HomeMy WebLinkAboutNotice of AcceptanceiYY
"I *1C1110Z
CP
MIAMIDE MIA DECOUNTY
®®® PRODUCT CO NTR L 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.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SH7700A" Aluminum Single Hung Window-L.M.I.
APPROVAL DOCUMENT: Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM)",
sheets 1 through 11 of 11, dated 04/01/18, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of
Acceptance number and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
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 expiation 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 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.
N0A No.-18-0430:06=
Expiration Date:August 23-2023
Approval Date: August 23, 2018
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 7700NOA-1, titled "Aluminum Single Hung Install (LM), sheets 1
through 11 of 11, dated 04/01/18, 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 an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-18-7835.1, dated 04/03/18, 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
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-18-7835.2, dated 05/04/18, signed and sealed by Idahnis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 61h
Edition (2017), dated 04/23/18, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Manuel rez M
Product Contr Exa mer
NOA No. 30.06
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
E-1
w
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc, for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. -Statement letter of conformance to FBC 6u` Edition (2017), dated April 24, 2018,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no,fmancial interest, dated April 24, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 18-0005R issued by the Product Control Section, dated 01/16/18, signed
by Manuel Perez, P.E
G. OTHERS
1. None.
E-2
Manuel er E.
Product Control E a ner
NOA No. 18- 30.06
Expiration Date: August 23, 2023
Approval Date: August 23, 2018
1) THIS PRODUCT HAS BEEN DESIGNED &TESTED TO COMPLY WTH THE REQUIREMENTS OF
THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCRYHURRICANEZONE(HVH4
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR
INSULATED GLASS INSTALLATIONS ABOVE 30-IN THE HVHL THE OUTBOARD LTTE (CAP)
MUST BE TEMPERED, USE ONLY GLASS TYPES 3, 7,12.13 OR 15.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MAMI-DADE COUNTY
APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE. ASTM CO CONCRETE MASONRY UNITBAND CONCRETE WITH MIN. KSI
PERANCHORTYPE
4) ALL WOOD BUCKS LESS THAN 1-12' THICK ARETO BE CONSIDERED 1X INSTALLATIONS:
1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIREMYTO SUBSTRATE. MOOD
BUCKS DEPICTED AS 2X ARE 1.12°THICK OR GREATER. IXAND 3X BUCKS (MEN USED)
SHALL BE DESIGNED AND SECURED TO PROPERLYTRARSEER LOADS TO THE STRUCNRE
WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILM OFTHE ENGINEER, (EOR)
OR ARCHITECT OF RECORD, (AOR).
5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR
STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN, EMBEDMENT.
INSTALLATION ANCHORS SHOULD BE SEALED, OVERALL SEALING& FLASHING STRATEGY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND
THE SCOPE OF THESE INSTRUCTIONS.
6)114° MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS
NOT FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OFTRANSFERRING APPLIED LOADS.
T) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL& CYCLE TESTING AND GLASS PER
ASTME13M.
5. POSNNE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE
TESTING AND GLASS PER ASTM El30D.
C. DESIGN LOADS ARE BASED ON ALLOWABLE=EBB DESIGN, MD.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE THE M-1TJ%STRESS INCREASE
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 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 THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE FOR CORROSION RESISTANCE,
9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAVING
JURISDICTION.
10) REFERENCES: TEST REPORTS FT- 18-1835.1 & 18-78352 ELCO ULTRACON NOA; ELCO
CRETEFLEX NOA; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,
ANSUAF&PA KIDS &ALUMINUM DESIGN MANUAL
11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL
FIGURER ALLOWABLE SASH CONFIGURATIONS AND SHAPES
—^{ WIDTH �--
O
-
---� WIDTH
i i
0 �
w
—•-{ WIDTH
//Fv
O /"
1 ��
RECTANGULAR
WTM EQUAL
LffE SASH
RADIUS -TOP
WITH PROVIEW
SASH
�
RECTANGULAR
WITH CUSTOM
SASH
ALL SHAPES WITH ALL SASH CONFIGURATIONS ME APPROVED. SHAPES
MAY BE USED BY INSCRIBING THE SHAPE IN BLOCK AND OBTAINING
DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE
TABLES ON THE FOLLOWING SHEEf..
17-Y4'MAX. _
(17-1/4-BUCK)
B. SEE
SHEETB a86
A. SEE
SHEETS8&a
EQUALLY
SPICED _
ANCHORS PER
TABLES 8&7 -
EQUALLY&PACED
ANCHORS PER
TABLE8a6]
&12°MAX.
(9' RAF%. BUCq
}
17-1 Y16'MAX. O.C�
103I8\'1MAX.
IM4'
MAX.
TIPTOMP WIDTH
9-12-MAX.
(9. MAX. BUCK)
ti-3I�.C.
' Be
—r MAX.
nP
12-1I18°MAK O.C. TO
TIP
HEIGHT
H
_ 13916'MAX.00.
ELEVATION FOR TYP. FLANGE FRAME
SHOWN WITH EQUAL-LITE CONFIGURATION
1..1 Ff.I ACCTVPFS
TYF
Dea4Hp8on (UMeJ ham EXteriorb In,erlor)
DP
Tanta p
1
12°AN, DSW PVB, lJ&-AN
2
2
1WIV LIG: 1/8-AN GAP. AIRSPACE, 1/9'AN-OSIT PVB, 1/8'AN
2
3
1VIVLIG:118'TPCAP,AIRSPACE,1/8"AN,.DWPVB,11&'AN
3
4
1/8" HS, .090' PVB, 11T HE
4
5
XUT' AN_090' PVB, Y16' AN
4
6
Mr UG:,311V AN CAP, AIRSPACE, llWAN,.0ST PVB. VB'AN
4
T
M V LIG: YIV TP CAP, AIRSPACE, 1I&' AN, .09T PVB, Ur AN
4
8
WIVAN...09W SG, 311VAN
5
9
1311V HS,.090° SG, 3HS' HE
5
10
l WlW LIG: 10 AN CAP, AIRSPACE, 11V HS, D90° SG, 11W HB
11
Mr LIG: 1/8'AN CAP, AIRSPACE, NIVAN..M SG, YIC AN12
IXlV LIG: 11T TP CAP, AIRSPACE,1/8' HS,D9P SG, 118'HS13
IY16' LIG: VW TP CAP, AIRSPACE, WlW AN,.090' SG, X16" AN14
li
iMl6 LIG: Y6
1V AN CAP, AIRSPACE, 11W HS„090'SG. IIW HE15
IWIG: WlV TP CAP, AIRSPACE, 11WHS,.0X.SG,118-HS
LI
CODESI STANDARDS USED:
•2D1] FLORIDA BUILDING CODE (FBC), 6TH EDITION
•ASTM E13MG9
•ANSUAF&PA NOS-2015 FOR WOOD CONSTRUCTION
•ALUMINUM DESIGN MANUAL, ADM-2015
•AISI S1DD12
•AISC 360-10
DESIGN PRESSURE RATING I IMPACT RATING
VARIES PER GLASSTYPE. LARGE&SMALLMISSILE
SEE SHEETS 24 IMPACTRESISTANT
52A M' MAX. BUCK WIDTH
--•i I-� D, BEIOE 5'MPX. O.C. r 4-11116-MAX.
SHEET I I 1
C. SEE r j
SHEET 10r 1
O I By
MAX.
BUCK
HEIGHT
5'MAX. J i �_-_
O.C. C
,. a11N6'MAX. ATEACHEND
ATEAEND
ELEVATION FOR TYP. FIN FRAME SHOWN WITH
EQUAL-LITE CONFIGURATION
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING DESIGN
PRESSURE REQUIREMENT FROM MOST.
2) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW
CONFIGURATION AND SIZE. DETERMINE YOUR WINDOWS DESIGN
PRESSURE FROM TABLES 2.5.9 MUST EQUAL OR EXCEED THE
DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING
OBTAINED IN STEP 1.
3) DETERMINE
ST.
4) INSTALLAS PER SHEET T FOR FLANGE INSTALLATION, SHEET 0
FOR EQUAL LEG INSTALLATION OR SHEETS FOR INTEGRAL PIN
INSTALLATION.
NOTEDESIGN PRESSURE RATING DETERMINATION ISTHE SAME
PROCESS FORALL FRAME TYPES (FLANGE, INTEGRAL FIN OR
ECUALLEGIBOX).
SG-KURARAY SENTRYGLAO INTERIAYER BY
KURARAY AMERICA, INC.
P/B- KURARAY TROSIFOLP PVB INTERWYER BY
KURARAY AMERICA. INC.
AN -ANNEALED
HS= HEATSTRENGWENED
TP=TEMPERED
GENERAL NOTES .. ... ...........__......._.._.._...._... 1
ELEVATIONS............................................_...........
1
DESIGN PRESSURES I GLAZING DEFAILS.......
24
ANCHOR QUANTITIES.................. _................
__ 5S
INSTALLATION, FLANGE......................................7
INSTALLATION. EQUAL LEG..
8
INSTALLATION, INTEGRAL FIN ................... ........
9
EXTRUSION PROFILES.._ ............. .... _..... _.......
10
ASSEMBLY & PARTS LIST ............... ..__...._......
11
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N. VENITECHNOLOGY L3427 DRIVE
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(941)480.1600 P, C
mz -D :p R-i m'� CERT. OF AUTH. Al939fi CGPTRGAL FG1MS RE EOm D ES, INC.
u3 =i :OOP h:2 1 F-a
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u 1 `
.... `� DP TABLE a&JENS ROSOWSKI 4.W
SH7700A 30F11 V,° 7700NOA-1
Design Pressure (Ibsfftl)for Glass T
Bahia saz6
Gescnaom
LV Dan Hinge
SaN Ha,AM
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m0Cz.
size
W.131-151M
easslmot
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m.o
Emew3a
t2s84
w5P
Sas
QTvn Sao
20.131-=96a
.65.0
.0
SuaNts Paoro
15594-ffilas
.650
Sao
45•
Gallen Size
15131.18.693
+66a
e00
Calms Sae
15131-HAM
. 0
200
PSIan Sze
tg13, -15130
W c
e0.0
slanm
12464-14.13o
Ka
mD
E9a1Lm
21SIN
Wsllensize
22131-34.P
75a
76T.
seazaN PMLW
mlia L13a
.BSa
Z06
4Y
gSmnsas
mm-M.tro
.fi5.a
e0.0
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10.131-Hal.
.a5.a
60.0
CI61=Size
14.131-11130
K5a
Ala
y&
strtat
1z161-1413a
K5o
IlaD
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um
Ks.0
m0
Dntrn Sae
3an1-35Tze
.e5o
60.0
ostream
Padm
30.w4-94.13a
K58
mo
Ffie,
Galen sae
EI.131-90.80.,
K50
vo
Cullom sae
18.13,-Miss
.65a
m0
Onmin Sae
16.131-18130
KSO
m0
Davtrn sae
,g131-Is.1x
.650
m0
stairs
1z4se-t4em
...a
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3t.
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a
Cavern Sae
M131-31.'963
.SSO
Ills
PmJM
caTw-3&IA
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sae
94.131-36T93
.650
6Q0
6S
sae
MIS-34.13a
.650
SO
No
A.131-II13a
+.&0
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Sae
ta131-ISAW
-as
m0
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16fal-IS.IN
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as 464
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38.131-3&463
. 0
60.0
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w.ut-3e.t3o
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600
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30W1-34130
;-a0
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sae
3J.131-W.
.So.
e0.0
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MASI=30IN
.6Sa
60.0
MIN.-aA.
.65.0
60.0
Emewm
4z4M
KS0
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w•
C�avl=.
311111-4z4&3
.e5o
'eas
srzdam Pmm
34.,w--NIX
K50
60.0
06-NOM.
GLASSSTACK
.090'PVB IAI'HS GLASR
Eareas
GUSS
]0
as
12•NOW
GLASSBIIE
r4
GLASS T-PE4
GI_&
71WNOT.
OM.
__ T��e�-311r AN GtAss
EXTERIOR
13116•NGM,
GLASS STACK
AN GLASS
1L16-NUM.
GLASS STACK
TABLE 5'
Desiq
.Pressure
for as Tyros
8.16
B..S°°II
DgaiP9an
W Ghat Rmge
Rasa
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TOT-TP
vf�
Srvr
31
P,-.le
11464
..as
-110.0
31•
Ea-.ae
SbrtlaN PlWee
Isom
13.YH-ISPS
+M0
.000
-110.0
-1100
sMaot
maw -tzars
.e4o
-lino
Ea°auee
Stadrs Pmv.
HS653
I&W - Islas
.80.0
.a40
Wino
-11a0
3B9r
catam sae
ts.n1 n5w3
.SOD
-1ma
C.S. Size
14.131-1SAM
.000
-1110
sweat
124e4-14.130
won
'110.0
E ftzt
M.
+Ma
-1100
Clem slz°
SUItivB PIWee
MASS-12W3
10.Nz4 zai3a
.000
.BOA
71a0
11Q0
4S
Mtvn Sim
16.131-Mesa
.BO.a
'is.
Caere Sao
15ll1-MIN
.s0.0
-100.0
Catrnsize
PIA31-M130
.e0.0
-110.0
seasea
13.4E4-14AN
.000
-120
Ecas.0
V.984
H.H.
-nao
catam sae
Souders PmJex
M131-z 03
MIN-Z1.130
.ea.o
+NO
-non
-1100
W
Cusllen sae
1&131-A193
.800
-110.0
clear, Sao
I.A.1-1&130
+MP
-1100
Cmara Sao
14.131-Islas
.BOp
7110.0
Monist
124a4-111.
.00.0
'Has
EaaHi@
Tam
700.0
7t0.0
9
clrstre sea
a-P--
z4.131-MIN
m84-34.IN
.fi0.0
.80.0
-mr.
'Has
Guitars Sae
MA31-21w3
.w0
AIDD
F
tee-
Qrstlen Sae
1&131-30.13a
.SSO
-11a0
CustM1n Sae
18.131-He IN
.PO.O
-11a0
CiaznRim
14.131-I&130
.m0
-Has
s1M¢t
13.404=Ie130
.
-1140
E,.
3t.
.00.0
-110.0
C-sis sae
38.131-31W3
.W.O
-1100
SIrcaN PNM
MOM 11130
.000
-11(10
Oetrn Sae
24.13f -25N3
"s
-11 a0
6r
antra sae
av1-341N
KOo
-11ao
Grslrn Size
M.131-32130
.800
-11a0
Cistrn Sae
18.13,-mias
.00.0
.11"
Cistern Size
16.131-18.IN
.000
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tAtM'-'..I.
's
'Has
Sam..
x4w
.w.D
.
Cases Sao
3TI31-38.403
.M.O
"'aCUamm
Tr
Sim
Smnsso rn-
34131-38.130
Waal =NAM
loss
.m.o
-110.0
-1100
Qrsiw Sim
31131-W..093
las
-1ID.0
Cates Sae
3&131-XIM
.M0
-1las
Stott
:0IN1 ,BAN
.000
-110.0
E"41s
42484
.80.0
-110.0
w•
Cahn sae
%131.4z4w
.Sao
-110.6
Radars PmJM
w.1w•-3a130
.eo.o
-11ao
• MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIPTOTIP HEIGHT-49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS: SUCKHEIGHT-48.391
MINIMUM SASH HEIGHT FOR FLANGED, RADIUS TOP `MNDOWG IS: TIPTO TIP HEIGHT-40.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TCP W NODWS IS: BUCK HEIGHT-48408
LIV AN GLASS
.080•S
as
L1 G ASS
e
2"NOI
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GIASSBGE
a
3e
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GLASSIOM.
