAmaly-sPEMr0
No
Peelen@tlu
IWF
TBP'nlmq RaclmPlu
TeW01eR
I
P4al
130E
lea
d
R`=w
110E
=1112
LN"Eu
SDI.
Wh
LaNmanB
PSInWu
701n
Ti0pm1m0.
PgMplu
Wln
TIdWr0ai4
1 X3.16X
PgeV.RceIsImlo
Map
Leslro
LwJnO
LMmq
LNOro
LNOaB
Learygro
LNOnB
LeaaFBa]6
ld
Id0�N
Alum.Mu01Bn
+,lRB
N6
VIA
000
1T0.0
SRO
I10.0
BR
170.0
51B
110.0 I110
It00 NI 1i0A 1N0
IT0.0
N1
110.]
1301
1]0.0
01
INA
IMI
110.0
621
111.E
1301
MID
NI
42F
1700
1105@D
1]!
IiB.O
iN
I10.0
1R.0
60{
1]0A
BW
1iQ0
BM
1m0
Itd]
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32.0
-w-
M
row
176
No
41
N
M
guIno,or
Von
TuawwI
Moding
R.W1911
Vg`g`,1
17-0.0
Ino
170A
1317
cm 1
JWA
On
v
—Im
-IM
14M
-Lm
1247
amrMORCAPACIWADJU
Anchorce
ad
151
I I I I I Im
Tablo 11,93
mu
111rft;
li'M
AnchorClIpPallons
"g'
Sup MI [4
1-114
g
gon,
3u Im I nggu
I —
I I
wo
Ing,
I m m
Ing"I
4 n -E:L� i ILE- M Mo
161
2M.
1 11
A IN
i
Imm
FIGURE 1:
FIM
FIGURE 2.
F - -1 F -1
FIGURE 3
ANGUE �UP (FIGURES 14) MUST BE USED IN PAIRS.
TABLENOI
"E"SHEE" FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 26 FOR INFORMATION ON LOADING.
121 SI 2-4 FOR GENERAL INSTALLATION METHODS.
2) UNENR INTERPOLATION BETWEEN MULL LENGTHS ANI OPENING WIDI IS ALLOWABLE.
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR ExACT DIMENSIONS, SEE SHEETS 21-21
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23
FIGURES SHOW SUGGESTED. APPROXIMATE HOLE MCA [TONS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI Sol SPECIFICATIONS. HOLLOW AND GROUT-FILUED
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM �, WOOD SHALL BE PRESSURrTREATED
YELLOW SOUTHERN PINEWITH AN 80 OF 0I ALUMINUM SHAU. BEIASST5 AND BE AMNIMUM OFA2�
THICK STEEL STUDS TO BEA MINIMUM GRADE M ANI THII GAUGEL STRUCTURN-STEEL TO BEAT
LEAST.125' THICK AND AI ALLANCHORS INTO METAL SHALL EIcTENO AT UEAST38CREW THREADS BEYOND
THE MATERIAL. #10 & #12 ANCHORS INTO WOOD MAY BE STEEL. 18-8 S� OR 410 S.S.
THE
IYNN 4114
ipq
q
A I . YN�I)4aERI
Mull Dimension
jeheet #)
POT Padf
�Cilp
0 n
U"L
p
1�91-
T X4' XW (16)
==
' L
1 68112
6r62=6IM
I Z' X G" X.25" 1 7)1
666M
1 666262M
I
STANDARD CUP
606�TGAUUK
2.00W XSECY10N
NCTES�
i) HOLES TO BE DRILLED IN THE FIELD FOLI-OWING 12S.
DIMENSIONAL RESTRICTIONS GIVEN ON THIS SH�..
2)SEE SHEETS &20 FOR SUGGESTED, APPROXIMATE
HOUIELOCATIONS. 14
3) SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. S11—
Sew
t--2.00W----j
CUTHE T
3.500- CREATE F-CLIP.
.37W SEE DETM F. .375'
MIN. I SHEEr4 MIN.
I I
ir -------- --- --- --------
MULLION
60S3-mA-UM.
X�ECTION I
1
I
'7 ------- ------ ---------
I L- STMDAROCILIP
ENTER OF ANCHOR HOLE MUST UE GOSSMAWIM.
Z-,WITHIN
THE WHED BOUNDARY. SEE TOWIEW
SHEETS 6-2D FOR THE ANCHOR O.C.
DISTANCE MA)flMUM ANCHOR HOLE
DIAMETER: ANCHOR DIAMETER. 1fIW.
5.500-
CUTHERETO
CFCA�C�Up.
I
.376.
.3?W SEE DETAIL F.
MIN. r - �WF�A
FMIN.
rXWX.2V
MUUU0M
OW3.1 AUUK
6A
X�ECTION
q—
-7 ---
-------- -
4.W
I --
STANDARD CLIP
G�T6 ALUM.
TOPMEW
U4UP
6063�T(3AUUK
2.12V X-SECTION
L 1 125-
SAW
ALL
/ CENTER OF ANCHOR HOLE MUST LIE
—MTHIN TfIg DASHED BOUNDARY. SEE
SHEETS 6 20 FOR MEANCHOR O.C.
— DISTANCE. MMIMUM ANCHOR HOLE
DIAMETER ANCHOR DIAMETER - 11W.
37F
7, -,T
SAW
Ir
Ll I
U-CUP
6W3"ALUM.
usEDroRrX6'MUU-ION,SHEETI7
TORVIE10f
—1 [--.126-
2X6ANGLE CLIP
aw�Te ALUM. 2
2.00V X�SCTION
126'
3.
muuu-
---------------------
LL
/ - - - - - - - - - - - - - - - - - - - - J
2X5 ANGLE CLIP
6W�TSAWM.
TOMM
—.376-
MIN.
.37V
MIN.
V5ANGUECUP
sw�WALUM.
TOMM
V: 7
x A mli! PE.
FL P.E.4 68705
WPUEVSIN
EvENTCA-MUL6014
I
THE BUILDING SUBSTRATE IS MOM TO BEMCD ON ALL FOUR SIDES. WE WINDOW FRAME DEPTH IS Mle.WE OPENING REQUIRESAIDESIGN PRESSURE OF -SSIY�.O FOR.
I)IMTMLYMSUMING�ATAi-WDEMUWMISSUITMM,7HEMVUIONLENMIS72-MO�EOPMNOMTHI53r-32-1-�.Rff�NCINGSHEU25,�E�UMUSNO
RECTANGULAR LOADING MUSTSE USED. SCAN THE MULLION TABLES FOR AMULUON THAT IS AT UffikSTTHEWNDOWFRAME DEPTH OF 2-114-AND VOLL NEU OR EXCEED WERIIUIRED
DESIGN PRESSURE OF W.W-60.0 POP. IF THE TABLE DOES NOT SHOWTHE EXACT SIZE� USE WE NEXTILARGER SIZEAVAR-ABLE.
OB`
FROMTABLE 3A. SHEET 7. WE 1'X 2.75- X.375' MULUON RENGTH . 72. OPENING MOTH - 70') MEETS THE DEPTH REQUIRED, HOMVERTHE DESIGN PRESSURE IS4583 PSFAND MULD
F"N91T..oN
PETIEW.
NOT BESUiTABLE FORTHISAPMCKTION.
PA ms
SIUM78
24
MOM TABLE 4A. SHEETS. THE I-X 2.75- X.00- MULUON (LENOW - 72'. OPENINGWDTH - TnHAS ADESIGN PRESSURE OF.M.7 PSFINHICH EXCEEDSTHE REQUIREMENTS FOR ME
OPENING AND MY MUMD INTHISAPPLICXTION. NOTETHEANCHOR OF M LOS.
WON
XGTH
2) USE TABLE 4D TO FIND ME ANCHOR TYPE.ANGIOR QUANTITY AND CLIP TYPE REQUIRED FOR MEWOOD SUBSTRATE. DOM ME STANDAROGUIRMTH(4)MANCHORSANOTHEM
MG�CLIPSWTH(4)012MCHORSHAVEAW��OFMLBS.THOUGME"MONE�LOBEUSED,�EUMD�UIPISMI�IONVALL.
E
3)VMIFYTHE DESIGN PRESSURE OFTKE FENESTRATION PRODUCTS USED MH THIS MULLION SYSTEM.THE LOWIM DESIGN PRESSUREOFIVULUONS M FENESTRATION PRODUCTS. WU.
.8 s
APPLY TO THE OVERALLASSEMBLY. FINAL DESIGN PRESSURE REQUIRES WT,NE DOW WE MULON AND WE FENESTRATION PRODUCT BE INSTALLED IN ACCOMANCE WTH ME
21
INSTALLATION SPECIFICATIONS IWO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULUON.
IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS -1�600 POP. THE OVERALL MULUON SYSTEM WAS DETERMINED TO SE 72.7 PSF WITH AN ANCHOR CAPACTY OF 08
ME ANCHOR CAPA(M ADJUSTMENT FORMULA MUM HAVE BEEN USED TO CALCULATE ME ANCH OR CAPACITY REQUIRED FOR WE EXACT DESIGN PRESSURE OF 60 PSF'-
---
E:�2
(60 PSF�X MOM MOMS (�YBEUSMTOQUAU�OiOU�SC�MOMWM4B)
(72
P .
mmm
EXAMPM�NULTIPUEMULUONS
THE BUILDING SUBSTRATE IS MCVM TO BE CMU ON THE JAMES AND USES ACONCRETE HEADERAND SILL. ME WINDOW FRAME DEPTH IS 2�.INE OPENING RSQUIRESA
DESIGN PRESSURE OF -50 01-65+0 PSF-
FOR ME VERTTGA- MULLION:
1) INITLAULY ASSUMING THAT A V WOE MULLION IS SUITABLE. ME MULLION LENGTH IS U�TTWMM` AND ME OPWING WOM IS 36�Wi' -7Y. REFERENCING SHEET 25.
THE COLUMN USING RECTANGULAR LOADING SMALL BE USED. &GAIN THE MULLION TABLES FOR A MULLION Wx� IS AT LEAsTME WNDOW MANE DEPTH OF � AND WILL
MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF -0.01-55.0 PSF. IF ME TABLE DOES NOTSHOWME EMU SIZE. USETHE NEXT LARGER SIDE AVAILABLE.
MOM TABLE 3& SHEET 7, ME 11 X Z75- X �W MULLION (LENGTH . 1W. OPENING WM . W-) MEETS, ME DEPTH REQUIRED. H� ME DESIGN PRESSURE IS +1.1&1 POP
AND WOULD NOT BE SUITABLE FOR THIS APMCATION.
MOM TABLE 12A. SHEET 16. ME rx � x isr mmuom (MNGTH - IOW. OPENING WDTH - 8y) HAS A DESIGN PRESSURE OF 4-64.7 PSF WKCH EXCFEUS ME REQUIREMENTS
FOR THE OPENING AND MY BE USED IN THIS APPLICATION. VOTE ME ANCHOR CNPAC� REQUIRIED OF 971 MS.
BECAUSE IT 15 NOW KNOWN THAT ME MULUON WILL ADD r TO THE WDTH OF THE MULLED UNIT. ME ADXJSTI5D OPENING NOTH IS 36`-36�r�e. NOT 73� AS PREVIOUSLY
ASSUMED. VERIFY THAT ME DESIGN PRESSURE IS STILL APPLICABLE FOR ME ADJUSTED OPENING. �TERNATPVELY. ME WINDOW WDTHS MY BE REDUCED TO MAINTAIN
WE 7r DIMENSION
21 USE TABLE IM TO FIND ME ANCHOR TYPE, ANCHOR QUANTITY AND WP TYPE REQUIRED FOR ME CONCRETE SUBSTRATE: H. ��S 2u �MMI��T
FOR ME HORIZONTAL MULLIONS:
BECAUSE ME WRTICAL MUL. WU. BE A 2- X C X IW MULLION. IN THIS EXAMPLE WE MAU. MATCH THE HOMONTAL AND VERTICAL MULLIONS, �TERNATTVELY. MOVER
MILLION TYPE COULD BE CHOSEN.
1) ME MULLION LENGTH IS 36- AND ME OPENING HEIGHT IS 32,7z�r .10T. REPERERMS, SHEET 25. THE COLUNIN USING TRAPUOJDAUTNVANGULAR LOADING MY BE
USED. FROM TABLE 12A. SHEET 16, ME T X P X " MULLION (@ LENGTH - 4V. OPENING HEM I 120PI HAS A DESIGN PRESSURE OF +LI70A PSFVftlCH EXCEEDS ME
REQUIREMENTS FOR ME OPENING AND MY BE USED IN THIS MPUMW� NOTE WE ANCHOR CAPACITY REQUIRED OF RZI LBS,
CUPSMH
DISTANCEOFI-GIVESAN
MCHORCAPACrrY OF Ul LOS.
4) FOR ME U�CUP IN THE HORIZONTAL MULUON TO VERTICAL MULLION. USE WE SME ANCHOR CAPACITY OF 621 US. TAM 12D FOR ME U-CUP SHOWS ME ANWOR
CAPACITY IS 1074 LBS WHEN USING 3 ANCHORS. MICH IS GREATER AND THEREFORE surASM. rORTHE REQUIRED ANCHOR CAPACRY REQUIMMENTOF 621 I.M. WE
ANCHOR TYPE IS A 912 STEEL SCREW.
FROM THE MOW STEPS, OUR MULUON DESIGN PRESSURE IS:
./44.7 POP FROM ME VERTICAL MIJUJON:
.1-170.0 POP FROM ME 3V HOMZONTA. MULUON ATTACHUNG TO CMU:
.1-170.0 PEP FROM THE 3V HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSE=ON�
ME LOWEST DESIGN PRESSURE IS .1-04.7 POP AND MUM APPLY TO ALL OFTHE MULLIONS.
�IUFY ME DESIGN PRESSURE OF WE FENESTRATION PRODUCTS USED YAW THIS MULLION VSTEM. ME LOW�R DESIGN PRESSURE, OF MULUONS OR FENESTRATION
MooLOTS, WUL APPLY To ME OVERALL AMEMBILY. FINAL DESIGN PRESSURE REQUIRES MATME BOTH THE MULLION AND ME FENESTRATION PRODUCT BE NSTALLEO IN
ACCORDANCE WITH ME INSTALLATION SPECIFICATIONS Mo RESPE� SUBSTRATES AND FENESTRATION PIRCIDUCTS TO MULUON.