GIA6SSTACK
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31
34
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I
mn
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31
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map
v R e GLASSTWE13n
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GLASS TACK
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HO GLASS
1) TIP TO TP DIMENSIONS SHOWN. FOR INTEGRAL FINAND EQUALIEG WINDOWS.SUBTRACTI•FROMTHETIPTOTIPDIMENSIONNTHETABLETODEIERMINETHEWINOOWSIZE
3) FOR SIZES NOT SHOWN, ROUNDUP TO THE NEXTAVAILABLE SIZE AN=ANNEALED
PLETELY FR WTHIN. TP= TEMPERED
3) FOR RADIUS TOPWINDOWS, FINDTiE SMALLESTWINDOWSIZE IN THETABLEABOVE WHICH THE RADIUS TOPWINDOWWLL COMALYNN MILLER.P.E
4)WINDOM WITH THE LOWSILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF.65 ESP. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. HS=HEAT OTRENGTiENEO P,58705
Anchor Quantities Required for
Through-Fmmo' Installation
usina Glass Types1-T
rp W Tp
Wdlh
1a-
2W
v'
3r
41'
4V
4T
So-YC
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£
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124N
1121
1 1 1
1 2 1
1 2
11 1
2 2
1 121
2 1
21 211
2
2 1
2 2
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is'.
1 2
1 1
1 R 1
1 2
11 1
2 2
I 12
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2 R
1 2
2 1
2 2
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Stsal. Pmiex
12.M-ISMS
2 2
1 21
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
3 2
2 2
Shortest
124e4-12a9]
2 2
1 R
1 2 1
R R
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
Egi¢IAie
ISS52
2 2
1 2
1 2 1
2 3
t 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
Standad Pruvem
15 M•-I9.551
2 2
1 2
1 2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
38,Yr
Cusbn SUB
15A31-15.943
R 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
3 2
2 2
Caeom Suu
14.131-15.Ise
2 2
1 2
2 1
2 R
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
sw.t
12464-14, 130
2 2
1 2
21 1
R 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
Eq46.
22.9N
2 2
1 2
2 1 1
2 3
1 2
2 2
2 2
2 2
3 3
2 2
2 2
2 2
Cutm Sao
M131-]2NO
2 2
1 2
21 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
SWOeN Pm•Jex
19.594-20.130
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
4Y
ON. Be.
1aIII -16.593
2 2
1 R
2 1
2 2
1 2
2 2
2 2
212
2 2
2 2
2 2
2 2
Car. Sao
15.131 -16.IN
2 2
1 2
2 1
2 2
1 2
2 2
2 2
212
2 2
2 2
2 2
2 2
Cizoorn Sao
14.131-15,130
2 2
1 2
2 1
2 3
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
SMeest
12464=1AAS0
3 2
1 3
2 1
9 2
1 3
2 2
111
11
2
3 2
2 3
2 2
EDI04.
N.62d
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
Caton Sao
YJ.131-2d.N3
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
SlmiEatl Pmde�'
20.19•-Y2,1]0
2 2
1 2
3 1
T 3
1 2
2 3
2 2
2 2
2 2
2 2
2 3
3 2
4P
Cuslsm Be.
19.131-MAN
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 3
2 2
Cm1 5Ue
16.131-Islas
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2 3
2 2
Custom see
14131 m MAN
3 2
1 3
2 1
3 2
1 3
2 2]
2
2 3
2 2
3 3
2 9
2 2
SMnes1
124N-14.130
3 2
1 9
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3 R
3 J
3 2
q
EquHite
25.)2!
2 2
1 3
2 1
2 2
11212
2
2 2
2 2
2 2
2 2
2 2
2 2
D.x
Cuslmn BUD
24.131-Z5.2]6
2 3
1 2
2 1
R 2
11212
2
2 2
2 2
2 2
2 2
2 2
2 2
B
S1enEatl Pmiem
20.a44-24A30
2 2
1 2
2 1
3 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
Custom Sao
20.131-SONS
2 2
1 2
2 1
2 R
1 2
2 2
2 2
2 2
2 2
2
2 2
5a89'
Cmlom See
ID131-M130
3 2
1 3
2 1
3 2
1]
2 2
3 2
2 3
2 2
3
2 2
Custom SUe
16.131-16fa0
] 3
1 9
2 1
9 1
1131
2 23
2
2 3
2 2
3
2 2
Oul¢n St.
14-131-16.130
3 2
1 3
2 1
3 2
1 ]
2 2
J 2
2 3
2 2]
9
R 2
Stalest
12d61-I4.1J0
J 2
1 9
2 1
3 3
1131
2 23
2
2 3
2 2
3
3
2 2
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31.9N
2 3
1 2
3 1
2 3
1121
3 2
2 3
2 2
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2
2
3 2
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25.]N-29.130
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2 1
3 2
1 3
3 2
3 2
3 3
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1_2
9 2
24.131-25.263
3 2
1 9
2 1
9 2
1 J
2 2
3 2
2 3
2 2
3
3
2 2
83'M131-24.130
3 2
1 3
2 1
3 2
1 9
R 2
3 2
2 3
2 2
3
3
2 2
Cuthn SUe
20.131-22130
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3
3
2 2
Cuslon SUe
18.131-20.130
3 2
1]
2 1
3 2
1 9
2 2
3 2
2 3
2 2
3
3
2 2
Cusldn SUD
16.131-1a.130]2
1 3
1 1
3 2
1 3
2 3]
2
R J
2 2
3
3
3 2
Slalevt
1J.t94'-16.130
4 2
1 4
2 1
• 2
1 0
2 2
4 2
2•
242
Equ4eo
3&dN
3 3
1 3
3 1
3 3
1 3
9 2
3 3
2 3
3 2
3
3
3 2
Wlmn SUe
36.131-99.483
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1 3
3 1
3 3
1 3
3 2
3 3
3 3
J 3
9
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2
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3 3
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Size
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1 3
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28.1&'-28.190
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1 I
2 1
4 2
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3
4 22•
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1 3•
1
3 d
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2
4 3
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2
•MINIMUM SASH HEIGHT' FOR FLANGED WINDOWS IS: TIP TO TIP HEIGHT - 49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS I& BULK HEIGHT-48.391
MINIMUM SASH HEIGHT FOR FINJGED, RADIUS TOP WINDOWS IS: TIP TO To HEIGHT - 49.805
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: BUCK HEIGHT -48.006
Glass
Type
Desc ip0on (Ushad From Exteriors, interior)
1
1/8-AN, .MW PVB, VB" AN
2
13116' UG: AN CAP, AIRSPACE, i/8' AN, .090' PVB, 11W AN
3
13/I6' LTG: 1/W TP CAP, AIRSPACE. 11W AN, .0W PVB, 11W AN
4
1/8' HS,.09O' PVB, VT HS
5
XlT AN,.09D' PVB, 3116' AN
6
ME' UG:3/16"AN GAP, AIRSPACE, VB' AN. .090"PVB, 1/8"AN
T
131 VUG:W16"TP GAP, AIRSPACE, 11W AN,.090"PVB, 1/8-AN
1) PP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL RN AND EQUAL -LEG WINDOWS.
SUBTRACT I- MOM WE TUD TO To DIMENSION IN THE TABLE TO DETERMWE WE
WINDOW SIZE.
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NE%TAVARABLE SIZE
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN WE TABLE ABOVE
WHICH THE RADIUS TOP WINDOW WILL COMPLETELY FR WITHIN.
4) WINDOWS WfD1 THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSTTNE DESIGN
PRESSURE OF e65 PER NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
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'azea
[aua5
Anchor Quantities Required for
'Through -Fran" Inslalladon
esln GI89s 0e 3-15
Tip W Tip
Womb
11
2S
1 33'
1 3r
1 at-
1 4S
1 49•
1 5a115-
Jamb
F
Jemb
a E
s§
Aron
E o Sp 3
t Q m=
dt
Jmnb
.1
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Q t
21
Junb }
i1. 4
1sY
Jamb
£L F[
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Jamb
£22
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It
F S
€ .x
Jamb
2$
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Bottom Saah
mon
ti -RRerye
Wadi Hei891
Ra^6e fn)
2C
Eq ua
12ASe
1 2
1 1
R 1
2
1
212
112121
1
1212
1 2
2 1
2 2
EgwNilsV131M.
.86z
1 z
1 1121
1
1 2
1 1
2 2
1 2
2 1
2 2
1 2
2 1
2 2
31•
SdMW PM.-15.983
2 2
1 2121
1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
3 2
2 2
SK L
-12.993
2 2
1 2121
1
2 2
1 2
2 2
R 2
2 2
2 2
2 2
2 2
2 2
EquaHBe652
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
Surina!Pm4m.
19e51
2 2
1 2
2 1
2 2
1 2
212
R 2
2 2
2 2
2 2
2 2
2 z
3 w
4L916'n Sao
-15.9A3
2 2
1 2
2 1
2 2
1 2
3 2
2 2
2 2
2 2
2 2
2 2
2 2
Custom Sue
-15.130
2 2
1 2
2 1
2 2
1 2
z 2
2 2
2 2
2 2
z 2
2 2
2 2
SIWmi
-14.130
2 z
1 2
2 1
2 2
1 z
2 2
2 2
2 2
2 2
2 2
2 2
2 2
EctoRN.
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 3
2 2
3 2
Qnlmn Slze
-22003
2 2
1 2
2 1
2 2
1 2
3 2
2 2
2 2
2 2
2 3
2 2
3 2
51mEvtl PmJax-20.1]0
2 2
1 R
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
9 2
45'
Custom Sao
-16593
2 2
1 2
2 1
2 2
1 2
3 2
2 2
2 2
2 2
R 2
2 2
2 3
Cat. Sue
.1.18.130
R 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
2 2
2 2
2 2
2 3
Cuslmn Sao
14.131.15.130
2 2
1 z
2 1
2 2
1 2
2 2
2 z
2 2
2 R
2 2
2 2
2 3
swasl
UArA-14.130
3 2
1 3
2 1
3 2
1 3
3 2
3 2
2 3
2 2
3 2
z 3
2 3
EmmH�W
20.ffA
3 2
1 2
2 1
2 2
1 2
z 2
2 2
2 2
3 2
2 3
2 2
9 2
Welmn Sue
L.131-24GS3
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
3 2
2 3
2 2
3 2
S1aleaN PmJew
20AW-2z.130
z 2
1 2
2 1
2 2
1 2
2 2
3 z
R 2
2 2
2]
2 3
3 3
Off
Ca. Slae
18131-20.193
2 2
1 2
2 1
2 2
1 2
2 2
2 z
2 2
2 2
2 z
2 2
9 3
Cu91am Sao
18131-15.130
3 z
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2 3
2 3
Ca. Size
14.131-16130
3 3
1 3
2 13
2
1 3,2
23
2
2 3
2 2
3 2
3 3
2 3
E
SlpMst
MAW -14.130
3 2
1 3
2 1
3 2
1 a
2 2
3 2
2 3
2 2
3 2
3 3
2 3
EouaHits
W.TJ3
2 2
1 2
2 1
z 2
1 2
2 2
2 2
2 2
3 2
2 3
2 2
3 2
Cutm Sae
24,131-Zone
2 z
1 2
2 1
2 2
1 2
2 2
2 2
2 2
3 2
2 3
2 2
3 2
1-
SUMaN FMe
20W-24.130
2 2
1 2
2 1
2 2
1 2
2 2
2 2
2 2
3 2
2 3
2 2
3 3
u
Crsaoo $ue
20.131-ZI.&3
2 R
1 2
2 1
2 2
1 2
2 2
2 2
R 2
2 2
2 2
2 2
3 3
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18.131-MA30
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3 2
2 3
3 3
C.torn Sao
18.131-18.130
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
3 2
3 3
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Cuo. Soo
14.131-IM130
3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
2 2
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2 3
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3 3
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3 2
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3 2
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2 2
3 2
2 3
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3 3
3 3
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3 2
1 3
2 1
3 2
1 3
2 2
3 2
2 3
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3 3
3 3
3 3
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15.131-A.130
3 2
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1 3
2 2
3 2
2 3
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Gaston Sae
16.131-18.130
3 2
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38.464
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35.131-39AW
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34.131. MAW
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3 6
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30.131-30003
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•MINIMUM SASH HEIGHTFOR FLANGED WINDOWS IS: MPTO TIP HEIGHT-49.391
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWG IS: SUCK HEIGHT-48.391
MINIMUM GASH HEIGHT FOR FLANGED, RADIUS TOP WINDOWS IS: TIP TO TIP HEIGHT-L9.806
MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUS TOP WINDOWS IS: SUCK HEIGHT -48 B06
TARI F 7R'
Glaa
Type
Nawrip0on (Lased from Exterior to Interior)
8
3116' AN, .OGO'SG. 3116' AN
9
L16'118•.03W SG, 3116• HS
10
13116' US: 118-AN CAP, AIRSPACE, VT HS, .090' SG, 1/6' HE
11
13116• UG: 11W AN CAP, AIRSPACE, 3116' AN, .OM' SG, 3116' AN
12
13116• UG: 11V TP CAP, AIRSPACE, W HS..0W SG, 118- HS
13
13116' UG: 11W TP CAP, AIRSPACE, Lib' AN, (W SG, 311V AN
14
1L16'UG: W16-AN CAP, AIRSPACE, 11WHS,.090'SG,VTHS
15
1L16' UG: L16' TP CAP, AIRSPACE, 11V HS..09P SG. 1/6 HS
1) TIPTO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS,
SUBTRACT 1-FROM THE TIP TO TIP DIMENSION W THETABLETO DETERMINE THE
WINDOW SIZE.
2) FOR SQES NOT SHOWN. ROUND UPTO THE NEXTAVAILABLE SIZE.
3) FOR RADIUS TOP WINDOWS, FIND THE SMALLESTYANDOW SIZE INTHE TABLEASOVE
WHICH THE RADIUS TOP WINDOW WILLCOMPLEIELY FITWITHIN.
4) WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TOA MAKIMUM POSITIVE DESIGN
PRESSURE OF WS PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED.
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�` tA,( LYN/y
No. 587M '
INSTALLATION
OPTION 1
ANCHOREDTHROUGH
FRAME INTO a WOOD
FRAMEORBUCKSTRIP.
SEENOTE2.1HISSHEET.
TIP
To
TIP
HEIGHT
I L
FIXED
VISIBLE
LIGHT
HEIGHT
i
EXTERIOR
a
EACH END
SASH
VISIBLE
LIGHT
HEIGHT
TAMES
INSTALLATION OPTION 2
ANCHORED THROUGH FRAME
DIRECTLY INTO CONCRETECMU.
r—
EMBEDMENT
1PVMAXSHIM
EMBED, ♦'
-�
I
NIENT
EDGE
4
4u•
DISTANCE
MAX SHIM
19
MEDVSIBLE
UGHi'MDTH
MDTH
SEETABLE
l\
NOTE B,FOR
HEAD TTYPE
TYP.ANCHORTYPE,
EMBEDMENTAND
EDGE DISTANCE PER
a
SUBSTRATE, BEE
TABLE 8.
31 Fig
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME AND IK
SUCKSTRIP INTO CONCRETEICMU.
SEE NOTE 2, THIS SHEET.
EMBEDMENT
1/4°MAX SHIM
SASH VISIBLE 17
EDGE
LIGHTWIDTIi
DISTANCE
49
.7.
T=
TIPTOTIPWIDTH
TYP.ANCHORTYPE
EItTERIOR.
HORIZONTAL SECTION A -A
EMSEDMENTAND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE S.
1/4'MA%. SHIM
I
48 55
\
DADE MULLION. tv,
COMPLINNTALUMINUM/STEFRAMING
ORSTEE.STUD.ANYBEVERTICALOR
13
HORIZONTAU.SEESUBSTRATE
USE EITHER 1
PROPERTIES. TABLE e,
SWEEP LATCH
MIDSPAN OR 2
-
BOTTOM LOCKS
INSTALLATION
I
OPTION 4
ANCHORED THROUGH
�-T
Z VI
FRAME INTO METAL
OPTIONAL HI MSE
SILL SHOWN. SEE
SHEET IS FOR
STANDARDSILL.