;(: : W. 0705
LAN Mil
FL P.5.0
Ev
EXAMPLES OF RECTANGUILAR LOAI]INGI
00.0
LOADINGOFVEATICALMULUON
SlU.OFWlNDGWSNOTANCHORED
PRO,,
irp'lle
1-01
ion ATICALMULUON
SILLOFW[NDOWSNOTANCHOITED
WITH INTERSECTING HORIZONTAL MULUONS
LOADINGOFHORIZONTALMULUON
WTHINTERSECTINOVERTICALMULUON
LOADING OF VERTICAL MULLION LOADING OF VERTI(IAL MULLION
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHORM WITH 1NTERSEMNG HORMNTAL MULLIONS
�PUES OF TRAPEZOIDAlUTFUANGULkR LOADING:
LOADING OF HORRONTAL MULUON
LOADINGOFVERTICAL
MUUJON
Fo/or
, " 1111"le
0
'00
610,04
0
LOADING OF HORIZONT& MUUUW
UOADINGOFHORZONTAI.
MULLION
LOADING OPMEPtTICAL MULLION
LOADINGOFHORIWNTAL
MULLION
NOTES.
HDRAWINGSARE
REEFUiSENTATIONS OF TYPICAL
A�.Nal(*-02,1
CONFIGURATIONS.
E
CONFIGURATIONS NOT SHOWN
MAY BE EXTRAPOILATED FROM
lll�- 14-.
THOSE SHOWN.
2) IF THE LOADING TYPE CANNOT
100".. y
f /Z
EEOETERMINFD.USE
..... -
F1
RECTANGULARLOADING.
3) SEE PRODUCTS! APPRCAOL FOR
Z No. 5870r
ACTUAL ANCHOR LOCATIONS.
ST
�'L Rl
E.
FL P E 11158705
I RECE)\'7D SEP 2 j 20117
MIAMF MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miarni, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.mismidade.gov/economy
PGT Industries Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Mianii-Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID).
This NOA shall not be valid after the expiration date stated below. The Mami-Dadc County Product Control Section
(In 1�fiamii 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 die 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 IISGD-680" Aluminum Sfiding Glass Doors w / wo Reinforcements — Non -Impact
APPROVAL DOCUMENT: Drawing No.8100-12 Rev C, titled "Alum Sliding Glass Doors -Non -Impact", sheets I
through 20 of 20, prepared by manufacturer, dated 08-22-07 and last revised on 06108116, signed and sealed by 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.
MISSIELE IM[PACT ]RATING: None: Approved Hurricane Protection devices, complying w/ FBC, as
applicable are required.
Limitations:
1 . Max eight (8) Panels configuration is allowed per tables 1 thru 4. The inside/outside comer units are limited to (4)
panels each side (total 8-panels) per tables 1 thru 4.
2. See sheets 3, 4, 5, & 6 for Design Pressure (DP), glass type, sill type for positive DP limit applicable
reinforcement sheet 13 (tables 2 thru 4 ) and anchorage requirements. See sheet 8 for anchor clusters at tracks and
90' comers. See Pocket anchor details in sheet 10. See glass options and spacers in sheet 2.
3. Pockets are under separate approval. Pocket & Egress applicable 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.
TERNWATION 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 entirely.
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 #15-0609.11 and consists of this page I and evidence pages E-1, as well as approval
document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
%00
NOA No. 16-0629.05
Expiration Date: March 18, 2019
Approval Date: July 28,2016
Page I
VIII-TEMPEREDGI-ASS
47
34 OR 38
OUTSME
VIG-TEMP15REDGILASS
.6v NOM. �Scn
;I.ASS BIrrE
GLASS TYPE 74
311 13"TEMPERED GLAZING DETAIL
114-TEMPEREDGI-ASS
E34 OR 38 47
t"', � n�
71w NON.
.W NOM.
1I.A33 BITE
GLASS TYPE 76
9�t��
i 7wNOm.
318' MR SPAM
65- NON. I MYTSIDE
GLASS TYPE 75
114"TEMPERED GLAZING DETAIL
GLASS TYPE 77
STRUC`TURM.
IOLYISOS�
Wl� DESICCAW
RUWL&
DESlIXANT
FOAM
EXr. GI-NSS ,
S`rRUCTURAJ.
SUCONE
FOAM
WITH
DESICCANT
NOM.
�ABEBIM
GI-ASS-v
Part It
Description
78
Kommding4SGTPSSpmerS ystem
79
Quanex Super Spec er nXrwfth Hot Melt Butyl
See this
Sheet br
80
Quanex Dumseal Spacer
I
materials
81
Cardinal )3- Edge Spacer
maAr" a Seim
POLYISO-
BIm6uENa
SIEA.
ROU-FORMED
STAIN�SS S'rEEL
EXL�Ss,
14- NON.
KODISPACE
4SG TPS
DURASEALO
8SPACER
GLX5S
mooucmvtw,
MELT B�
A�N
-wlwNOK
EVIM" �--3
SUPER
SSPACEONXT�
M,TTFILLAREA
-W�Nom.
IUQONESE�
XL EDGE m
SPACER
GI -ASS
ALUM. SLIDING GLASS DOOR NOMM
ix 2 .20 8100-12
..............
A. LYNN MIftlFR, P.E.
P.E.# MIMS
GLASS TYPES:
.HEAD &
�JAMBANCHORQTY.
37,38,39,40
SILL (FI&S) INTERLOCK &
�P-HOOKd
NON.
PANEL
WIDTH I
FRAME
SIDE
0
0
DESIGN
PRESS.
24- (M)
k(28)AMB
&S
H S
�M'
myTI;
P qOOK
4H OK
4 4
DESIGN
PRESS.
30-
�im
H&S
H&S
r4-1
J �q
15 is I
P OOK
6 6
DESIGN
PRESS.
-1201-lU
1
LA+i
DESIGN
PRESS.
12Qf-IW.
42- (m)
H&S
C�2 C3+2
B
16 16
P K
DESIG
RESS.
+lW-ll
+2
CL+2
14
5
5
AjjG�Pemd I.G.
CORNER ASTRArAL CLUSTER PLUS ANCHOR CITY.
0
z 0 z z 0
8 8 0
NOTES,
1. POSITIVE PRESSURES IN TA13LES ARE BASED ON THE USE OF THE 6 114- SILL.
2. WHEN USING THE 2 3W SILL, POSITIVE DP IS 60.0 PSF MAX, WITH THE 3 la- SIU, POSITIVE DP IS 73.3 PSF MAX AND
WITH THE 4 10 SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEETABLElA.
LiT
SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1518* SILL IS NOT "'T
3.2 314". 31/2". 4 I/Z* AND 6 114 " "U
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 N LAY BE USED
HEI(
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM);
THIS CON DITION IS NOT RATED FOR WATER INFILTRATION. I
4.ANCHORTYPES: 1. 114� ELCO ULTRACON (FORMERLY TAPCON) 2.114�ELOOS!34CRETE-FLEX 3. #12 STEEL SCREW (G5)
6. SEE SHEETS 7 THROUGH 10 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.
�R�
PABQXI�
�a�l
TABLE 1A
HLL HT. VS POS. DF
POS.
SILL DESIGN
HEIGHT PRESSUR]
16/8" NIA
2 314� -50.0 PSF
3 1/2" 173.3 PSF
4112- +100.0 PSI
5 1/4" 11120.0 PS
OH LENGTH
OH LENGTH
OH HEIGHr
......
EQUALTOI
0
0
OR GREATER
1,
SEE NOTE 3
C(
)OR, NON -IMPACT
S�o I NTS 1 3 , 2D 1 8100-12
CLUSTER PLUS ANCHOR OTY. PER PANEL
kelj�y,l
NOM.
PANEL
FRAMEJ
I SIDE
0
o?
0
0
0
z
8
TABLE 2A.
SILL HT. VS POS. DIP
-WIDTH
PCs.
S
LA.1
C4.1 5+2
C-4-1
C4+1 C6+2
C01
C4+1 08+21
C4+1 I C4+1 I C7+2
C4+1 1 C4-1 1 C7+2
C4+1
C4-1 C8+2
C�l C4 1 +2
+1 1 9+
SILL
DESIGN
24"(20)
ME
I�
12 1 10
13
13 10
14
14 11
11 1 11 1 12
17
17 13
18 18 14
19 1 is
I
HEIGHT
PRESSURE
P-HOOK
4
4 1 7
4
4 7
5
�- -7
a 5 a
5
5 9
6 9
a 6 10
1
DESIGN
PRES&
-izw-zm
+lzw�uu
.12W-200
+IZUI-151.4
+
20/-187.4
2W.1 7B.4
+120/4681
1 5t8l'
WA
C4+1
I r0i I C7+2
C4+1 C4-1 C7+2
1 C4+1 CO-2
1PE12
1 Gi551 C9F2
1 1 2
L IS
is 16 12
17 17 13
2 3/4"
+50.0 PSF
5 5 a
5 5 9
6 ONO
DESIGN
PRESS.
�lwul-lw
+izul-lw.z
+12W-151.1
�121N-143.3
+120t-135.2
+izw-im.0
+120/-126
+111.11'..
3 112"
+73.3 PSF
H&S
I C7+2
C4+t I CZ?
C4+I C�i C7 2
C4 1
04+1 C7+2
C4+1
C4+1 7+2
1 1
1 CS+2
C4+1 C4+1
C8+2
w (30)
ME
15 Is 12
Is 16 12
16 1 12
16 16 13
16
16 13
17 17 13
17 17
1 13
18 18
14
4 1/7'
+100.0 PSF
P�HOOK
5 5
5 1 5 a
5 8
5 5 8
5
5 8
5 6 9
6 6
1 9
6 a
9
1 51K'
1+120.0 PSF
=ESIGN
PRESS.
+ 2W-15S3
+1201-1 .9
+12011-1 .6
.1
0.1t- 0..
-C7-+-2
+102.71-1
+
+ .9"]� ..9
+ . -034
�;2 1 C4+21 C7+3
+2 C4+2 C743
C4+2 1 C4+2
C6+3
C4+1 G4+1 C7+2
T
G4+1 C4-1 C7+2
G4+11 2;1
1 CIL2
7 15
IT 17 13
16
13
16 LS 1 12
16 6
L
2
16 16 12
16
2
SEE NOTES
1-3
5 5 9
�mE�
8
5 8
8
DESIGN
PRESS.
+ 2W.W,.5
+12W.131.9
+IM.107.4
�913151-96.5-
+
1. -
Has
C7.
+ 1
U-2
(�r 1
1 C4+1
.7-2#.4�ft
7+2
48'(40)
ME
19
19
1 14
1
19
14
is
18 14
Is Is 14
T7
1 ly
13
17
1
13
P OOK
6
6
9
0
8 9
6 0 9 j
5
1 5
1 i
1 9
1 6
1 0
1 a
MMI)CtREVUED
DESIGN
P ESS,
'_142
2 1.
Q
+
W-12 .9
+1
�� SEE E)AMPLE OX)6-6614R ANCHORAGE PLANAND
umbi�iGHTDOOR_ANC119RACEPLAN ON SHEET7
PANELS OVER 48' WIDE NOTAVAII-ABLE OVER W HIGH
A., 14 Zip. as-
C4+2
I C�2
CS-4
C4-2
.2 +
2 C4+2 C7-4
20
1 20 15
20
1 2D 1 15
20 W Is
I
6 �lb;,16
10
6 4109of-It
L
a b lu
DESIGN
PRESS
. 051-113.6
61r(w)
+2
1 C4+21
C7+4
�-21
C4+2
1 C8+41
�+Z
1 +21 +4
7 1-
JAMS
17
1 17
1 13
1 18
1 18
1 14
1 20
1 20
1 16
.1
21 16
OR LENGTH
NOTES:
1. POSITIVE PRESSURES IN TABLES ARE BASED ON THE USE OF THE 5114- SILL.
-
I I
OVERHANG
2. WHEN USING THE 2 314� SILL, POSITIVE DP IS 50.0 PSF MAX., WITH THE 3 M' SILL, POSITIVE DP IS 73.3 PEP MAX AND
r
OHLENGTH
WITH THE 4112'SILL, POSITIVE DP IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEETABLE2A.
OR HEIGHT
3.2 3/4', 3 112". 4 IIVAND 5 1/4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I W SILL IS NOT AND MUST
OR
E,
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAYBE USED
HEIGHT
U L 1
EQUALTO
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM
ORGREATER
ol
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
L
4. ANCHOR TYPES: 1. 1/4� ELCO ULTRACON (FORMERLY TAPCON) 2.114' ELCO S84 CRETE�FLEX 3. #12 STEEL SCREW (GS,
6. SEE SHEETS 7 THROUGH 10 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.
SEE NOTE 3
Pa M m
DP ANCHORAGETABLE2
�ALUM. SLIDING GLASS DOOR, NON -IMPACT
A LYNN MILLER, P 9
'K
M�7
1-1
NTS
-
1 4 - 20
8100-12
Nom.
PANEL
WIDTH
FRMEJ
SIDE
z
8
z
DESIGN
PRESS.]
-1201-
24'
C4-1
C4.
12
12
P-HOOK
4
4
E§*
P DESIGN
PRESS -
PR
10
0' (2)
H&S
4
�'fi
11201
15
15
j(20)JAMB
HOOK
5
5
3
DESIGN
PRESS.
+12W.
W(30)
H&S
C5+1 G51
C,
JAMS
III it
P-HOOK
6 6
711SIGN
PRESS.
+12w-
4r(36)
2�+2
JAMS
limsil�
OOK
6 6
DESIGN
PRES&
+12W.
C4-2
04-
2c
a
6
DESIGN
PRESS.
+12
W (46)
T—H—&S
7M—+2 FG-4
FAMB
z 0
0
ANCHOR QTY. PER PANEL
18 8 Z8
PANELS OVER�' WIDE NOTAVALABLE OVERW HIGH
NOTES:
TPOSITIVE PRESSURES INTABLESARE BASSOON THE USE OFTHE5114'SILL.
2. WHEN USING THE 2 3/4' SILL, POSITIVE DP IS 50.0 PSF MAX., WITH THE 3 112' SILL, POSITIVE DP IS 73.3 PSF MAX AND
WITH THE 4 11T SILL. POSITIVE DP IS i00.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 3A. H
SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I 518"SILL IS NOT Al I ST
8 TABLE 3 WD M�
3. 2 3/4', 3 112". 4 112* AND 5 114 Y BE USED HEIGHT
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRES URES SHOWN IN �IAGRAM);
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA BUILDING CODE (SEE ADJACENT L
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. 5) L
4. ANCHOR TYPES: 1. 1/4' ELCO UILTRACON (FORMERLY TAPCON) 2.114"ELCO SS4 CRETE-FLEX 3. #12 STEEL SCREW (G
5. SEE SHEETS 7 THROUGH 10 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION.
Pa�lw
�,R�4
S� I NTS 1 5 1 20
OH LENGTH
SILL HT. VS POS. DIP
POS,
SILL DESIGN
HEIGHT PRESSURI
15/8" WA
2 3/4" +5D.O PSF
3 1/2' +73.3 PSF
41121 +100.0 PSF
6 114' 1-120.0 PS
ON LENGTH
OH HEIGHT
EQUAL TO 1
0
ORGREATER
S�E NOTE 3
66 6 etf
t
-3
)OR, NON -IMPACT
Tb��-__
&LYNN ALLER' P.E.