1
NOANCHORS "
REQUIRED IN "
FLANGE OR
EQUAL LEG ,
FRAME SILLS
VERTICAL SECTION B-B
Anchor
Substrate
Mn. Edge
Mr. Embedment
D'Stence
P.T. Southern Pine (SG-0.55)
9116,
1-318"
#12 Seel
912
Aurninum 6063-15 nin.
3/8"
0.063"
argil,
1&8SS ScreW
A36 Steel
3/8"
0.063"
Steel Stud, Gr. 33 min.
318"
0.045" 18 Ca
"
Concrete (min. 3.35 Ksi)
1"
1-3/4"
1/4 410 SS
C410
Ungrouted CMU, (ASTM C-90)
2.10
1-114"
X
P.T. Southern Pine (SG0.55)
1°
1-318"
Concrete (Trio. 2.85 ksi)
1"
1-318"
"F0
1/4" Steal
IAV
Ungrouted CMU,(ASTMC-90)
1 2-112"
1 1-1/4'
P.T. Southern Pine (SG-0.55)
1 1°1
1-3/8"
A) MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANMEXIFIAT HEAD TYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD,
C)'UNGROUTED CMU-VALUES MAY BE USED FOR GROUTED CMUAPPLICATIONS.
NOTES
TYRANCHORTYPE,
EMSEDMENTAND
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLES.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL; SEE
SHEET 9 FOR STANDARD SILL)
WIDTH
® SASH S PM51) LDE: TIP TO TIP WIDTH -B.1Y
HEIGHT(EQUALAUM
TIP TO TIP HEIGHT2 - 3.73-
HEIGHTIPROOEWI
@FIXED LITE: TIP TO TIP HEIGHT2 ♦ 3.78-
@SASH. TIP TO TIP HEIGHT2-11.93-
HEIGHT (CUSTOM SASH)
@FD(ED LIM: TIP TO TIP HEIGHT -SASH HEIGHT-3SV
@SASH: SASH HEIGHT -4.60'
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE 8. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALIATON OPTION SHOWN MY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
S, ALL WOOD BUCKS LESS THAN 1-1W THICK ME TO BE
CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS
DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND M BUCKS
WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHOECTOFRECORD.
3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
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INSTALLATION DETAILS FOR EQUAL -LEG FRAMES
INSTALLATION
OPTION EUGEDISTANCE
ANCHORED THROUGH
FRAME INT02X WOOD
FRAMEORB
SEE NOTE 2, THISHISSHEEP. i
SHEET
Wt
MEW
EDGE
1EMBED-
.DISTANCE
I L
FIXED
VISIBLE
UGHT
HEIGHT
14
43
BUCK
HEIGHT
SASH
VISIBLE
LIGHT
HEIGHT
EXTERIOR
a
1-WEEP
NOTCHAT
EACHIRID
SEE TABLE
/1 NOTEB,FOR
HEAD TYPE
TYRANCHORTYPE,
EMBEDMENTMD
EDGE DISTANCEPER
SUBSTRATE, SEE
TABLE B.
DISTANCE PER SUBST
SEE TA
3
UELATCH
1
SWEEP NOR2
MIDSPAN OR 2
BOTTOM LOCHS
OPTIONALHI-RISE
SILL SHOWN. SEE
SHEET10FOR
STANDARD SILL.
NOANGHORS ,
REQUIRED IN ,
FUVJGEOR -
EQUALIEG '
FRAME SILLS -
VERTICAL SECTION B-B
INSTALLATION OPTION 2
INSTALLATION OPTION 3
ANCHORED THROUGH FRAME
ANCHORED THROUGH FRAME AND IX
DIRECTLY INFO CONCRETFICMU.
BUCKSTRIP INTO CONCRETEICMU.
EMBEDMENT
SEENOTE2,THISSHEEf.
EMBEDMENT
114-MAKSHIM
114•MAX SHIM �--
SASHNSIBLE 1]
LIGHFWIDTH
EDGE
DISTANCE
19
FIXED VISIBLE
. UGHTWIDTH
I)
••. .
BUCKWIDTH
IXTERIOR HORIZONTAL SECTION A -A
v
1/4' MAX. SHIM
DADE APPROVED MULLION, FBC
COMPWINTALUMINUMhIEELFRAMIN(
OR STEEL STUD. MAY BE VERTICAL OR
HOR60NTAL. SEE SUBSTRATE
PROPERTIES,TABLES.
INSTALLATION
EQUAL
OPTION 4
LEGISOX
ANCHOREDTHROUGH
FRAME
FRAMEINTOMFTAL
SHOWN
Anchor
Substrate
Min. Embedment
P.T. Southern Pine (SGG0.55)
1-31W
#12 Steel,
#12
Annnum, 6063-T5 Tin.
0.063"
or 410
18�8SS Screw
A36 Steel
0.063"
Steel Stud, Gr. 33 min.
p
0.045" 18 G3
Concrete (man. 3.35 ksi)
1-314"
1/4"410 SS
Ungrouted CMU,(ASTM C-90)
1-1/4"
Crate Flez
P.T. Southern Pine SG0.55)1-3/8"
Concrete (min. 2.85 ksi)1-3/8"1/4"
Steel
llltrecon
Un9rauted CMU, (ASTM C-90)
1-1/4°
P T. $ODtlem Pine SG0.55
1"
1-3/8"
A)MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANIH WFLAT HEAD TYPE IS
ALLOWABLE FOR ANCHORS IN THE HEAD.
C) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
NOTES
TYP. ANCHOR TYPE.
EMBEDMENTANO
EDGE DISTANCE PER
SUBSTRATE, SEE
TABLE S.
VISIBLE LIGHT FORMULAS:
(SHOWN FOR HI -RISE SILL; SEE
SHEET 9 FOR STANDARD SILL)
WIDTH
59 GASH 8 FIXED LITE BUCK WIDTH -4.12•
HEIGHTIEQUALLTTEI
BUCK HEIGHTQ-3.2W
HEIGHT(PROVIE
@FIXED LFTE: BUCK HEIGHT2 . 4.28•
@SASH: BUCK HEIGHT2-11.43-
HEIGHT(CUSTOMSASH)
®FIXED LITE BUCK HEIGHT -SASH HEIGHT-2.55-
@SASH: SASH HEIGHT -4.Bm
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON
TABLE B. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY
INSTALLATION OPTION SHOWN MAY BE USED ON MY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE
8. ALL WOOD BUCKS LESS THAN 1-IR-WICK ME TO BE
CONSIDERED IX INSTALLATIONS..1X WOOD BUCKS ARE OPTIONAL
IF UNIT IS INSTALLED DIRECTLY TO SUBGTRATE WOOD BUCKS
DEPICTED AS M ARE 1-12 THICK OR GREATER. IX AND M BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND
INSTA11AT10N IS THE RESPONSIBILITY OF WE ENGINEER OR
ARCHRECTOFRECCRO.
3) VISIBLE LIGHT NOW OR HEIGHT (ALSO REFERRED TO AS
DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING.
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INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES
EDGE
DISTANCE
�+- EMBEDMENT
EDGE
DISTANCE
BUCK
HEIGHT
I `I
FIXED
VISIBLE
LIGHT
HEIGHT
I
SASH
VISIBLE
LIGHT
HEIGHT
I.
EXTERIOR 78
NOTCHAT
EACH END\
1I4'MA%. EMBEDMENT
SHIM
\—TYP.ANCHORTYPE.
EMBEDMENTANDEDGE
DISTANCEPERSUBSTRATE.
SEETABLE9.
i�
USE ERHER 1
SWEEP LATCH
MIOSPAN OR 2
BOTTO/MLL/OCKS
SSHOWLDSILL
SHIOUS SEE
33 PREVIOUTONAr-
FOR OPTIONAL
HI -RISE BILL
1M' MN(
ttP.ANCHORTYPE, C�
EMBEDMEHTANDEDGE EDGE
DISTANCEPERSUBSTRATE.
SEETABLE9. EMBEDMENT�—
(SCREW SHOWN)
VERTICAL SECTION D-D
1/4-MAXSHIM
FIXEOVISIBLE
LIGHT WIDTH
1/4-MAXSHIM
ISIBL
DTHHV
SIGH
LIGl
31 �P�OR 58
I BUCK WIODI
HORIZONTAL SECTION C-C
DADE APPROVED MULLION, FEC
COMPLIANT ALUMINU WSTEEL FRAMING
1/4'MAX. SHIM OR STEEL STUD. MAY BE VERTICAL OR
PROPERTIES,TABLE9.
910011012STEEL
—SELF-DRILLING
SMS (G5). SEE TABLE 9-
INSTALLATION
OPTION 7
ANCHORED THROUGH
INTEGRAL FIN IWO METAL
Anchor
Substrate
Min. Edge
Distance
Min.
Embedment
2-1/7 x.113" Box Nall
P.T. Southern Pine (SG=0.55)
&IT
2.438
2-112" x .131" Common Nail
P.T. Southern Pine (SG=0.55)
318"
2.438
2412" x .145" Roofing Nail
P.T. Southern Pine (SG=0.55)
3/6"
2.438
2-10 x .145- Roofing Nail
P.T. SDulhem Pine (SG=0.55)
3/B"
2.438
P.T. Southem Pine (SG=0.55)
1/2"
1.375
#10 Steel Tmsshead Scrrmr or
B12 Steel, 18E or 410 SS
Screw
0.125" Aluminum. 6063-TS min.
Si0.125
0.05T A36 Steel
5116"
0.05
0.045" (18 Go) Steel Stud, Gr. 33 min.1
SH6'
0.045
A) MIN. OF 3 THREADS
EDGE
DISTANCE
6 PER SUBSTRATE, SEE
TABLE 9. (NAIL SHOWN)
VISIBLE LIGHT FORMULAS:
(SHOWN FOR STANDARD SILL: SEE
SHEETS 7 OR 8 FOR H4RISE SILL)
WIDTH
® SASH B FIXED WE: BUCK WIDTH-4A2-
HEIGHT (EQUAL-LITE)
BUCKHEIGHTR-3P3'
HEIGHT(PROVIEWI
@FVED LITE: BUCK HEIGHT2 r 4.28'
@SASH: BUCK HEIGHT2-11AY
HEIGHT(CUSTOM SMN)
@FIXED ❑TE: BUCK HEIGHT -SASH HEIGHT-2S5'
QSABH: BASH HEIGHT -46m
NOTES:
INSTALLATION OPTION SHOWN MAY BE USED
ON ANY S1DE OFTHE WINDOW.
2) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO
REFERRED TO AS DAYLIGHT OPENING) IS
MEASURED FROM BEADING TO BEADING.
2.56T SAW 2.M- —�-I
D� a.
�f— .0632.BA0'
25
z.ux 7Lz.2zA' 2.T2a• z.nA•
.06T .O6Y .062" 1.125'
` r
O, FLANGE FRAME HEAD OH �GRAL FIN FRAME OEGUAL LEG FRAME HEAD OFIANGE FRAME JAMB OO JAMB INTEGRAL FIN FNJAE O EQUAL LEG FRAME JAMB
OFLANGE FRAME SILL
RO'
2.150•
1
O SASH TOP RAIL
2.79T 2.79r
aafifi• z.xr
T .06r .062•
}-
f Oa EQUAL LEG FRAME SI
/LL
1 a /INTEGRAL FIN FRAME SILL
ofir
mr -- --� 1.3M- r--
u FMEDMEETINGRNL (D L-
HI-RISE SASHBOTTOMRFI
62
Lr ,.AGE �1
1.522' �1
r
.802•
813'
1.370'
10 COVER HEADMCHOR ,° BASH STOP COVER QIS BEM
1
2=
2273' ----{
DFLANGE FRAME SILL
10 HIAISE
2.T98•
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51 FORANCHORAGECALCUTATIONS:
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51
NOTES:
1) ALL CORNERS TO USE GASKETANDIOR SFAIANT.
2) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY.
Item
PET PartW
Description
Material
1
84200
Head, Flange
A um. 6063
2
62401]
Head, Integral Fln
Alum. E06316
3
fi24028
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Alum. fi063T6
4
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Alum. 6063-TB
4A
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Alum. 6g63-T52
5
624020
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Alum. 6083-18
SA
Jamb, integral Fin (Used For Alternate Radius Top Head)
Alum. 8083-T52
8
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Alum. fi063T6
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7
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8
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Alum. 8063TB
Material
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155 Wit
12].4 ksi
1TT ksi
159.] ksi
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72 ks1
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36 ksi
58 ksi
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11GENSg 4
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0. LYNN MILLER, P.E
P.ES SBTOS
141AMI-DADE
- MIAMI-DADE COUNTY
- PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DMSION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida -Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "PW7720A" Aluminum Fixed Window —L.M.I.
APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines",
sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, 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
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 NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2,
E-3 and E-4, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
rNAJ-No:1&b43b 05;:!:s
Expiration Date: February D, 2024
Approval Date: August 23, 2018
f8113119 Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 08-1112.09)
2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1
through 11 of 11, dated 04/12/13, with revision C dated 06/06/17, 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, Durasealo 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 11116115,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.14)
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 fined
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 under NOA No.13-0502.03)
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
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and
sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
Manuel PeqCz, .E.
Product Control azqiner
NOA No. 18- 30.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5m
Edition (2014) and FBC 61h Edition (2017), dated 09/15/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on
07/04/18.
3. 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 D39513 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 1431b/in.
Manuel Per E.
Product Control E a ner
NOA No. 18- 30.05
Expiration Date: February 19,2024
Approval Date: August 23, 2018
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 51 Edition (2014) and FBC 6' Edition
(2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed
by Manuel Perez, P.E
4. Proposal No. 16-0125 issued by the Product Control Section, dated 03/09/16, signed
by Ishaq Chanda, P.E.
5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed
and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 13-0502.03)
6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated
07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E.
(Submitted under NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "PW-
701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring
on 02/19/19.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. MID-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1
through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
Manuel 'ere ,
Product Control Exknji6er
NOA No. 18-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-3
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202794
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
7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1
(400 foot-poundimpact)
along with marked -up drawings and installation diagram of a series PW7620/PW7720
aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-18-7763, dated 03/19/18, signed and scaled by Idalmis Ortega, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), prepared by manufacturer, dated 04/19/18, 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. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18,
expiring on 07/08/19.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on
07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6' Edition (2017), dated April
20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16,
2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor.
G. OTHERS
1. Notice of Acceptance No. 17-0614.11, issued to PGT Industries, Inc. for their Series
"PW-701/720/820" Aluminum Fixed Window— L.M.I., approved on 10/1 and
expiring on 02/19/19.
Manuel Perez .
product Control Exa nn
NOA No. I8-0430.05
Expiration Date: February 19, 2024
Approval Date: August 23, 2018
E-4
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH
THE REQUIREMENTS OF WE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE
DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30'
IN THE HVHZ, THE OUTBOARD LIVE (CAP) MUSTTEMPERED.
3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MUW I-DADE COUNTY APPROVED MASONRYANCHORS. MAMRULLS
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90
CONCRETE MASONRY UNITS AND CONCRETE WITH MN. KSI PER
ANCHORTYPE
4) ALL WOOD BUCKS LESS THAN I-12" THICK ARE TO BE CONSIDERED
A'
1X INSTALLATIONS. IX MOD BUCKS ME OPDONAL IF UNIT IS
SHEET
INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X
ARE 1-1W THICK OR GREATER. IX AND BUM (WHEN USED) SHALL
I
BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.
L
MOD BUCK DESIGN AND INSTALLATION IS ME RESPONSIBILITY OF
TILE ENGINEER IEDR) OR ARCHITECT OF RECORD, (AGRI. 12°
MA
O.C.