1 8100-12
1 c
P.E1,58M5
PLUS ANCHOR CITY. PER PANEL
I �JAMBANCHOROTY. >P-HOOK ANCHOR QTY. fSEE DETAIL SHT
NOM.
PANEL
WIDTH
J
FRAII�
SIDE
u �
�
0 �
a li
0 �
1 � .
8
-
8
z
0
U
z
a
a
0
8
ci
0�
TABLE4A-
SILL Ht Vs POS. DP
POEL
-
DESIGN
P R-E SS.T
120P200
0
.120/.200
+ 201,20t
1 +1201-200
+12W-200
.1
+
+ -
1
C6+2
05-2
04-11
C4+1 I C�2
C7+2
C,1+1 +1 -2
4+1
+
SILL
DESIGN
24" (20)
12
12 1 10
13
1
10
14
1 14 1 11
15 Is 12
16 16 3
17 17 13
18 Is 14
IS 19
15
HEIGHT
PRESSURE
IP-HOOKI
4 1
4 1 7
4
4
7
5
5 7
5 5 a
a 5 a
-14�Az 9
6 6 9
6 6
10
1201-20D
+Izw�uu
+izut-zuu
+ 2DI-18 .4
2 . 87.4
.4
+ 2=W-1 .4
.1201.1
.2
1518"
NIA
24+1
LA+l CT7i2
C +
C'+I LAO CTi2
1+1201AS1.7
04-1 C4+1 M-2
C4+1 C4+1 C8+2
C5+1 I C5+l I C�2
C5+1 CS+I C9+2
C5+1 C5.1 C9+2
+1 C +1 C9+
-
1 12
17 17 13
17 17 13
20 20 15
20 20 15
20 m 15
2314"
+50.0 PSF
P!!.O'�.
5
5 a
5 5 8
a 5 9
5 5 9
8 B 10
6 6 10
6 6 10
DESIGN
PRESS
�12W-2W
+12W-175.7
120/4612
.12ul-162.2
2W-laz2
+ ml-16&3
+12 -144.3
3 IIT
+73.3 5
H�s
2021 L4821 3-3
C4+2 08-3
C4+1
C4+1 U13
C4+1
1 C4+1 C8+2
C5+1 C5+1
C9.2
C5+1 C5+1
C`10+2
C�l C5+1 C10+2
I
I cl
TI V
35-(30)
M
14
lb lu 14
�C4+J2
1�
19 14
18
1 L8
�o
19 19
16
21 21
16
21 le
41121,
+100.0 PSF
P-HOOK
6 1 U 1 9
6 a 9
6
6 9
e
6 1
0
lu
6
10
6 u I lu
6
6 10
-
DESIGN
PRESS.
+12W-183 . .8
+1201-172.1
2 -157 . I
2ul-1
b
+ 201-1
.6
5 11
5 114"
�EEE
+120.0 PSF
04+21 C4.2 CS+31
C42
C�1+2 CS+3
C4+21
LA
M
C4+2
C4+2
CS-3
C5+1
571
�2
will
-NOTES
19 19 15
1 19 19 15
1 1
M2+3
20 1 25
IT
20
20 15
21
21
OTJ
1-3
u u
6 10
6 1 6
10
6
a 10
6
1 6
1 11
DESIGN
PRESS.
Izw-lw 4
+
LCB+4
1 12W-143.8
1
+10&.115
+lw-115
+lw-Il5
+,01-115
C4 2
1 +21
C1+4
C4+Y
Vw
+2-T
C�1+2* G4-2 C�3
G4+2
C4-2 2
+21C8+3
C4+2
C4+21C9+31
i
20
20
15
20
20 15
20 20 Is
20
20 M
18
1 1��
I L4
20
1 20
1 15
1 21
1 ZI
I M
FRODuc r um9p
6
1 u
1 10
0
lu
10
6
6 10
F
9
1
DESIGN
PRESS.
+1 M-142
+11Z 2
+12 - .9
+ .2
PANELS OVER 48- WIDE NOTAVALABLE OVER N' F IIG"
54'(46)
RE
+
C7+4
C4-2
C8+
G4 2
C4 +2
C314
1..
ffllllK.:glK9
10
19
1 lu
1
2D
2 is
2
21
Is
I
67 (50)
r OH LENGTH I
NOTES: -
1. POSITIVE PRESSURES IN TABLES ARE BASED ON THE USE OF THE 5 114" SILL. OVERHANG
2. WHEN USING THE 2 3W BILL, POSITIVE DP 18 60.0 PEP MAX., WITH THE 3 112- SILL, POSITIVE DP IS 73.3 PSF MAX AND OH LENGTH
WITH THE 41/2"SILL, POSITIVE OF IS 100.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 4& OH HEIGHT
3.2 314',3 10.4 1/2 'ANDS 114" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I 5/8-SILL ISNOTANDMUST ON
D HEIGHT
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 4 MAYBE USE EQUALT01
WHENTHE DOOR ISPROTECTED EVAN OVERHANG COMPLYINGWITH THE FLORIDABUILDING CODE (SEE ADJACENT DIAGRAM); ORGREATER
THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. L
4.ANCHORTYPES: 1. 1/4' ELCO ULTRACON (FORMERLY TAPCON) 2.1/4*ELCOSS4CRETE-FLEX 3.#12 STEEL SCRE..,--,
5. SEE SHEETS 7 THROUGH 10 FOR ANCHORAGE SPACING AND EMBEDMENT INFORMATION. -E NOTE 3
-..9r
-Ac;-r
DP AND ANCHOR4GE, TABLE 4
ALUM. SLIDING GLASS DOOR, NON -IMPACT
A.I.I.Mi�RP.E.
PEA5870
�W% &�
- I- I-
NTS
S
810L�12
C
K
I M
�7
M
1-7
..... --------
1. APPROVED ANCHOR TYPES: 1)IWELCOULTRACON(FbRMERLYTAPCONI 2)114"ELCOSS4CRETE-FLEX 3) 012 STEEL SCREW (GS)
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 14, SHTS. 3-6!
HEAD & SILLA ............ 6'MAX FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES, SHTS. 3.6 AT EACH INTERLOCK AND STRAIGHTAND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL ANCHORS PER PANEL (THE 6- FROM CORNER ANCHORS CAN BE INCLUDED). ADDITIONAL ANCHORS 24- MAX. ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS ON SHT. 8.
JAMBS & F�HOOKS 7 11116- MAX FROM BOTTOM AND 24 10 MAX O.C. UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHTS. 3-6. SEE P-HOOK ANCHOR DETAILS ON SHEET 10.
- — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - INTERIOR
At �TORS�ER PANEV ARE THOSE 6'MAX INTERLOCK SEE CLUSTER DET., SHT. 8 ASTRAGAL 6.
T CENTERLINE
[7ATTHE HEAD AND SILL BETWEEN CENTERLINE p t7
I CLUSTERS OR THOSE BETWEEN A . . N 0
c RAME JAMB OR EllE
P-HOOK.
6- MAX I
24- MAX. D.C.
24' EXAMPLE O)O(ANCHORAGE PLAN: C7-3 HEAD & SILL ANCHORAGE (3 PANEL, 2-TRACK EXAMPLE SHOWN) = (23) ANCHORS TOTAL
MAX L3) PANEL, 48"x 96"DOOR FROM TABLE 2, SHT. 4,912 WOOD SCREWS IN WOOD SUBSTRATE
O.C. - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — --
L- . C7+3 & CORNERS = f33) ANCHOR$ TOTAL AT HEAD AND AT SILL
0 0
SEE CLUSTER 3 C7 3 C7 3 C7 3
DETAILS, SHT. 8
i. . . . I . 1. . x
71111
(9) P-HOOK ANCHORS
FIRST ANCHORAT BOTTOM
TO BE P ENDC
GLASS. HORS
THEREAER ALTEUI 7NAT:o
PERPENDICULAR AND 24
PARALLEL TO GLASS.
SEE SHEET 10, P-HOOK
INSTALLATION DETAIL.
S'MAX.
K
w
711116;
1/2'MAX. O.C.
x
24 10 MAX
MAX.
1 711/16
t:�1'24- �AX L. t
1-- 90- CORNER
MAX
D.C. (14)JAMB
ANCHORS
'MAX.
EXAMPLE OX-XO CORNER ANCHORAGE PLAN:
(4) PANEL, 48"x 96" DOOR FROM TABLE 2, SHT. 4, #12 WOOD SCREWS IN WOOD SUBSTRATE
INTERIOR
INTERLOCK CENTERLINE MIN. CLUSTER, TYP. 3 6- MAX
SEE CLUSTER DETAILS. SHT. 8 --4 24- MAX. O.C.
Ra�lw �hl, B,� — — I--
1�1= 1 NTS 1 7 1 20 1 810042
mmmruvlsEo
6-6
----------------- kgp� ----------------- W --------- 116 --- -------------- ------------------
A TRAGAL OR __a�_AIUW INT.
7 INTERLOCK 1656 mwmr.
INTERLOCK 1INT. m INTERLOCK—
INT. INTERLOCK CENTERUN 3.313 CENTERLINE
F—CENTERLINE CENTERLINE 3313
3.313
1.656 3313 F I
2.5291
2.5291 1 .629i
4ANCHORCLUSTER
INT.
Lc� LNT. INTERLOCK—]
CENTERLINE CENTERLINE
3.313
3313
0
2.629:
4,164
..... ....
-TRACK, ASTRAGAL I INTERLOCK 4.TRACK,ASTRAG /INTERLOCK E. 1� -7
4ANCHORCLUSTER 6ANCHOR STER
ALUM
m
PABMIM
�S,Rwm "omq��.0
LASS DOOR, NON-IM
; - 20 1� 8100-12
MIN.
TYR
I* MIN
E.D. l'YP.
2X WOOD BUCK TYP.. SEE NOTE 3
113
_(,Il 318'MIN.
lw 114"
MAX MAX
SHIM SHIM
71(2,T]OCCAANC HORTYP., SEE NOTE 2
DE RACK R ME kD DETAIL AS, 3-TRACK FRAME HEAD
WOOD INSTALLATION WOOD INSTALLATION
WOOD ANCHOR TYP., SEE NOTE 2
SEE NC 5. N. SEE NOTE 5
L
�j3 MIN.
18'
5
q 0 01MIN�T
217MrO.C..TYP.
21713T DO., TYP. D.,
TYP.
DETAIL AE. 2-TRACK FRAME SILL DETAIL)
WOOD INSTALLATION WOOD INSTALLATION
WOOD ANCHOR TYP., SEE NOTE 2
SEE N OTE
>��l 318' M IN.
11 MIN
217132'0.C..TYP. E.D.,
DETAIL AJ, 4-TRACK FRAME SILL TYR
WOOD INSTALLATION
2 . 112 . *MI . N. E . 13, TYP
SEE
NOTE
1/4" 114"
217132-O.C.,TYP. CENTER ANCHC
N
SEE NOTE SEE N
IIN. _rEE
'7"' NOTE I
2 112'MIN .........
...... .... 3.4 KSI
2 10 MIN. E.D. TYP.
DETAIL AK, 4-TRACK FRAME SILL
CONCRETE INSTALLATION
2 112* MIN. E.D. TYP.
SEE
OTE I
lyl 217132"O.C.TYP.
NOTE I
DETAIL AD, 3-TRACK FRAME HEAD
CONCRETE INSTALLATION
CONCRETE ANCHOR TYP.. SEE NOTE 17
ik�NiIN.'E.D.TYP.
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHTS. 7-W.
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114' ULTRACON (FORMERLYTAPCON) -MIN. 1318' EMBED.
OR 114'ELCO SS4 CRETE-FLEX- 1 3/4' MIN. EMBED.
2. FOR WOOD APPLICATIONS USE #12 STEEL SCREWS (G5). IM ELCO SS4 CRETE-FLFX MAY BE USED INSTEAD OF#12 SCREWS.
3. WOOD BUCKS DEPICTED AS Ix ARE LESS THAN I IJTTHICK lx WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. 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).
4. FOR ATTACHMENT TO ALUMINUM: THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF 6063-TS AND A MINIMUM OF 118'THICK. THE ALUMINUM STRUCTURAL
MEMBER SHALL BE OF A SL7E TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN THE DETAILS USING 2x WOOD BUCKS. THEANCHORS
SHALL BE #12 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET. THE FULL DESIGN PRESSURES
USING ANCHORAGE REQUIREMENTS SHOWN IN TABLES 14, SHTS. 3-6 FOR ANCHOR TYPE 3 ARE ACCEPTABLE.
S. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON.SHRINK, NON-METALLIC GROUT, 3400 Psi MIN., (DONE BY
OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.
IF SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY
RAVING JURISDICTION (AHJ).
P.O.BMIM
�a�4
S� I ArrS 1 9 - 20 1 8100-12
bw — LVCZ -
4 1X
-1410 6"ll-
A. LYNN MILIXR P.E.
RuNm
1 318"MIN.
ELCO 1/4- TAPGON (MIN. I WIf EMOSVIALN 1)
1/4' SS4 CRETE-FLEX 13/4'
IM'MAX. SHIM
114"MAX. SHIM
1W MAX SHIM
1/4' MAX SHIM
OR EL= (MIN.
2 lr2' EMBEDM NT)
WOOD
CONCRETE
_�2
� 1 CONCRETE
N. E D.
it
r
MIN. E.D.
TYR
ANCHOR
ANCHOR
ANCHOR
TYP., SEE
TYP., SEE
TYP., SEE
IxWOOD
NOTE 2.
NOTEI,
NOTEI,
5:1
BUCK TYP..
WOOD
SHT. 9
SHT. 9
SHT. 9
SEE NOTE 2L
ANCHOR
ZXWOOD
.1
- SHT. 9
4 3116'
TYR, SEE
2x WOOD
Ml
BUCK TYP.,
lxWOOD
MIN
NOTE2
BUCK TYP.
SEE NOTE 3.
BUCK TYP..
O.C.
SHT.
SEE NOTE 3.
SHT. 9
SEE NOTE 3,
35/1 6.
SHT. 9
SHT. 9
WPIMLJAMB=STIFR
DETAIL AM, 2-TRACK FRAME JAMB
DETAIL AD,
2-TRAQK FRAME JAMB
WOOD INSTALLATION
I rrf,
3A
CONCRETE INSTALLATION
ORZ5 KSI CIVIL, TYP.
13/8"
114� MAX. SH
DETAIL AL. 4-TRACK FRAME JAMB DETAIL AN, 4 CKFRAMEJAMB
WOOD INSTALLATION CONCRETE INSTALLATION
WOOD 2x WOOD
ANCHOR BUCKTYP.,
TYP..SEE SEE NOTE 3,
NOTE 2. SHT. 9
SHr. 9
L
DETAIL AP, 3-1 RAMS JAMB
WOOD INSTALLATION
WOOD FRAMING
�-- 1318' MIN.