5) ANCHOR EMBEDMENT TO RASE MATERIAL SHALL BE BEYOND WALL
r
DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT EMBEDMENT.
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF ME
FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALINGNIASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTIIERS AND IS BEYOND ME
SCOPE OF THESE INSTRUCTIONS.
6) NAX. 1W SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE USESHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS 6.11
IMPOSED ON THEM BYTHE WINDOW.
'!) DESIGN PRESSURES:
A NEGATIVE DESIGN LOADS BASED ON SMUCTURNUCY=MST
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCMRALI CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS
PERASIME1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
0) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE THE 33-13%SMESS INCREASE HAS NOTBEEN USED IN
THE DESIGN OFTHIS PRODUCT. THE 16 LOAD DURATION FACTOR WAS
USED FOR WE EVALUATION OFANCHORS INTO WOOD. ANCHORS
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAMRLllS
SHALL MEET WE REQUIREMENTS OF WE FLORIDA BUILDING CODE
FOR CORROSION RESISTANCE..
9) REFERENCES: TEST REPORTS FTLJ035.3850, 7212 & 1R7763; ELM
49'TP-TO-TP WIDTH
OTH
- 40-BUCK WBLE
46-1/0°VISIBLE
LIGHT WIDT1
-1
B, SHEETS
S-12'MNC
A
BUCK
HEIGHT
SHEET]
9}1R'
1
-1--
VISIBLE 1TMAX.
LIGHT
GO
HEIGHT
9]'
I'm
-
TIP
TIP
_
iHEIGHT
LB12-MAX. O.C.
S. r
MAX.
TYP. FLANGED FRAME
ELEVATION
GENERAL NOTES ........................
1
ELEVATIONS........__..._...._.._.
4
GLAZNG DETAILS .. ......... ............
2-5
DESIGN PRESSURES........._.._...
26
INSTALLATION, FLANGE......_....6
INSTALLATION, EQUAL -LEG.......
]
INSTALLATION, INT. FIN ..._.....B
INSTALLATION, TNT. FIN ..._.....9
CORNERASSEMB...............
10
EXTRUSION PROFILES.......
PARTS LIST..........:.........:......:.._10
4FBUCKWIDTH -
46-114'VISIBLE
LIGHT WIDTHJv
�n cuccr' - I
DESIGN PRESSURE RATING
IMPACT RATING
VARIES,
-LARGE&SMALLMISSILE
SEE SHEETS 25
IMPACT RESISTANCE
BUCK WIDTH
45-114' E
F4F
WIDT
LIGHT WIDTH)
- 6-MAX.
F, SHEETB
2"MM.
H SHEET9
I
TfESHEETB
E.G
9C
HEIGHT
9gUP
MSISLE
LIGHT
HEIGHT
SO—c
O.C.
TYP. EQUAL -LEG FRAME TYP. FIN FRAME
ELEVATION ELEVATION
93-114'
VISIBLE
LIGHT
HEIGHT
ET
BUCK
HEIGHT
5-MAX. O.C.
FIGURE I:
12.O.C.
SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBINGTHESHAPE W A BLOCK
MAX.
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROMME TABLES ON SHEETS 25.
ANCHOR SPACING TO BE 6° MAX. FROM CORNERS AND 1T O C. MAX. FORALLCURVED FRAME
MEMBERS, SEE FIGURE 1, TIIS SHEET.
12°O.C.
MAz.
/
I-�- WDT1 —{
WDTH I-
F—WmH—{ F^ WIDTH -{
MAX:
1�
1� 1�
ULMACON NOD; ELCO CRETEFLE( NON ANSVAF&PA NOS
FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL TABLE I: WIDTH. WIDTH --I r- vnOTH -I -ADM-{
10) ME]]2M SERIES WAS FORMERLY CALLED THE MMO SERIES:
-ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTON
.ALUMINUM DESIGN MANUAL, ADM-2015
-AISI S100-12
n'g
De9PIptl.A --
spet
1
711T UW(VI6-M-.09P PVB- NIS'HS
2
2
711E Ua 3.1E HS-.09T PVB-X16'KS)
3
3
1-111Y LIG IFT-]11T Alr-L15'M-.D96'PVB-3115-Hs)
2
4
1411V LaTL IG 10'T-]Hfi'Air -311V HS-.DRY FV3-3115-M)
3
5
VIr lami(NIV M-.MV SG-3.16'An)
4
e.
VIr un - IV HSWSG-Yt6-HS
5
]
1L116'UTI. IG IG'T-]116-A1r-3116'M-.CM'SG-311F An
4
S
1.111E LVOL IG(WI5-T-T11F Alr-W16'HS-.09P 5G-W16-HS)
5
.. VALUES AND SIZES FOR
GLASS TYPES 5-B.
SERIES NAME CHANGE TO
]]2M FROM 720.
> H
A
3
^=6
O E
v
y
Y o
alo0
Q
O m ¢
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H
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LL
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n
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s ua5
w
i
w
= 13
?v'LVCENS F
No.SWOS
1 1�
1I
L J
1L -1
_ Tk:
l M cC
I`—WIDTH-�{ �" WIDTH +{
Tr— Ti
v
WIDTH �'{
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u
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rr---
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ST TE F
' T F
�'ns/ONAL E
AN ETIC ENERTHIS SYSTEM GY1 MEN UBNGGLA9STY REQUBEEN IREMENTS OFBI 'PVB'='KUMRAYTROSFDLSPVB� WBYKURARAY�AMERICA,NC. 1 i i ? 111 wt-LFL II
1 1 1 ALYFES 07 R, P.E
P.ER 58]65
D
TABLE2
Window Design Pressure (H-, psf( for Glass Type 1
WNISI&.
T. b T.
n
66718
m
n
81
W
93
91
101
105
11D12
31
+/-50
+/-60
•1-80
+1-80
+/-0
N-00
+Id
+/-W
a1.80
-140
3l
a/-80
+1-Bo
M-60
+/-80
a/ -Op
+'40
+1d0
H-8D
+/-BO
+/.80
35
N-BO
+/-00
+l-BO
rl.@J
a/ -Op
+1d0
y-BO
.l-W
a1-79.8
y.]0.4
3T
+I-WN+I-75.6
0
.IAO
.1-80
1
+/-80.
•I.n.T
./-nz
.las.i
.1-T3.a-
.l-T2.z
39
+/-W0
rl-BO
H-BB
+/-]8.1
+1-T52
abT].5
a/.70.3
aIESS
a1-66.3
41
+l-�80
N-80
+l-RLS
2
+/-]4.3
+1-TL3
a/. S
+IE5.1
.1-W.4
H51.6
-
43
+4800
+IAO
+l-n.4
+1-TL3
•1-652
+/-843
•/b1.B
a1-59.B
M-5&2
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2) FOR SIZES NOT SHOWN. ROUNDUP TO THENE AVAILASLE SHORT OR LONG DIMENSION.
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76-V4
81
85
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93
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+9NDGO
try 121.7
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+9d-111
+Bd-1085
+9d-1re.3
+9d-10C.5
..'Ol.5
+90F1B9.5
39
+W-126.1
+9d-1z11
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+9W-1129
+9d-111
+BY-10/.5
lKVA805
+9Y-101,
+9W 095
+WI-8).]
+W-W.t
+9d-NA
+9d.941
M
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+3d-113.5
+9d-10]5
+9d-1952
+9d-103
+9W-100.5
+AV ne
KW-898
+9d-92
+I18.6
+/d0
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a/ -BB
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+W-1144
+ 107.5
+BL-102.5
+W-100.7
+90'-806
+9L-952
+9W-R2
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+lN
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+I-0O.4
a/$0.1
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+Bd-iB6.]
+Q.1.20
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+9ef-940
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C) TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL LEG WINDOWS SUBTRACT 1-FROM THE TIP -TO -TIP DIMENSION IN THE
ABLE TO DETERMINE THE WINDOW SIZE
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+90%130
+9a-130
«9a-13D
*901-130
+9a-130
+9a-130
a9d-130
33
a9a-130
+9a-130
+9a-130
a9a-13D
+901-130
+9a-130
+9a-130
+9a-130
*9d-130
r9p1.130
*ea-130
+9N-130
+9rv-f30
+aN-130
+eW-130
+Ba-130
a9d-130
a9d-130
+9d-130
«8a-130
35
*9a-130
+9a-130
a9d-130
+9d-f3D
«9d-130
«9d-130
+8d-130
*9N-130
a9d.130
+9p1-130
a9a-13D
+9a-130
+9a-130
a9p/_130
a9d-130
a9N-130
+9N-130
a9d-130
aBN-110
+Oa-110
3]
a9a-130
a9d-130
+9a-130
a9d-13p
*9d-1J0
+9d-130
a9d-130
a9a-130
*9d-130
«Ba-130
a9p/-t3D
+9d4]0
+90'-130
+eN-130
a9d-130
+9N-130
+9a-130
a9p/-130
+Bd-110
«OW-1tD
39
+9a-130
a80•-130
+9a-13D
a9d-13D
+9a-130
a9d-130
a9d-130
a9a-130
+9d-130
a9d-130
+9a-139
«9d-130
+9d-130
+96'-130
+9d-130
+9d-130
a0a-110
+Bd-110
a00'-110
aBD/-110
41
+9a-130'
a9a-130
a9d-1J0
a9a-130
+901-130
«9d-130
+9d-130
+9LY-139
*9d-130
«90I-130
a9d-130
+9D1-130
+9d-130
+9a-130
a0d-110
+Bd-110
*Bd-110
a0d-110
a0d-110
+Bd-110
43
+9d-130
a9d-t30
+9d-130
a9a-1Y1
+9d-130
+9d-130
+9a-130
+9a-130
+9d-130
+9Q'-130
+9a-130
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+Ba-110
*801-110
r8a-110
+Bd-110
+6N-tte
+BN-110
_ 45
«901-130
+90'-130
r9d-130
aga-03p
«9pF13p
+9a-190
*9a-130
a9a-130
a9agJ0
a9d-030
a9d-SW
aBa-110
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aBd-010
a0a-110
aBdq 10
a0a-110
aBN410
+001-HO
6]
+9a-130
a9a-130
+9d-13p
a9d-130
a9ag30
a9d-130
a9d-130
a9a-130
*96'-138
+9a-130
+8a-110
*0a-1f0
+BIV-110
*BN-110
+Bd-110
+Bd-110
a0d-110
a0yg10
F=
49
+901-130
«9d-130
+9d-130
a90r-130
+9a-13D
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+9a-130
+9a-130
+Bd-110
aBd-110
+Ba-If0
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+Od-110
+Ba-110
+Ba-110
+Ba-110
51
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a9d-130
+901-130
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+eN-130
+9d-130
*90b130
re9 M-128.
+Bd-110
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aBa-1f0
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a0d-110
+Ba-110
+Oa-110
I= 53
+9pA130
+9d-130
+9d-130
a9a-130
a9a-130
+9d-130
BO.BI-120.1
+Ba-110
rBd-110
*Ba-11p
+B0F110
+ea-nD
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*Oa-np
«Bd-110
55
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+9d-130
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+9d-130
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a9a-130
+9a-130
a9a-130
*09 N-129
+Ba-110
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a8d-110
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59
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89.5/-129.1
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61
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B9.F✓-129.
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63
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a001-110
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aBd-110
65
+9a-03D
+9d-f30
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a9a-130
a0a-110
aBd-110
aBd-1f0
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6&]/B
+90%130
a0d-110
+Oa-110
+00'-1f0
aBa-110
aBa410
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+001-nD
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Tr
+®3/-nD
.ed-tm
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+ad -up
]aaa
a0a-11p
aed-11n
a0a-1fo
+em-1fp
ZX WOOO SUCKSTRIP EDGE
OR FRAMING, SEE 71 DISTANCE
NOTE 2, THIS SHEET
INSTALLATION
TYPE A
WINDOW
EXTERIOR
BLX
CK DU
TIP-TOTIP
WINDOW
HEIGHT VISIBLE
LIGHT
HEIGHT=
WINDOW
BUCK
HEIGHT-
2a14'
TYP.ANCHORTYPE,
EMBEDMENTANDEOGE INSTALLATION INSTALLATION
DISTANCEPERSUBSTRATE, TYPE TYPES EMBEDMENT
SEETABLEB,THISSHEET
EMBEDMENT 1%WOOD BUCKSTRIP,
1/4' MAX SEE N0TE 2, THIS SHEET
EMOEOMENi T EDGE SHIM TYP_ ANCHOR TYPE, EMBEDMENT AND
I! DISTANCE PFASUBSTRATE, EDGE
EDGE SEE TABLE B, THIS SHEET
DISTANCE
DISTANCE 6
�1/4'MA%
SHIM
USEDFORALL
SIDES OF
ARCHITECTURAL 11
SHAPES @ 11-T1B' EXTERIOR -
O.C. MAX.
CONCRETEICMU 4 11 -
PERANCHOR 4�_ VISIBLEUGHTWDTH= 5 ,
REQUIREMENT WINDOW BUCK WIDTH -234-
MANDOW BUCK WIDTH CONCRETEICMU
TIP-TOTIP WINDOW WIOT-1 PERANCHOR
REQUIREMENT
INSTALLATION HORIZONTAL SECTION A -A
METHOD j�
INSTALLATION k-- EDGE
TYPE B DISTANCE
VERTICAL SECTION B-
EXTERIOR
STEEL SI
M6S,
8, THIS
S
MIAMI-DARE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. EESUBSSHEE
.� PROPERTIES, TABLE B,THIS SHEET
AIIn.,
Substrate
MP. US.
Diane
Mm EmRMment
MaxOC.
S aci
#12ar#1441OSSScr.
Soa ern Pine (SG,() SS)
9116"
1a1S°
12'
Alurtinum6 T5 mi
YB"
O.OBY
1T
A116 Steel
W
OA63"'
1T
Skel SM. Dr. 33 min.
HIS"-
O.NY(laGe'
1T
#12cr#iGStealsc,e (m)
SOMflern Pine SG,0M
9C16'
1-NIP
1T
MIINnl4n 6063-TS min.
HIS"
0083^'
12-
A36Skel
31B'
OOG4"'
1T
Steel SRM Cr. Wmin.
TV
0045^ 16 GO)1T
114^41OSSCmII,FEx
U rop CMU ASIM G90
2-1Y2'
1-1M°
iT
Cant.@ (m, 135 lei)
1"
1-W
IT
1C4^SW Ultracon
Cancrek ., 285 ksi
P
1-H
12"
Concrete loin. 2,85W
2-11T
1-111W
12"
Un rouaM CMU ASIM G90
2-1/2"
1-1W
12'
916"SIezI UlVacon
Concrete min.3.5kei
1-11v
1-96'
1T
trocicMCMU ASWC-90
2-112'
1-314"
1T
VALUES
USE FOR NWIt
�1/4' MAX SHIM "UNGRODTEO CMU• VALUES MAYBE USED FOR GROUTED CMUAPPLICATIONS.
ALL HEADTYPES APPUG40lE
T 1% MOD BUCKSTRIP, INSTALLATION NOTES'
SEENOTE2.THISSHEET
1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND
LOGE DISTANCE LIMITS.
CONGRETEPER
•
�TYP.ANCHORTYPE,EMBEDMENT
B
ANCHOR
2. WOOD BUCKS DEPICTED ON THIS SHEET AS 'IV. ARE BUCKS WHOSE TOTAL
REQUIREMENT
THICKNESS IS LESS THAN I-112'. 1%WOOD BUCKS ARE OPTIONAL IF UNIT CAN
BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS
•
'2X'ARE1-l2" CKORGREATERINSTALLATIONTOTHESUBSTRATEOF
WOOD BUCKS TORE ENGINEERED BYOT-iERS ORAS APPRDVED BY
AUTHORRYHAVINGJURISDICTION.