WOODANCHOR,
SEE NOTE 2, SHT. 9
ANCHOR QUANTITIES FROM
TABLES 14, SHTS. 3-6.
PERTAIN TO THIS
ANCHOR LOCATION
1318' MIN.
WOOD ANCHOR
SEE NOTE 2, SHT. 9
7 1111 B'MAX FROM
CORNER, 24 112- MAX.
D.C. (FIRST ANCHOR)
ELCO 114' TAPCON (MIN. 13/8- EMBEDMENT)
OR ELCO 114"SS4 CRETE+LEX (MIN. 1 W41'
1/4'MAX SHIM EMBEDMENT)
__2 �l .
CONCRETE MIN.E.D.
ANCHOR
TYP., SEE 1XWOOD
NOTE 1.
BUCKTYP.,
SKT. 9 SSE NOTE 3,
SHT. 9
I43116"MIN C. DIAGONAL STAGGERED
SPACINGO
. TYP. ALL JAMB DETAILS
P.auQxlm
�R�N
34KSI MIN CO�
6111.6 KSI CMU,
DETAIL AD, 3�TRACK FRAME JAMB
CONCRETE INSTALLATION
ELCO 114' TAPCON (MIN. 1 318' EMBEDMENT) OR
ELCO 1/4' SS4 CRETE-FLEX (MIN. 13/4' EMBEDMENT)
CONCRETE ANCHOR,
SEE NOTE 1. SHT. 9
ANCHOR QUANTITIES FROM
-6.
TABLES 1A, SHT. 3
PERTAIN TO THIS ANCHOR
21/2" MIN LOCATION. I 1"MAX FROM
E.D. TYR MAX D.C.
CORNER. 24 112
3.4 KSI MIN. CONIC.
L CONCRETEANCHOR
SEE NOTE 1, SHT. 9
7 11116' MAX FROM
CORNER 24 lIT MAX
O.C. (FIRSTANCHOR)
I AfTS 1 10 - 20 1 8100-12
mbwrmvl�
A
7
A. LYNN MIMER RE
REA �70
k ft .
0.
X.
SEE NOTE 2 /'� I/ DETAIL T' SHT. 16
0)= (2 TRACK)
DETAIL 'W, $FIT. 13 - DETAIL 'C', SKT. 13
RDETAIL'G'. SHIM 15 -'tDETAIL 'H', SHIT. 15
i i 52 =2'MAX DLO TYP. DETAIL V,
PANEL
TYPE
wILI
PANEL
TYPE
PANEL
TYPE
M.
PANEL
TYPE
IF
B., SHT. 13� �DETAIL -C, SHT. 13
SHT. 13 DETAIL'D'. SHT. 13�
DETAIL'E,
191 7116"MAX. WIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
i
R'
V
12
M
Ki
SEE
TY
NOTE
4
—I
106 51w
MAX.
DLO
TYR
j i
SEENOTE2 /11� DE-rAi.,w,,gHT. 16
OXXXp (3 TRACK RIGHT POCKET)
NOTES:
1. SEE SHEET 12 FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX NOMINAL PANEL WIDTH = 60".
2. SEE SHEETS 13 THROUGH 17 FOR SECTION DETAILS.
3 * SEE SHEETS 3 THROUGH 10 FOR ANCHORAGE DETAILS.
4. REINFORCEMENT LOCATIONS: REINFORCEMENT$ ARE REQUIRED IN THE EXTERIOR INTERLOCKS OF DOORS.
SEE SECTION DETAIL C, SHEET 13
S. DLO WIDTH = NOM. PANEL WIDTH - 7 29132" DLO HEIGHT = DOOR HEIGHT - 3 3/r
PA�lw
�M�4
PANEL
PANEL
A
TYPE
TYPE
lov
R'
SEE
NOTE
4
.. .�T� I —/"'
DETAIL'E', SHT. 16
D
%ETAIL 'F, SHT. 16
)0(-)0((2 TRACK OUTSIDE CORNER)
DETAIL'M', SHT. 15
DETAJL'U. SKT. 15 DETAIL 74. SHT. 15
DETAIL V, SHT. 17-\
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
-R!
r
Tl
'I?
SEE
NOTE
4
SEENOTE2 I/
XX>O((4 TRACK BY-PASS)
ETAIL'Dl, SHT. 13
DETAIL Nr, SHT. 15
— SEE NOTE 4
DETAIL 'a. SHT. 14
� SEE NOTE 4
DETAIL'P'. SKr. 17-"-"
I AITS 1 11 - 20 1 slog-12
pl�vcflilgvum
..wpbb,.mftrA."
7P
31
i7
P.E� 8705
PANEL LETTER
PANEL LETTER
NOTE:
p
SINGLE FIXED
GR
DOUBLE
LOCKSTILE
1. M IMUM NOMINAL
INTERLOCK LOCKSTILE
INTERLOCK
PAN LWIDTHFORALL
R
FIXED IN LE
BE
RLOCK
u
ASTRAGAL LOCKSTILE
JEL CONFIGURATIONS
�66�13 60'
LOCKSTILE INT
(BOX
OUTI
OUT
ASTRAGAL D
u
ASTRAGAL LOCKSTILE
(BOTUT)
OUT LOFMILE
IN
T
ASTRAGAL. FIXED
A
SINGLE LUCKSTILE
(BOX IN)
IN LOCKSTILE
INTERLOCK
9
INTERIOR
FIXED ASTRAGAL
D
LOCKSTILE SINGLE
(ALL PANEL TYPES)
LOCKSTILE OUT
INTERLOCK
FIXE ASTRAGAL
G
9
LOCKSTILE DOUBLE
15 EXTERIOR
(B§IN)
LOCKSTDILE IN
y
FIXED USLE
LOCKSTILE ASTRAGAL.
LOCKSTILE INDWRLOCK
(BOX OUT)
OUT
YR
DOUBLE FIXED
LOCKSTILE ASTRAGAL.
INTERLOCK LOCKSTILE
(BOX IN)
IN
DOUBLE ASTTGAL
M
LOCKSTILE SINGLE
INTERLOCK
INTERLOCK
ASTRAGAL DOUBLE
/NO
ASTRAGAL, SINGLE
OUT INTERLOCK
ll-� 0
RECEIVER INTERLOCK
SINGLE ASTRAGAL
SIC
SINGLE ASTRAGAL
A T ft-. t� &Ae-z t.-6
(BOX OUT)
L
INTERLOCK OUT
I NTERLOCK RECEIVER
E%*�VAk JILSIdi
ASTRAGAL SINGLE
Qs
CORNER SINGLE
'L
OUT NTERLOCK
LOCKSTILE INTERLOCK
ASTRAGAL SINGLE
SQ
SINGLE CORNER
(&IN
IN INTERLOCK
INTERLOCK LOCKSTILE
SINGLE AST R,NAGAL
A S
ASTRAGAL SIN
(B91N)
INTERLOCK
RECEIVER INTERGLLOECK
B
SINGLE SINGLE
SA
SINGLE ASTRAGAL
INTERLOCK INTERLOCK
INTERLOCK RECEIVER
F
SINGLE SINGLE
cl
CORNER
INTERLOCK INTERLOCK
INSINGLE
LOCKSTiUE TERLOCK
E
SINGLE SINGLE
/C
SINGLE CORNER
INTERLOCK INTERLOCK
INTERLOCK LOCKSTILE
DOUBLE DOUBLE
ASTRAGAL. FIXED
INTERLOCK INTERLOCK
CF
RECEIVER LOCKSTILE
K
SINGLE LOCKSTILIF
FIC
FIXED A AGA
INTERLOCK
LOCKSTILE RSETCPE _ R
IV Iz
'PANEL
TWES
alm SLIDING GLASS DOOR, NON -IMPACT
P.Elm?m
F
I'= I FU4
12 1 20
1 8100-12
1 C
FX
A
1
!lJ8 F NOTE:
12"LG:'O'PANEL BRKT. LOCATED
ATTOP & BOTTOM OF FIXED PANEL
131
1) � �l
DETAIL'A'
58)( 5 ) ( 1
2
Z�� INTERIOR
(ALL HORM SECTIONS)
1�7 EXTERIOR
DETAIL'B'
�WF 113WIM
"C"Vjk$�W�
ITEM 148 NOTE:
TABLES 2-4, SHTS. 4-6
REINFORCEMENT REQUIRED ONLY
IN THE EXTERIOR INTERLOC�O
F
DOORS.