AND EDGE DISTANCE PER
SUBSTRATE,SEETABLEB,THISSHEET
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF
SIZE TO PROVIDE FULL SUPPORTTOTHE WINDOW FRAME
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA APPLIES TO WHOLE SYSTEM. '
Materiel
Mn. F.
Mn. F.
SRel Screw
92 k9
I 120 kzi
410Screw
901¢i
110 kd
Eloo WSCI w
in
to kv
410S8EIca CmWReA
12/.4ka
1 18B.7W
60SYTS ftmPam
16ks
22ks
A36 SWI
?fi Ya'
SB ks
Gr. 33 SI lSW
MW
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�2��;0N 1GEN@F 4f�((�P
No. 58705 '
IT}�� D:
FC ORIDP.�\�\��
A LYNN MILLER, RE.
REY55705
ZXWOOOBUCKSTRIP I.— EDGE
ORFRAWNG.SEE— DISTANCE
INSTALLATION
TYPE E
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT=
wNDCW
BUCK
HEIGHT.
2ala•
TYRANCHORTYPE.
INSTALLATION INSTALLATION
EMSEDMENTANDEDGE
TYPEG TYPE
DISTANCE PER SUBSTRATE,
EMBEDMENT
GEE TAULE9.THISSHEET
1
SHEET
NOW 2 THIS
EMBEDMENT SEE NOTE 2, THIS SHEET
O
SHI114 M TYP. ANCHOR TYPE, EMBEDMENT
EMBEDMENT .J_
EDGE DISTANCE PER SUBSTRATE,
EDGE
S SEE TABLE 9, THIS SHEET
DISTANCE
EDGE
DISTANCE
�Na•MAX
2
2 SHIM
••
USED FOR ALL
SIDES OF
•• 11
'•
ARCHITECTURAL
EX TER
SHAPES ®11-T/S" d V 11
O.C. MAX. - -' VISIBLEUGHTIMD1H= 5
CONCRETEICMU WI M-23a• I
'
PERANCHORIMNnOIWBUCKWDTHREQUIREMENT
I
•
CONCRETE/CMU
HORIZONTAL SECTION C-C
INSTALLATION
PERANCHOR
TYPE H
REQUIREMENT
U/1y F SHIM
MAX
T} SHIM
1
EXTERIOR �IJ{ III
1�3'gji�ll `\ILIA Ly'I STEEL SELF-DRIWNf
MS (S), SEETABLE
9, THISS SHEET
MU1MI-DAD E APPROV EO MU W GN (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 9,THIS SHEET
AIwIIor
Subs0a�
Mn. E09e
Dismxe
Ma EnSoAren1
Mat O.C.
#12 m#14410 SS Screw
Sagan Pine SG=0.55
SH6•
1-wr
12°
Nuinwm B TS min.
31F
0083-
1T
A36st
3/B°
0.(W
12
el Svi 33 min.
3fr
0.045' 18 Ga '
12'
912 or#14 SNeI Scrc (GS)
soN mPire SGaE
911T
1-3R"
IT
MHnum 006375 min.
Nr
D062P
12°
A36&eel
NIP
0.053°•
t2°
SRel SW, Or. 33 inn
3/S•
OUF 1B Go
12'
1W 410 SS CmteF
uk,t cm A,sTm C-9D
2-1
1-1/4°
1T
CmcreN Inn 3.351¢i
1•
1-wr
12
1/4'S4el Lgracon
Cmcmia imri. 2.85 ksI
1•
1-3'4"
12°
Concrete Hn. 2.B5 ksi
2-12°
1-3'B'
12
rouMS CMU ASTM d90
5I1S'Sleel Utlracan
Cancmt° min. BS kN
1-1/4•
13/
1Y'
CmU CMU ASTMGX
2-W-
1 1-Y4°
1 12'
`J
It.
"UNGRUTEDCFAUJALUES YBH.MUALS ORGR
•UNGROUTEO CMU' VALUES MAY BE USED FOR GROUTED CMUAPPLICAHONS,
ALL HEAD TYPES APPLICABLE.
5
�11a° M4lf $HIM
INSTALLATION NOTES:
�1%WOOD BUCKSTRIP,
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND
SEE NOTE 2, THIS SHEET
EDGE DISTANCE LIMITS.
Material
Min. F,
Am F.
T
2. WOOD BUCKS DEPICTED ONTHIS SHEETAS-1r,ARE BUCKSWHOSETOTAL
Steel Scmw
92 kei
120 ksi
-
CONCRETE PER
THICKNESS IS LESS THAN I-12•. t%WOOD BUCKSARE OPPONAL IF UNR CAN
410 Screw
90 k31
110ks1
EMBEDMENT
ANCHOR
BEINSTALUED DIRECTLYTOSOUDCONCRETE. WOOD SUCKSDEPICTEDAS
EUO UtraCorlFd
155 ks1
1n Nsl
'•
REQUIREMENT
°2ME1-12°THICKORGREATER.INSTALWTIONTOTHESUBBTRATEOF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY
410 SS EUO GeIeF eaJ
121.d 1¢i
1�.]I¢i
-
AUTHORITY HAVING JURISDICTION.
606 75 AlUmiwm
16w
22Yi
INSTALLATION
A36 Steel
30 ksi
SB ksi
TYPE �— EDGE
TYP. ANCHOR TYPE, EMBEDMENT
3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE
Or. 3351eel Stw
3 W
445W
DISTANCE AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORTTOTHEWINDOWFRAME.
SUBSTRATE. SEE TABLE 9, THIS SHEET
VERTICAL SECTION D-D 4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR
MULLION NOA"PLIES TO WHOLE SYSTEM.
NO CHANGES THIS SHEET.
1
FIN FRAMES ARE ONLY TO BE USED
TYP.ANCHORTYPE.
]%MOD SUCKSTRIP
INSTALLATION
WITH GLASS TYPES I4(PVB INSTALLATION
EMBEDMENFAND EDGE EMBEDMENT
ORFRAMING,SEE
TYPE
INIERLAYER), NOTTO BE USEDWITH TYPE
DISTANCEPERSUBSTF
NOTE 2, THIS SHEET
EDGE
GLASS TYPEB S-B, (SG INTERLAYER).
SEETABLEtO,THISSHEEf
DISTANCE 1/q'MA%
EDGE DISTANCE —�
EDGE
INSTALLATION
0 DISTANCE
2X WOOD BUCKSTRIP
O
2XWOODBUCKSTRIP O
OR FRAMING, SEE
PRODUCT REVISED
.+—Plyimwllhhm.m"
TYPE I OR FRAMING, SEE
NOTE 2, THIS SHEET
NOTE 2, THIS SHEET
11q,
TYP.ANCHORTYPE,EMBEDMENTAND
EOGEDISTANCEPER SU,
Bmldmg Q&
Ageplmr ib 180A,3>?.0S
E��'rrti Dae
BEE TABLE I0,THISSHEETHEET
y�f_
EXTERIOR
a
WINDOW
BUCK
HEIGHT
VISIBLE
LIGHT
HEIGHT -
WINDOW
BUCK
HEIGHT-
231q-
INSTALLATION
TYPEJ
INSTALLATION
TYPE
EXTERIOR
a
L
EXTETR1IO
�J
I— VISIBL WBUC WIO TH — 5
Ili" WIWINDOW BUCK WIDTH -2-30•
WINDOW BUCK WIDTH
1/4•
MAX. HORIZONTAL SECTION E-E
SHIM
�lL —SMS(GSSSEET
to, THI55HEET
MUVAI-DARE APPROVED MU WON (SEE
SEPERATE NOA), ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE SUBSTRPTE
PROPERTIES, TABLE 10.THIS SHEET
21
g 2X WOOD BUCKSTRIP
OR FRAMING, SEE
NOTE2,THISSHEET
�tlq• MAX SHIM
0
EDGE DI1STANCE
EMBEDMENT �' o TMPE,EMBEOMENT
AND EDGE DISTANCE PER
SUSSTMTE, SEETABLE 10, THIS SHEET
VERTICAL SECTION F-F
EMBEDMENT
NO CHANGES THIS SHEET.
R z
Anchor
Substrate
Min. Edge
DlelnncC
Max-0.C.
S ecln
2-1/2°x.113' BOX Nadi
Southern Pine 5G0.55
5/16•
5°
2-112° x.131° Common Nail
SOulhem Pine SGD.55
318°
5'
2-1/2°x.145°Roots Nail
Southern Pine SG-0.55
318'
S°
#10A1° Steel Screw(G5)•
Southern Pine SG-0.55
117
O.ODYAlutNnu 6063-TS min.
5/16,1/16°A365feel
145.
5/16"O.045"
18 Ga Steel Slud Gr 33
5/1fi°
INSTALLATION NOTES
1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW
EMBEDMENTAND EDGE DISTANCE LIMITS.
2. FOR ATTACHMENT TO METAL THESTRUCTVRAL MEMBER SHALL
BE OFASIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME.
3. IFAPPLICASLE, LOWER DESIGN PRESSURE FROM ETHER
WINDOW OR MULLION NOAAPPLIES TO WHOLE SYSTEM.
Maledel
Mr. F1
Mo. F„
S@el Serew
nks1
1NW
606i SALOnIMTn
16W
22ks1
AM Steel
36k5
581d
Gr.335teelsw
3Tkd
g51d
�,`V LYNN
` 22�:' JLENSp '(LOP
F.
No. SB]D$
1
EDGE DISTANCE
TYRANCHORTYPE, FIN FRAMES ARE ONLY TO BE USED
2X MOD BUCKSTRIP
OR G,SEE
NOTE THIS
Z THIS SHEET
EMBEDMENT AND EDGE WITH GLASS
LS TYPES I4(PVB
DISTANCE PER SUBSTRATE, INSTALLATION TYPE M INTERIAYER), NOT TO BE USED WITH
SEE TABLE II, THIS SHEET GLASS TYPES SO,(SG INTER! INSTALLATION
TYPE N
EMBEDMENT
EMBEDMENT
"
INSTALLATION
-
TYPE
O EMSF�, � Q 1/A'MA%SHIM
I�-,LI 1X W000 BUCKSTRIP, SEE
2%WOOD BUCKSTRIP NDTE 2, THIS SHEET
PRODUCT REVISED
dYm911M 4L FbM4
I}
ORFRAMING, SEE
NOTE 2, THIS SHEET
L TYP. ANCHORTYPE,EMBEDMENTAND
3 SHIA EDGE DISTANCE PER SUBSTRATE,
:.ls-Ofj
UNI�hd4
p(i
SEE TABLE II, THIS SHEET
M111vm e�P1.dtr.1
EXTERIOR
aO.C.
8 ARCHITECTURAL EDGE
SHAPES @ 11-7V DISTANCE
29 MA)(. T-
INSTALLATION
....
DOW
BUCK
TYPE O
HEIGHT
EXTERIOR
i
a
VISIBLE 9 lJ
LIGHT
HEIGHT• STEEL SELF -
WINDOW SMS (G5), BE
BUCK 11. THIS SHEI
HEIGHT.
2414°
MIAMI-DARE APPROVED MULLION (SEE
SEPERATE NOA), ALUMINUM. STEEL FRAMING
OR STEEL STUD. SEE SUBSTRATE
PROPERTIES, TABLE 11,THIS SHEET
- 21 fl
u
VIOWE CKWIDTDTH• _
1/4' I - WINDOW BUBUCK IDTH 4'
MAX' 1MN00W BULK WIDTH
SHIM
HORIZONTAL SECTION G-G
EDGE
DISTANCE
CONCRETHOMU
PEUIREMER
REQUIREMENT
EXTETIRIOR
V
Anchor
SUlstrate
OIs1aEdge
Min. EmDednent
Max O.C.
M2 m #14 41O SS Scrm
Soulli m Plne SG=0.
9/16'
1-MB"
&T
Ab 6063-TS mn.
3/8°
O G63°'
6.2°
A36 Steel
3/8'
0.063-'
6.2"
Steel tl 31nn.
Wei
0.045 18 GB .
6.T
012 or #14 Steel Scrm(C�.1
SaA1em Fine SG=0.
9116"
1-3/8"
6.2°
Alunlin BOB3-T5 nlin.
318'
0.063°'
6.2"
A36 Steel
3/8°
0.0631.
6.2"
Steel Stud.33 min.
3/8"
0.045" 18 GB •
6.2"
1!4"410 SS CreteFkX
Urymuted CMU ASTM 090
2-1/2"
1-1/4'
11.6"
Co lere� min. 3.35 kA)
1"
1-3M'
11.6"
1/4° Steel llltrecon
Concrete 11vn. 2.85 k9
1°
1-3T4°
11.6"
Concrete( min. 2.85 ks1
2-112°
1-3/8"
lh rvN CMU ASTM G90
2-1/2"
1-1M'
11.6"
5116" Steel Utracvn
Concrete Ilan. I-,
1-114"
1-314'
11.6"
trouted CMU ASTM G90
2-1l2°
1-3r4°
1 11.6°
LJ �1/4'MAC SHIM
INSTALLATION Ix Rup.•MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
TYPEN SEE NOD 2, THIS SHE •UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
O SEE NOTE 2,THI5 SHEET
T ALL HE40 TTPES APPLICABLE
INSTALLATION NOTES
:
EMBEDMENT 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENTAND EDGE DISTANCE LIMITS.
° 2. MOD BUCKS DEPICTED ON THIS SHEETAS'1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN I-1Q'. 1X MOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. MOD BUCKS DEPICTED AS'2X'ARE
CONCRETE/CMU 1-1Q-THICK OR GREATER INSTALLATION TO THE SUBSTRATE OFWOOD BUCKS TO BE ENGINEERED BY OTHERS OF
PERANCHOR �, EDGE APPROVED BY AUTHORITY HAVING JURISDICTION.
REQUIREMENT DISTANCE
3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALL BE OFA SQE TO PROVIDE FULL SUPPORTTO THE
VERTICAL SECTION H-H WINDOW FRAME.
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHERIMNOOW OR MULLION NOAAPPLIESTO MOLE SYSTEM.
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1
4253C
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Alum. 6083-T5
2
4285
Equal -leg Frame
Alum. 6063-75
3
4256
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Alum. 6063-T5
4
4255
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Alum. 6063-TS
5
4254
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Alum. 6053-TS
6a
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Alum. 6063-TS
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Rigid PVC
8
4267
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Alum. 6083-T5
9
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Alum. 6063-75
10
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Polyethylene
11
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12
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899, 90 or GE 7700 Backbedding
Silicone
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Neoprene, Gum. 85+/-1
21
71704AK
Setting Block, I.G. 3/16" x 13/32' x 4"
Neoprene, Dum. 85 +/-1
29
76XI14FP
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Stainless Steel
30
781PDX
N8 x 1" Quad PH EMS (Assembly)
Stainless Steel
75
Kommeding Kodispace 4SG TPS
See this Sheet for
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78
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MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
.SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to
be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this
acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to
meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SGD-770" Aluminum Sliding Glass Doors w/ 90' & 135' corners —L.M.I
APPROVAL DOCUMENT: Drawing No. PGTO130 Rev C, titled "Series 770 Alum. SGD - LM ImpacV, sheets 1
through 22 of 22, dated 10/10/14 and last revised on 11/22/19, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Renewal 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. Max eight (8) panels configuration unit is allowed, having max nominal panel size not to exceed tested height &
width per tables 1 thru 3. See sheets 6, 7 and 8 for Design Pressures (DP), glass types, Sill type for Positive DP
limits, applicable Standard or Heavy Duty parts and anchorage requirements. See Typ. Installation in sheet 10 for
straight configured units, sheet 11 for corner units and sheet 14 for pocketed units. Pockets & Egress requirements
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", 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 renews NOA 4 17-0420.12 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as
approval document mentioned above.
The submitted documentation was reviewed by Ishaq L Chanda, P.E.
MIAMI-DADE COUNTY
Expiration Date: February 17, 2U25
ApprovalDate: January09, 2020
l�t6�`� Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
V
1. Evidence submitted under previous approvals under file 915-1013.15
A. DRAWINGS
1. Manufacturer's die drawings and sections (submitted under files See below)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1 through 22 of
22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, signed and
sealed by 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 an aluminum sliding glass door, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554, dated 11/01/13, signed and
sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 14-0123. 10)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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 sliding glass door, prepared
by Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued on 12/29/09, all
signed and sealed by Julio Gonzales, P.E.(Submitted under NOA No. 09-0826.10)
Along with marked -up drawings and installation diagram of an aluminum sliding glass door,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-5980, FTL-5993, FTL-
6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028,
FTL-6031, FTL-6033 and FTL-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,
P.E. (Submitted under NOA No. 09-0826.10)
3. Additional, Reference Fixed window test report FTL-7897 (cardinal spacer) per TAS 201, 202 &
203-94, issued by Fenestration Testing lab (Test report submitted under file #15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51 Edition
(2014), dated 01/30/15, prepared by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
ISIA" 1 . UA"-1,
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.03
Expiration Date: February 17, 2025
Approval Date: January 09, 2020
E-1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc, for their "Butacite®
PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0128.11, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. expiring on 02/17/20.
2. Evidence submitted under previous approvals under file #16-2609.06
A. DRAWINGS
1. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact', sheets 1 through 22 of 22,
dated 10/10/14, with revision B dated 05/05/16, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. Reference 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/
PS, 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.
C. CALCULATIONS (Submitted under previous NOA)
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5" Edition (2014), dated October 8, 2015,
issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Test proposal No.16-0152 dated 03/09/16 approved by RER.
G. OTHERS
1. Notice of Acceptance No. 15-1013.15, issued to PGT Industries, Inc. for their Series "SOD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I., expiring on 02/17/20.
Ishaq I. Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.03
Expiration Date: February 17,2025
Approval Date: January 09, 2020
E-2
PGT Industries, Inc.
s NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. Evidence submitted under previous approvals under file 917-0420.12
A. DRAWINGS
1. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact', sheets 1 through 22 of 22,
dated 10/10/14, with revision C dated 04/05/17, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-61h Edition (2017),
dated 04/18/17 and revised on 08/10/17, prepared by manufacturer, signed and sealed by Anthony
Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19.
F. STATEMENTS
1. Statement letter of conformance with FBC-61 Edition (2017), dated 08/10/17, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
G. OTHERS
1. Notice of Acceptance No. 16-0629.06, issued to PGT Industries, Inc. for their Series "SGD-770"
Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I., expiring on 02/17/20.
4. New Evidence submitted
A. DRAWINGS
1. Drawing No. PGTO128 Rev C, titled "Series 670 Alum SGD-Non-Impact', sheets 1 through 22
of 22, prepared by manufacturer, dated 02-02-14 and last revised on 11/22/19, signed and sealed
by Lynn Miller, P.E.
C. CALCULATIONS (submitted under file #17-0420.12)
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.19-0305.02 issued to Kuraray America, Inc. for their "Trosifol&
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/24.
2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (6`h Edition) and letter of no financial interest,
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.12, expiring April 07, 2025. 1 Lea r
Lshaq L Chanda, P.E.
Product Control Unit Supervisor
NOA No. 19-1126.03
Expiration Date: February 17, 2025
Approval Date: January 09, 2020
E-3
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
1)) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE: THE 33-113 % STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTLS980, FTL5993, FTL5001, FTL-6014, FTL-6015, FTL-6017, FTLS022, FRt023,
FTL-6024, FTL-6025, FfL-6028, FTL-6031, FTL5033, FTL.6036 AND FTL.7554
„g I DavlPdon Naedfrom Extenar ro InbnoN
T=TEMPERED
'pva.. mw TROSIFOLO PVB BY KUMAAYAMERILA, NO.
SW = .060' S ENIERYGLASA BY KURARAY AMERK A. INC.
DESIGN PRESSURE RATING I IMPACTRAHNG
SEETABLES1,2930N I RATEDFORLARGE&SMALL
SHEETS6,780 MISSILEIMPACTRESISTANCE
CODESISTANOARDSUSED:
o2017 FLORIDA BUILDING CODE (FBC), 6TH MMON
o2014 FLORIDA BUILDING CODE (Mc): 5TH EDITION
OASTMEIN)0
0ANSBAF&PA NDS2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL, ADM-2015
OAISI S10D12
OAISC360-10
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS............
4.5
ANCHORAGE .....................6-14
DESIGN PRESSURES.......
6-8
INSTALL DETAILS..............12-14
ELEVATIONS. ....................
16.16
PANEL 1 SILL TYPES......._17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
(941)A91f6ro
&A CERLOFAUIMR9Z
TABLE A:
Gmur
P
Mn acrWk.i.
TypMember
Fmmo
Hirt Edge
Dim..
MIn. O.O
DI>HI.
w-'
DnMdmet4or
Mehl TtIlZem
A
SMS,
Rp SS ksi)
B5 SMS,
F,=tID ksi
$GEMm R¢(SG-D55)
WIV
Ile•
I.&S'
e063-T5 A uIvt
318'
S&16'
t(W
A36 Steel
&8-
S16'
0.050'
Gr. 3T Ste SW
Sir
WIV
%045(10Ge)
ggm-Gat-10
, R'96 ks1
Aa
Do.IN. min 222W
1-iR
T
I.Nr
Jamb) P-lock
Rlled Blo[k (ASTM C90
T
T
S
Jemb I Pdmdt
Pollan SIMI,(AS1M C90
2'
T
14W
AB
S=M Pire lSG-055)
1'1'1-Ur
B
MS lGr. 5)
lmin. ol3 rbeads be,W
melelemsbate7
m
S4UUNm PireFIG =B55)
NIV
DB'
14IF
fi06i-15 Nwlin,vn
Na-
S'1T
Ai65tcel
S
D.
Gr. 3351eel Stlq
18'
.1
9I
'1fi'
0.095 1
LUB Ga
O
114' El. LAmC
Fr=155 ksi, F.177 MI
AI
Cmcmte (min Z85 kai)
1'
4'
I.NT
Ionia P4mok
Hollow Bl=k(ASIM CIO)
1'
6'
1-V4'
114'D[D MrtComD
F1=155 W. F. In ksi
AB
Goncmte(min2.05 ksi
2-11Y
4'
1.&W
Jambi P4mok
Filled Ukck ASTM C90
2.11?
d'
NX4•
Jamb l P-N*
IBNI[w BMk fASTM C90
241T
T
14W
D
1/C 410 SS EJCE QHeRes®
F,-lV.4 Its!, F. 1Sal kel
1 lSin
Om to am. 135"1)
1'
4-
14
Jambi P4wok
Concrete in 3,35 ksi
1'
6'
134'
Jsmbl P400k
PoIIw Blmk ASTMC90
2-115
T
1-114'
NI
SMMm Pire SO=055
1'
1'
13I8'
1) WHERE SUBSTRATE CONDITIONS REOUIREANCHORAGE FROM MORE THAN ONE OF THEANCHOR GROUPSABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWESTLETTER FOR ALLTABLES IN THISAPPROVAL
2)AU.MCHORHEADTYPESAREAPPUCAOLE
3) FOR SFEEL STIDS. MIN. N-45 KSI, MW FY=M KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCKAPPOCATONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EKTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A. THIS SHEET
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12- THICK.
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-112- THICK OR GREATER. IX AND 2X BUCKS
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA 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, NONSHRI NK, NON-METALLIC GROUT,
MAX. 114' THICK & 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.
SGD.no I NTS I 1 . 22
LM
N.. M705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jvl, "Je,'KW" OR'Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
MOM. PANEL WIDTH MOM. PANEL WIDTH PXXXXp, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 t 3 PER TABLES 1-3 13 ,CAN BE OXXXp.
2)80.8135- CORNER CONFIGURATIONS CAN BE A COMBINATION
1 OF ANY 2 STRAIGHT CONFIGURATIONS.
i
MAX. UNIT ' / +w ' lRjS MAX. UNIT ' /'B 3)FOR MOM. PANEL WIDTH, SEE TABLES I-3.
HEIGHT a t°@rc HEIGHT /
PER TABLES 13 ix'a'w PER TABLES I3 / / 1H1g!!� "X.= OPERABLE PANEL,
Ig Ioa'B+ '0'= INOPERABLE PANEL.
AA -POCKET
rocrcET leg RpfXEr 1a .pDETAIL ODOR
1� f _ter: W=WOODETE INSTALLATION
1-PANEL - r 2-PANEL ® 'c'=CONCRETE INSTALLATION
CONFIGURATIONS + +3 CONFIGURATIONS + 13 SHEET NUMBER
MAX. UNIT WIDTH
MOM. PANEL WIDTH MOM.I
PER TABLES 1-3 'w ' ' 3 _1\ _ PE
t
t
MAX. UNITHEIGHT
PER TABLES I-3 h
J�
r I
I
Jw
to 14 Too MA)
J a IFg' HE
j qUq TA91
1¢G RGGKET 1
3-PANEL CONFIGURATIONS
3 t3
MAX. UNIT WIDTH
MOM. PANEL WIDTH 1 t Qil +4 3
PERTABLES 1-3
t 1
MAX. UNIT tc
HEIGHT t t3
PER TABLES 1-3
F— one
Nil
CONFIGURATIONS #J.
WIDTH =MOM. PANEL WIDTH -7'
HEIGHT = DOOR UNIT HEIGHT -10.125'
IEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
• • nTi. l2i33fv�ad^�13a
iEliklfB>rXL1iF>r�7
MAX UNIT WIDTH
MOM. PANEL WIDTH
PER TABLES 1-3
Jw Jc I
9
w
t t I�po MAX. UNIT
I4 n'n HEIGHT
t
/
/
SEE
gar
PER
U TABLES IJ
IX�w
GGa-
t
o
w=Er
INSIDE
IRODVC IEIILW®
naidieg�Co9�Mm me0oi•o
na.plma Nwl 1126•03
EWImWu Wa�iT
By
eu.vlBmtl Ltrael•
0
JR a.07 pt NO GH4gGfS RO55HEEL CERT.WAUf1l /A1:U SERIES 770 ALUM. SGD-LM IMPACT a. `,j,'yNAL
LJ \ \�JL{tlJ 0. LYN4I LII(Ll�t RE
JRtl falNfa a� _ �sco-no NTS 2 > 22 w� PGT0f30 C P.Etl SE7os
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
NOM.
PE
MAX.
HEI
96'
I
_
mLA.21LIaaEV[di
i(!sf�iE��L7iE�Q�7
I
IELm6�a.1®5a13-1
`
��Ii���
m
mm
m
Q-7
m
m
.x�.'��iE1iG1
mm
- r
NOM. PANEL WIDTH _
PER TABLES 1-3
MAX. UNIT 13
HEIGHT T t
PER TABLES 13
1
NOM. I
PE
MA)
HE
PER V
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'Jw','Jc','Kw' OR'Kc INSTALLATION.
EXAMPLE: 4-PANEL)O XX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, p%XXX OR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXP.
2) 90- & 13V CORNER CONFIGURATIONS CAN BE A COMBINATION
g
6�o
OF ANY 2 STRAIGHT CONFIGURATIONS.
��
3)FOR NOM. PANEL WIDTH, SEETABLES 1.3.
x�xgGg6
SW`
'X'=OPERABLE PANEL.
'0'= INOPERABLE PANEL,
'p' = POCKET
6-PANEL CONFIGURATIONS
is t DETAIL LETTER
'w- = WOOD OR METAL INSTALLATION
I
— �iF7fEliE/��E7
Floonme"Im
FM—E7
m
m
m
m
m
® 'c'=CONCRETE INSTALLATION
SHEET NUMBER
1.fw�Q
DLO WIDTH= NOM- PANELHT
/K�`twjlv`yx9c1` 7
HEIGHT
DLO HEIGHT =DOOR UNIT HT- 70.725
to t jZ�N
PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866'
r � m
7-PANEL CONFIGURATIONS
3 1 t 1 •RBDDCTR6kllCFL
l Temp111°L"��{ti11�
r
_
3^./A N113i a1^.G.a
�XF7®®iE>•iPl
��QA
m
fF9
iFl
iRl
iF)
iFl
m
mR�
8-PANEL CONFIGURATIONS
CF T.O AI ..l
EXAMPLE CONFIGURATIONS
SERIES 770 ALUM. SGD - LM IMPACT
ar°m
�sso-no NTS 3 • 22 PGT01;
"pruuin
�lCENSF
* ; N.. M705
is�ONAI
A LYNN MILLI
REXM7
GLAZING
7/i6' NOM.
7/16' NOM.
1° NOM.
311W HS GLASS
3/16' HS GLASS
3116'HS GLASS
—
.090' PVB
.090' PVB
SG
3116' HS GLASS-
3116' HS GLASS
74
3/16'HS GLASS
]a
3/8°AIRSPACE
�TjI4OM
3116' T GLASS
62
82
IyIQq
3G
S
GLA55
z:3
3G NS'
GLASS
83
124127
3/4'NON
GLASS
_
BITE
BITEI4O�RI
I
BITE
4 eo L Ezra R
]6
�^ 65
7/16" LAMINATED GLASS, TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9/16' NOM. 9116' NOM. 1' NOM.
3/16' HS GLASS
1/4' HS GLASS 1/4° HS GLASS .090' PVB
.090' PVB .090' SG 3116' HS GLAS
7/4'HS GLASS (GLASS
114'HS GLASS ]4 5/16'AIRSPACE 74
114' T GLASS
62 82
63
3/4' NOM. 3/4' NOM.
EM RIOR EMRIOR
GLASS 1za42] GLASS
a BITE BITE
E RIOR
01 01
]9
� 85
9/16" LAMINATED GLASS, TYPE G3A 9/16' LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES: No.58705
'ANN'=ANNEALED
'HS'- HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
tf a�
T=TEMPERED
f0)OTEGNNIXOGVDP Q STgTEp
PVB'=.090°TROSIFOP PVB BY KURARAY AMERICA, INC. N. EIC&FL A27E GLAZING DETAILS
:PVB'
= .090' SENTRYGLAS° BY KURARAY AMERICA INC. 1w0dewsoo iSS +. tpRlp�*..'Ge�:
[FR7. orwrx der SERIES 770 ALUM. SGD - LM IMPACT "dT"SaOryM Ili P.C.
JR" OIA-7 C NO CH GESTHISSHEET. y.°us rev' sr w.�ern w
JR• 1d1d1d cmn
SGbRO NTS 4 "72 PG70130 C PEu5970.5
GLAZING DETAILS (136, 136A, G7, G7A, G8 & G8A)
l" NOM. 7/16' NOM. 1' NOM.
3/16' HS GLASS 3/16' ANN GLASS 3116' ANN GLASS
.090' SG .090' S
3/i6' MS GLAS .090° SG 3/i6' ANN GLASS
3/e'AIR SPACE P4 3J16"ANN GLASS 74 316'AIR SPACE 74
3/16' T GLASS 3/16' T GLASS
82
83
83 r
3/4' NOM.
E%TERIOR 3/4' NOM. 3/4' NOM.
12a12] GLASS BLTEB 12ai2] GLASS
BITE EMERIOR SITE
E RIOR
19
79
54 55
55
1" LAMINATED I.G. GLASS TYPE G6 7/16" LAMINATED GLASS TYPE G7 1" LAMINATED I.G. GLASS, TYPE GB
1' NOM. 9/16' NOM. 1' NOM.