DETAIL'O (REINFORCED) DETAIL'Dl
1 7 'RizoNTAL SECTION DETAILS
io
7LUM SLIDING GLASS DOOR, NOMMPACT
r 1-1 AAYNNMI�KP.E.
—FZ 1122W 1—ij. 'l M, 1 13 - 20 �8112 PS#W705
108
nr-TAll In'
(OUTSIDE CORNER, 2-TRACK SHOWN)
p.a=lm
�RW4
INTERIOR
(INSIDE CORNER, 2 TRACK SHOWN)
S� I If& 1 14 - 20
,% 19L D
DETAIL'G'
(FIXED PANEL "0")
NOTE-.'
12"LG.'O'PANEL B
18 LOCATEDATTOP8
AA8 -BOTTOM OF FDCED
PANEL. SCREW ME
147 AND 149 LOCAl
1 112* FROM EACH I
[OF BRACKET
ZD� INTERIOR
(ALL HORtZ SEC-nONS)
15 EXTERIOR
DETAIL'H' DETAIL V (NOT REINFORCED) I
-=1Z.
I 110r 1 15 - 20 1 0100-12
gill -KT4 F=7
I OUT
WE
FIE
'IT
WZ YA[l], F W�fTj 011JIC11� ff�J;Jj Mlf,[@] jMjf#jjllj, F1
.506 9 .045 E��293
717 �4
:" 1 --4 .847
INTERLOCK TRIM COVER FRME SCREW COVER SILL MOUNTING STRIP
MAT'L: 6063-TO 8) AT 6()63� MATL� 6063-T6
(58) DWG NO. 8156 W L 0 8 16 (120)
MD 36 DWG NO. 8183
.442 1096
1 .098 .4-17
191
.965 045 .7 0 So
00
.045 .7 U45 .8 0
f_ 0',
50 �o .0
NO 1W IG OG BE� 'SO BEAD 1718- tG BEAD
(26) MArL: 6003-T5 (34) MAT`L: 6D63-TO (38) MATL- 6063-TB (27) MA7L: 6063-T5 mmucrpzviwo
DWG NO. BD22 DWG NO. 8144 DWG NO. 8147 DWG NO. 8024A h�ft�
al Z9 - oy
.062
113 .062 .713
002 .713 .062
4.409 3.630 713 .062
2. 628 1.878 L 713
.71*0
Ln LF
SER 5 1/4' SIl-L RISER - 4 W" SILL RISER 1 RK SILL RISER - 1 518"
(119)MAT'L: 6063-T6 (118) MATL: W63-T6 (117) MA-rL: 6063-TO MArL: 6063-T6 (1`15) MArl-- 6063-TB
DWG NO. Al Al OWG NO. 8137 DWG NO. 81-IR DWG NO, 8138 DWG NO. 8140
-1 To(f.
EMUSIONS
F E ALUM. SLIDING GLASS D PACT
O*M
AAMIMUERP.E.
7.-.- 114X 1 19 - 20
Vi* &. REM 58705
,w I— --1 8100-'12
X &2207 �l
� Ift, a
Lt 4. 741
9.002
5,186
Z0001 =074
1.
1.938:
�.074
PANEL STILE
MATL 6063-T6
DWG NO. 8012
(12) DWG NO. 8013B
TIPIBOTTOM RAIL -4 112"
MATL: 6083-TO
i--1 1.947
1. �81
T--W
T .075 -J
LOCKSTILE ADAPTER
(2) MATL: 6063-T6
DWG NO. 8104
- jA125
Cj!IL- I E 9 3
KFR
_ P AT
(15) IWATL: 6063-T6
DWG NO. 8105
(11) DWG NO. 8014A
21380 2 380 [-- t. 1.938
2.r324 1.1729 AE
2,701 10, 075
.101 INTE .101 F� MR
DUBLEINTER1CCK ADAPTER MArL' 6063-T6
4)MAIL:bUbJ-Ib (13) DWG NO. 8103A
2.026 OWG N 42 . 01 8102
.090 --l�F 1.901
-41 2.442 ---f
P-HOOK 3.063 -�
4 9Y661 MKT, NTERLOCK REINFORCEMENT
26 (1')DWGNO.8108 (148) MATT: 6105�T5
DWG NO. 8192
ASTRAGAL 2.836
(28) MATL: 6063:M
DING NO. 8107
P-HOOK MOUNT 1.000
(105) MArL'6063-T6
DWGNo.8,og F 7.205
5 a 2-Z:F
.0;$
110 cl DWG No. 8110 AGAL
(61) MATL6063-76
1.164 "-1 r IT r-- 1.084 1.084
.140 .090 1.084
.090
5
1.300 1' 8.615 .090
11.144 1
1.8 .090 7.443
2-T�CK JAMB
'O"PANELBRACKET (102) MATL: 6063-TO
DWG NO. 8134
mArL- sow-Te 3-TRACK JAMB
DWG NO. 8188 L (101) MATL' 6063-T6 j
DWG NO. 8133 ll..IW
1.495
4-TRACK JAMB
MArL: 6063-T6
DWG NO. 8132
140
1A55 MT777=
P
4-TRACK SINGLE HEAD
F- 090 (111) MATL: 6063-T6
DWG NO. 8121A
- 11.853
4-TRACK SILL ASSEMBLY
(106) MATU 6063-TB
DWG NO. 8120
125 ---1 2.723 1: L 090
1 �793 1.495 74126
094 46
j_ 3 r
WS 2835 95:
2_099 .241 j IE .312 9.32!
.241
3-TRACK SILL
SILL 00 ER CORNER BACK-UP PLATE
- CORNER RECEIVER ASTRAGAL (107) MATL: 6063-T6
(109) MA7L: 6003,T6 (62) MATL: 6063-TO DING NO. 8116
DINGNO.8115 DWG NO. 8112 (60) DWGNO.8111
t-' 2781 1521 L
1. 1.61 �W�2F 1.405
1 - tqT F, 6.085
FEXT SILL COVER WISCREEN 2-TRACK SINGLE HEAD
(108) MA7L:6063-T6 (12,) MATL:6063-T6 (110)MATL:6063-TO (113) MATL-606346
nWr Nn RI iA DWG NO. 8119 OWE NO. 8117 DWG NO. 8127A
PA�fm
�NXV4
1. LOS 090
,-[at
2-TRACK SINGLE HEAD Wl SCREEN
(114) MA7L:6063-T6
DWG NO. 8128A
L 090
1.405r7F��
3-TRACK SINGLE HEAD
(112) MArL: 6063-T6
DWG NO. 8124A
20 -20 1 8100-12
(103)