3/16' HS GLASS- 3/16'ANN GLASS
.090, S 174' ANN GLASS— .090' SG
3/16' HS GLAS .090' SG 3116' ANN GLAS
5/16°AIRSPACE ]4 1/4'ANN GLASS ]4 5/16'AIR SPACE 74
7/4' T GLASS 82 1/4' T GLASS mooUcr nenewm
83 83 uwvpl]IpgMMLLePWYo
peCaEs
3/4' NOM. A,pepwpv Ne1q-112L •e]
3/4'NOM. OCERIOR GAS A/4'NOM. E�FI1n+Im Me i
12a,2] Bur BITE 124127 6IT
E% R10R Mla
E%TER OR
<03 5, a )9 ]9
54
55 55
1" LAMINATED I.G. GLASS, TYPE G6A 9116" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS TYPE G8A
,+anon
GLAZING NOTES: ' A.: ^ No. 58705 '
'ANN'=ANNEALED
'HS'=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
T'=TEMPERED
'PVB'-.090'TROSIFOe PVB BY KURARAY AMERICA. INC. +p7a rEamaoOrPRrvE
R VEwcEa.we7s GLAZING DETAILS %F �ORIOh,r'
"SG'=.090' SENTRYGLASO BY KURARAY AMERICA. INC. Ip,0amllspp 'vOss/ NG
]a` ao5n7 c rvo cwweES T]/rssREEs �Ta AO7I*R SERIES 770 ALUM. SGD-LM IMPACT 7p �INALIED`'
® A LVNN I.iIIP.E
^�1iv. INIW14 owm sa m I NTS 5 •72 PGT0130 C P.E 58705
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
Facmner"nasal anchorage on 90' a 13V miner un45, see street 11
Maximum DP for all sizes:
+601-60 psf
(May be limited by Tama 1A)
Tams applies to am TTPes 3.
S4. S. 5A, 7, 7A, 88 M and
Door unit Heigh
OF
8d'
9P
Sr
69-718- DLO
73-7/8' DLO
79-7/8' DLO
8S71B' DLO
I" Sula'Aalragal Types shorn
holmv.
Archon Gmry
Anchor GreuP
Anchor Grout,
Anchor Gnxq
A
B
C
D
A
B
C
D
A
B
C
D
A
e
C
D
ill
G+l
MN
G+t
GN
CAN
N
GNM+1
G+t
2e
8
a
8
a
8
e
8
8
B
8
8
8
a
a
8
8
OLO
k
6+7
6.7
6+7
6+7
7+8
t+8
AB
7•e
]+8
N8
7-8
7.8
]+8
Aa
7+8
NB
ill
G+1
M+1
MN
CA+1
M+1
M•1
M+1
G+1
MN
G+1
G+1
G+1
CAN
G+1
MN
GN
8
a
a
8
8
8
8
a
8
6
8
8
8
8
8
a
DLO
k
6+7
6+7
6-7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7a8
7a8
7+8
7+8
7.8
7-8
Ji
MN
M+1
MN
M+1
GN
Gat
M+1
G+l
GN
M+1
GH1
Gat
M+1
M+1
G+1
MNS
36'
0
;H�Sdl
8
8
8
8
B
8
8
8
8
8
a
8k
LD
6+]
6+7
6+T
(1+7
]aa
7+8
7+6
7+B
7+8
]+8
7-8
7+8
]+8
7a8
7+6
7+8
JI
M+1
G+1GN
MN
MN
C4a1
GN
MN
G+t
MN
M•1
lira'
e
8
8
8
e
8
8
8
8
B
e
6
8
8
8
8
DLO
r
6•]
Ba7
6W
6+7
7+8
7+8
7+8
]aB
i•8
]*8
7ae
]+8
T*8
A8
AB
NB
JI
M•2
Ma2
Gat
M+2
G+2
M+2
G+2
G+2
Mat
M•2
Ga2
Mat
M+2
Ga2
M•2
Ma2
b
8
8
8
a
8
8
a
8
6
e
8
8
10
8
a
8
OLD41-
P.
6+T
6N
6a]
fiN
7+e
7a8
7a8
7+8
7+8
7a8
T+8
T+8
7+8
7+8
7+8
].8
FOR EXAMPLE ON USING TABLE, SEE SHEETS.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE &114- SILL
2) WHEN USING THE 2-12' SILL, POSITIVE WATER OP IS 46.67 PSF MAX WHEN USING THE 3-1/4' SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER OP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4', 3-1/4-AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12' SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Sill Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+)Design
(Flat or Box, see
Pressure; Pat
Sheet 17)
Flush-1-1/2
eeenote3
Lov-2-112'
+4867
Medium-3Ite
+60.0
Hugh-e
+60.0
SEE NOTES 1-3
DLO WIDTH =
NOM. PANEL WIDTH-7"
DLO HEIGHT =
DOOR UNIT HEIGHT -10.125'
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866'
OH LENGTH
OH RATIO x 1
OH RATIO = OH LENGTH
OH HEIGHT
Intertoa
P-hook
Lochstlle@Jamb
Straight Astragal
Assembly
Lockstlle@
Straight Astragal
90'Mtragal
Assembly
Lockstan,@
90'Astregal
135'Astragal
Assembly
Lockstile@
135-Anrzgal
Standard Stiles
Standard Stile
Standard Stile
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy -duly Stile
Standard Astragal
Outside Comer
Outside
Corner
Inside
Lorne
"""I'�
e..L�
j
�
C.me
Corner
Outside
Inside Corner
Corner
PartN60(x2)
Part 860
Part460
Pan #60(SWe)
Part N60
Part o6115H1e)
Partge®ivaCroerner
part g119 (Out)
Part p120 (In.�
Part 86'""e)
Part #61
Partx67(Astragal)
ICom &Pxd MOU q
N W.CE a Ne's
ry,1)OM16C0
cErrt. oFamtasass
1 No. 58705
SOT . S ATE 4
SERIES 770 ALUM. SGD-LM IMPACT -1111111nt"
A LYNN MILLER PE.
sco->7o NTS 6 + 12 �~PGTO130 C P.E.e IN70
TABLE 2:
Design Pressure(DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2&3)
Maximum DPlaraII b,,s:-60/-6D
Fm comer anneal enobwaw on 90• w 13V caner unds. see shael 11
pary MDrn dWTable 2A)
D. Und
Heght
Tetle Glass TYKS I. M,
6x'
BD'
86'
IDS
100'
114'
12P
applies to
Q 64, J. ]A,B8 d9 vdl0e
4/0 L
J}718-
/
AncmrGwP
8SL60
Anchor Gma
1.8 O
tar Gaup
]-]/8'DO
p,rc6w
GmuP
1 10L.10
Pxhw roue
IB'DL
AnNw
rtup
SDblAsir,gat Types s1nasn bebwr.
A.. coup
AncMr
C D
A B
IGI D I
A I B I C D
A I B
I C D
adLU
A B C D
+1 r1 + at
A 8 C D
N •1 GH G.
A a C D
• H +1 GH
A B 0 D
U•1 GH +1 +
A 11
.1 N +1 rt
a Gq
Urt +
•1 rt G•1 +
G. .1
U+t C4.1
DLU
9 e 8 0
a 0 e 8
8 0 B B
8 8 e 8
10 10 10 10
10 10
10 10
10 10 f0 10
ID t0
1D 10
24' .lamb
NB ]+0 1.a
J.. 1•a T+8 J.e
]+e NB Ha 7.8
Br9 9.B 8+9 B+B
0+9 0.9
8.9 0.8
8+10 9+t0 9H0 9+10
9+ID 9.10
9•10 9+10
PJapk
HaNOill
BN 6+T fiq 6q
C4+1 G+1 G+1 UH
J+e
G+1 G•1 G•1 WI
GA G+1 Gat Urt
Gal C4+1 U.1 Gal
GH Ury G+1 ca+1
CA.1 UN
G.1 UH
GH G+1 U.1 G+1
04+1 C4+1
G+1 G•1
20' O Jamb
e 8 8 8
8 8 I B 8
B 6 1 B La
8 B e 8
10 10 10 1D
t0 10
f0 I+
10 1D 10 10
10 10
10 10
P4apt
9N 0•7 6 7 6+7
7-8 7-8 J+6 718
7.8 ]+0 J+8 7.8
Jab 7•B - AB
8+9 B+9 8.9 Br9
8.9 8+9
8+9 8+9
9+10 W10 9.f0 Bq0
9+10 9+10
9+10 9.10
Ha,L'6111
G•1
G+t
Urt
G+1
G+t
UN
Gry
G+1
UN
GH
G+t
U+1
G+1
G•1
Gq
G•1
G+1
G•1
G•t
U+1
G+1
UH
G+1
ct.t
G•1
GH
U•1
G•1
GN
UH
G+1
G+1
O6
8
B
B
e
B
e
9
e
B
8
8
0
e
8
B
0
10
ID
10
10
1D
10
10
to
1D
10
10
t0
to
to
10
10
6
00
'B�
P-tmt
6•l
6+7
6+7
6+7
7•8
7•0
]•e
h8
7+8
Ja8
]+8
h0
7ae
7-8
]+8
]+8
Br9
ea9
B+9
8-9
8+9
8.9
8+9
8+9
9 10
+ID
9+no
9.10
9+10
9.10
9710
9+10
g
-
G+1
U+1
G+1
Gat
U+1
G•1
G+1
UH
GH
G•1
G•1
UN
G+t
UN
G+1
G+1
U+1
G+1
U+t
G+1
Gq
G•1
G+1
U.t
G+1
G.1
G+1
G+1
C5.1
G5+1
G+I
G+t
Head'SM
8
B
8
e
to
10
to
f0
10
ID
10
10
10
10
10
ID
12
ID
10
10
m
4?•
m o
Jamb
6
a
6.7
a
6q
8
6p
a
]a8
0
T+B
0
J+B
8
].B
8
h8
8
N8
0
7.8
B
J+8
NB
NB
AB
AB
Bag
8+9
8.9
8+9
ea9
8+8
8.9
9+9
B.1D
BatO
B+tD
8.ID
9+ID
TWO
9.10
9.10
_
=
Plcxtk
6+>
G+2
G+2
C4
G•2
G.2
G.2
G+T
U+3
GaT
Gat
Gr2
G•2
G•2
U+3
Go
U+2
r5+2
Gto
G+2
Gr2
G5+2
L5.2
CSr2
r3+2
C5+2
C5+2
C5+2
C5+2
Headls01
U•2
G+2
G+2
G•3
8
8
8
10
10
10
10
10
10
to
10
12
10
10
10
12
10
10
1D
a
OLD
'B�
P-nook
8
6 7
0
6.]
0
6+T
8
6+ 7
e
7.8
e
7.8
e
.8
8
7.8
8
NB
e
7+8
B
7.8
e
7-8
10
Tao
]+0
J+0
T+8
B.B
B+B
B+B
8+8
8.9
8+9
0+9
9+9
9-10
9N0
9.10
9.10
9110
9+1041-
9+10
9r10
Heaws0l
U+2
C1.2
Gat
Gat
U+2
G+2
CA+2
CI-2
G+2
04.2
C4+2
G+2
G+2f7.3
+2
Ga2
U+2
56
Jamb
8
0
0
8
e
e
8
8
10
8
8
8
10B
8
8
DO
Not available in these sizes
P-look
6.7
6+7
6+T
6N
7+8
7.8
]+a
7+a
7-8
7+8
7+8
7-6
7+8
7+8
AB
sel.2G.2
G.2
G+2
PA+2
U.2
G@
GR
U.2
G•2
G•2
U+2
Ur2
U.2
fi0-
Jamo
8
8
8
0
9
0
8
B
t0
8
8
B
e
LDp
Pink
6.1
6.J
6+J
6+1
J.8
9+8
J+08
J+0
>+8
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4- SILL.
2) WHEN USING THE 2-12' SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4' SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER OF IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4', 3-1/4' AND 2-12' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-12'
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE
INSTALLED.
Sill Height to Max. (+) DP
(Water hriltmtion Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, Ps(
Sheet 17)
Flush-1-112'
1 see rrote3
Low-2-112
+46.6J
MUM-b114'
+61
High-4•
+60.0
see Nu ms 1-a
OH LENGTH
OH RATIO a 1
OH RATIO = OH LENGTH
OH HEIGHT
1a 4 10 Pno ASSFAARI Y IIFTAII C.
l nc rvtwvvnm aucco
Interlock
P-hank
Lockstile@Jamb
--.....----
Straight Astragal
Assembly
-. ..
Lockstile@
Straight Astragal
.. _.___._.._..
90-Astragal
Assembly
Lockstile 9
90'Artragal
135'A=9.1
Assembly
Icckstlle@
135-Astragal
Heavy-duty Stiles
Heavy-duty5tile
Heavy-duty Stile
s�r��
Heavy-duty Stile
Standard Astragal
Heavy-duty Stile
Heavy-duty Stile
Ouuide Garner
Heavy-dutystlle
Outside
Corner
Inside
Corner
Heavy-duty Stile
Inside
Lorne
Outside
Henry -duty Stile
rr�1-
U
Inside Comer
Corner
Part #61 (x2)
Part#61
Part#61
Part #61 (Stile)
Pan 967(Astmgal)
part#63
Partp118((Corner
Receiver)
Part#119 (Out)
Part#12D Qn.)
Parts#311&.33
ICant &Fxd Mount)
Pat461
REVISED TABLE
00c.. OFAUIH IA]9b
sco>ro NTS 1 7 - 22
NOM. PANEL WIDTH-T
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125-
PANEL HEIGHT =
DOOR UNIT HEIGHT - 1.666'
M0 �eBfiYLLeAvib
EWntba Dnrt ' n� tit?-1r
BY
6ewADxde Caaaek
No. 58705
eC Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
Far coma aslmgel anchorage on 90' or 13F caner units, sea sheet 11
MaXlmurn DP shown below
(May bs limited by Tmr is Sal
Door thllt Height
Table applies to Glass Types 4.4A.
so-
8a'
9D'
B6•
1021
100
6. 6A. 7, JA, 8 & BA and the
�T 0' D
]1] B
J9'T1B
65-71B OLD
91-7/8' OLD
9 - /8' DL ar
StRWAstragal type¢ shaven bum
AncMrGmup
I
raw Gdap
Amb GWGary
A I Is I C I D
I A IB C 0
A B C D
A 0 C D
A B C D
A B C 0
4ID reBSWe
«-9D.Ops
it
Heawall
C4.1
C4•1
C4+1
U-I
C4.1
CA.1
G•1
C4.1
CA•1
CA•1
C9+1
C4.1
G+1
C4+t
CA•1
Ct+t
G+1
C4*1
Od+1
C4+1
C1.1
fA•1
C4.1
Cd+1
2e
OLD
Jamb
8
B
8
8
8
B
B
B
is
8
8
B
8
8
8
e
t0
10
10
10
10
10
10
10
P4apk
6+7
6+7
0+7
6N
9+8
J+e
T.8
1.8
7+0
AB
7.0
7+0
78
AB
A8
]+8
8.9
B•9
a+8
B+9
0+9
8+9
0+g
8+9
Desgn Pressure
a1-90.0Ps7
+IJ32.5
psi
+/-TS.Opst
T3'
Headlsili
C4+1
Cdat
CA+1
G+1
CA•1
CA+t
CA+1
(•Art
C4+1
C4+1
C4+1
G+1
G+1
CA•1
G+1
CA+1
Ca*i
CA•1
C4+1
G+t
CA+1
L.
LA
CA+1
37
DLO
Jamb
8
B
8
8
8
B
6
8
10
8
a
8
to
8
8
B
10
10
10
10
10
10
iD
10
6
PJaoR
8+)
B•l
6+]
6+]
].8
]+8
]+6
]a8
7.8
]+0
]+8
J+a
J+B
]+B
]+0
J+0
6+9
0+9
8+9
0
Desyn Pressure
.1-90.0psf
+1-0
5elf
+1-JS.Opsf
Z9-
He�lBill
G+1
U+1
C4+1
C4+1
G1+1
D4+1
CA+1
C4.1
CA.1
G1+1
C4+1
C4+1
C5+1
C5+1
C4.1
C9+1
CS+t
C5+1
G4+1
CA+1
C5+1
CS+1
C4+i
CA+1
o.
]fi'
OLD
Jamb
10
8
8
8
to
8
8
B
to
B-
B
0
12
10
0
8
12
10
10
ID
ID
ID
ID
10
P4aok
6+T
6+7
647
6+T
J+8
7+8
]+B
T«e
J+B
S+B
7+e
]+0
0+9
8*9
8+8
a+9
6•B
8+8
6+9
8+0
0+9
8+9
8+8
8+9
Design Pressure
+/5 oiler
r/A25
Ps(
+/-]S.O pet
35
Hex08ill
G«2 U+2 G+2 C4+2 Cq+2 C1+2 G•2 C4*2 CS+2 C5+2 C5.2 C5+2 CS•2 CS•2 C5+2 C5+2
C5+2 CS+2
C5+2 C5+2
C5+2 CS«2 C5+2 C5+2
4T
DLO
Jamb
10
8
B
8
10
8
B
8
12
10
8
8
12
10
B
B
12
10
to
10
12
10
10
10
11 P-hwk
7.5
1 AB
1J+0
I]+0
I]+B
I ]+8
I7+.
I]+0
0+u
IB+8
B+9
8+9
a+9
I 0+9
8+9
B+9
0+9
8+9
8.9
8+9
8+9
8.9
8+9
8+9
Desgn Prersae
+/AOODsI
See
AWeA
osv.
+Id25
psi
«/.75.0
psf
41'
Headl8i0
C5+2
6+2
CA•2
G+2
C5+2
C5«2
C5+2
C5+2
C5+2
C5+2
C5+2
CS•2
CG+2
M+2
2
C5+2
C6+2
Cfi+2
C5+2
C5+2
C6+2
C6a2
C5+2
C5+2
48•
OLO
JamO
10
0
0
8
12
10
8
8
12
t0
8
B
14
12
B
8
W
12
10
10
1d
10
ID
10
P4apk
7+8
7+8
7+0
7+8
8.9
8+9
0+9
8+9
8+9
8+9
0+9
&9
9+ID
9+10
.10
9+10
41
9.10
9N0
9+10
9+10
9+10
9+10
9N0
NU I G H: W-YV.VYJr rUK"W IrrCJY ,on, rn. rr-,-rm.I - �.
EXAMPLE ON SHEET 9
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4- SILL.
DLO WIDTH =
2) WHEN USING THE 2-1/2-SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4- SILL, POSITIVE WATER
NOM. PANEL WIDTH -7'
OP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A.
DLO HEIGHT =
3) 4-,3414- AND 2-11T SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-11T SILL IS NOT AND
DOOR UNIT HEIGHT -10.125'
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
pANELHEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CON DRION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEIGHT -1.866'
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
_._ __.. _......_ __.. _ ....._....... _...._...........� . ..-....•n rnv e n eve eueve n+ . on ene ea or n2aeuClnfJC eNri cucFTS I A 19 FOR ASSE MRLY DETAILS_
Straight Artmgal
le@
90'A
135'embly l
Lackstlle@
Interlock
P-hook
Wckstile@Jamb
Assembly
aight
Straight Astragal
oubli,
Assembly
90-Asixclurtiie@
90'Artragal
Assembly
I]35'Astragal
Heavy-dury Stiles
Heavyduty Stile
Heavy -duly Stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stlle
HeaWdutyStile
Heavy-duty5tile
Heavy-dutyStile
Heavy-duty Astragal
Outside Corner
Outside
Inside
Corne
Carder
Inside
Carnet
Outside
Inside Comer
Comer
Part p61 (x2)
Paftp61
Part N61
Part"'(stile)
Part 061
Part 061 (Stile)
PartN118(Comat
paM1 p119 (OUL)
Part p120 (In.)
Part461(Stile)
Parts p33&N32
Part Nfil
pan p68 (Astragal)
Receiver)
(Corn. & Find Mount)
CEHr.0.'/NX.01319a
sco-np
.SGD-LM
8 • 22 1 PGTO130
Sill Height to Max. (+) DP
(Wafer In6limticm Ratlsg)
Sib Raw Height
I.) Design
(Flat or Box, see
Pressure, PSf
Sheet 17)
Rush -t-1/T
see me
Losv-2-112-
.4&67
Medium-3-t14'
+60.0
High-4-
+90.0
SEE NOTES 1-3
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
rR000CT88NEWED
aesub ae•Hk11e7ithI&
&'Inulk h-112L•eg
ugm re
z.
2i
By stn
afnm'u:.rromoaml
* No. 58705
TIED
''. 'QVAL Eat:
A LYNN MILLER. P.E.
P.EM W705
NOFRAME °9+10'P-HOOK ANCHORAGE CONSISTS OF: SEE'C5'CLUSTER
SEE JAMB (9)P-HOOK ANCHORS, SEE'CS•CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE °C5` CLUSTER DETAILS, FOR ASTRAGAL
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7 INTERLOCK REQUIRES °C6° SHEET IO FORINTERLOCK 24'MAX D.C.
THIS POCKETS AND 48' NOM. CLUSTER, SEE
SHEET SEE POCKET (10) P-HOOK r- . \PANEL WIDTH DETAILS. SHEET 11 nn n
'.. JAMB MOUNTING _ _ xz n /n znx 6-MAX
I • INSTALLATION, -ADAPTER I 5°' O1I-�T
xx
THIS SHEET ANCHORS MIDWAY i io' �3' MAX z —
L)"M
&SHEET I4 BETWEEN P-HOOK I 4PAIRS OF
IANCHORS&AT 3' i z=FRAME ANCHORS
IFROMTCP& ta•MAX.O.C. lo1 ANCHORS 96' (TOTALS
BOTTOM 'o� I o UNIT 21.MVANCHORS)
4.051' "MAX. TO OPENING§o� ° HEIGHT O.C. PERJAMB
y O o=P-HOOK (SEEJAMB
EDGE OF POCKET SEE I�' O ANCHORS z "—I
INSTALLATION JE H t4—MpX O.C. A I DETAIL
j DETAILS'Jd&'KC, �m� ® t IZTI o=P-HOOK BELOW)
} •�- END PANEL SHEET I4&PART ®� 'o. A MOUNTING z
ANCHORAGE DETAILS U &'W g o. 3• MAX ADAPTER n
24' MAX. (2 ANCHORS) SHEET 19 FOR :2 I ANCHORS
O.C. ♦2` P-HOOK b_MAX ll % - - n n n nx '' ,� ENO PANEL
1-4 ANCHORAGE ANCHORS END PANEL z, z z z n z n z z 5•MNK ANCHORAGE(SEE
(SEE SKETCH BELOW) MCHOSAGE✓\—y2.n ��•+2`nn �•+Sx �ANCHORAGE�ANCHORAGEKETCH BELONG
CENTERLINE b%^TYP ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2,04`
24` MAX. EXAMPLE: 5-PANEL 2 TRACK 90° OUTSIDE CORNER- X%/XXO - M. MOUNT POCKET ANCHORAGE PLAN:
O.C. 40' x 96' NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8) 8• SPLICE NOTE:
NON-STRUCTURAL
ANCHORAGE EXAMPLE NOTES:
ANCHORS MAY BE ADDED
1) APPROVED ANCHORS: SEE TABLE A. SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
I QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 641:
CENTERLINE OF
O
.
INTERLOCK HEAD &SILL: B' MAX. FROM FRAME CORNERS.
PANEL
SEE'CS°CLUSTER USE TER
WIDTH
TERLAPPROPRIATE
ND
LOCKAND
TABLES, SHEETS 6-8 AT EACH INTERLOCK
DETAILS, SHEET IO
I
STRAIGHT AND CORNS ASTRAGAL
FORINTERLOCK STRAIGHT AND QUANTIASTRA DDILOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
PER PANEL.
°+2'ANCHORAGE INTERMADDITIONALECHORS
2S
MAXI.
ADDITIONAL ANCHORS 24' O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
TMCR HEAD OR SILL IFA SPLICE
21•
C5 OCCURS AT THE P-HOOK.
MAX.
O.C.
rRO➢OCTEYIZW
Mn[zx�mesldix
19'f126•o3
5.64'�
Eyi.Wm
Er �lD )n-
6'MAX.
�0z4e
CENTERLINE JAMBS & P-HOOKS: 6' MAX. FROM BOTTOM, 21' MAX ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR
OF PANEL O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE F_;2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REQUIRES +2°ANCHORAGE CHO
ANCHOR PAIR
SEE °C5' CLUSTER END PANEL
C6' CLUSTER, SEE CENTERLINE CENTERLINE
DETAILS, SHEET IO ANNCH'.2
DETAILS, SHEET II F--OF FORASTRAGAL rOF (2 ANCHORS) 8'
T ° ^ °° _ II INTERLOCK J .._ aA• II ASTRAGAL MAX r
IV
TERLI
EXTERIORv OENTERL3E '+2'ANCHORAGE rOOF PANEL 41
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
MN4a IM
CERT WAUM &
,0 b
AT �Ym
,.' JCENSF
CENTERLINE
°+2°ANCHORAGE OF PANEL
-v:
JR "III, C NRRECTEO ENAAIPLE TO UPMTFDANCHOR VN.UES — on•ew
m W p ALYNN P.E
IR tata14 � sGo-no NTS 9 dT2 PGT0130 C P.EU UToS
14�
6- DIAG.
ASINTERL CK L.SPLI E LOCATION ASINTERL INTERLOCK-)
I (ONDITI ICE ASTRAGAL OR SPLICE LOCATION 2.04'
INTERLOCK�I IF NEEDED INTERLOCK+ -I CONDITION, USE INTERLOCK--rIF NEEDED 2.04'
CENTERLINE I CENTERLINE 'C6'CLUSTER DETAIL)
37• 4 3D.s'G. '
CENTERLINE
i •75' 21'
EERIOR
6DIAG.
1.75° ' 7. 3.5' DIAG. MAX.t7O.C. EaTEa1oR
2.02.04' 2.0' 21• ET
5.64' MAK
E%IORA7' 7• ' O.C.
XERIOR .5' Ga73.5
fi' MAX.
v 2-TRACK FRAME HEADISILL V 2-TRACK FRAME HEAD/SILL V 2-TRACK FRAME HEADISILL 5.64'
Q ASTRAGAL ORINTERLOCK na ASTRAGAL OR INTERLOCK P ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 4 CLUSTER (USE WHERE S CLUSTER (USE WHERE 6 CLUSTER fP A4EJAMB 6°MAX
ANCHORS ARE REQUIRED,•C4') ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED,-C6') ANCHOR PAIR _^I
ASTRAGAL OR SPLICE LOCATION
INTERLOCK ---IF NEEDED
CENTERLINE I
ASTRAGAL OR - SPLICE LOCATION
INTERLOCK-4
IFNEEDED
CENTERLINE I
4-TRACK FRAME HEAD/SILL
Cal ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
ASTRAGAL OR (FOR SPLICE
INTERLOCK --I CONDITION, USE
CENTERLINE °C6' CLUSTER DETAIL)
3.5'
2.04' }
4.08'
EXTERIOR 4-DIAG. EX
7° _
3-TRACK FRAME HEAD/SILL
(al ASTRAGAL OR INTERLOCK
(USE WHERE S CLUSTER
ANCHORS ARE REQUIRED. -CS)
(FOR SPLICE
CONDITION, USE
'C6' CLUSTER DETAIL)
3.5- 1—
4-TRACK FRAME HEADISILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C5')
N VENICE RWlI
IBIIfIB0.1ftM
CERI.OFAURL /D�90
I 4-TRACK
ASTRAGAL OR I LOCATION
6' DIAG. FRAME JAMB
-SPLICE
INTERLOCK -I IF NEEDED
EnERIOR ANCHOR PAIR
2.04'
ANCHORS MAY BE INSTALLED
21°
EITHER INTHE EXT. OR INT.
MAX.
TRACK(INT. SHOWN)
W3.6'
O.C.
4'
NOTES:
5�• 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
nERIOR
6' MAX.
2. FOR HEAD OR SILL SPLICE
J 3-TRACK FRAME HEADISILL
LOCATIONS/ANCHORAGE AT
(a] ASTRAGAL OR INTERLOCK
P-HOOK SEE SHEET 9.
(USE WHERE 6 CLUSTER
3-1RACK
FRAME JAMB
ANCHORS ARE REQUIRED, -CB-)
ANCHOR PAIR
rP.ODUCTRENE� �
(FOR SPLICE FOR SPLICED
ASTRAGAL OR CONDITION, DO NOT CONDITIONS ONLY:
rINTERLOCK" USE THIS DETAIL) SPLICE LOCH
2.04'
B,
IXTEnaIOR
v
4-TRACK FRAME HEADISILL
6a1 ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED. 'CB-)
WITH 8 WITHOUT SPLICE CONDITION
scPm
1. SGD - LM IMPACT
�.a
10 • 22 PGT0130
.�: Na. 58705
S ATO�
6.12'
INTERIOR ,/
I ---4 3.IO L
2,04• J EXTERIOR
90- CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, 'C
4.08,
INTERIOR
4'
INTERIOR J\ I
4.OW
2.04'
NTERIOR
4' DIAG. 4-DWG.
6.12'
>� INTERIOR T
90 3.
EXTERIOR EXTERIOR
4'
INTERIOR
T,
4 INTERIOR
4. 3.5 I O r 4'
2.04' 7' 2.04- -J EXTERIOR � 4' 204' �-- 7°
E%TERIOfl EXTERIOR 8.94'
90° CORNER 135-CORNER 135° CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
(USE WHERE 50R6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER
4, ANCHORS ARE REQUIRED,-C6-) ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED,'C6-)
EMERIOR INTERIOR
4.08° 0+15ANCHOR
V[3.5* INTERIOR
7- 135°
3 EXTERIOR
3.5'
4.08' 5.37" A . 7'
CEMERLINE
I ERO3' —
q• 3.51
�VIQEWN
OF PA
R.ExiERIOR Tq INTERIOR •+2' ANCHOR
EXTERIOR ALL
90°CORNER 135- CORNER S
3—TRACKFRAMEFRAME HEAD/SILL 1
('C6ANCHOR CLUSTER
REQUIRED ('C6'ANCHOR
CLUSTERRE
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) NEL
4'DIAG.
A
INTERIOR 2.04'
2,04' 12' 3.5' I
EXTERIOR 5 �. _ CENTERLINE
INTERIOR OFPANEL
35' 135, •+3'ANCHOR
q° ] 2.04AG.3.5- 4.08'6.6.12'T' EXTERIOR�
DIAG.
2A4•
4
4°DIAG. 3.5°
3.5'
EXTERIOR 7'
90° CORNER
EXTERIOR 4'
135' CORNER
I
I� CENTERLINE
2'04° OF PANEL
4-TRACK FRAME HEAD/SILL
('CB' ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
NOTES:
4-TRACK FRAME HEADISILL
(-CT ANCHOR CLUSTER REQUIRED
AT ALL 4-TRACK CORNERS)
4-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
MINIMUM ,ANDALLOWED.
1. ALL DETAILS DEPICT QUANTITY AN
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
mro TELFx FLM275
N. vEwcEFwa]s
ANCHORAGE, EXAMPLE CLUSTER
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
N°T/°e6f600
CENTERLINE
OF PANEL
'+2-ANCHOR
2.
4' DIAG,
3.5'
CENTERLINE
OF PANEL
'+3' ANCHOR
2 4' D AG.
7'
CENTERLINE
OF PANEL
2-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
mm
9No. 5�87055
9.. 111�1 ]Ln :of
cERr. avalrtx. Haase �uqSERIES 770 ALUM. SGD-LM IMPACT TVhinMi MR.R
JR OlA5f1] L NO CxWGES IRIS SxEET. s.e o-..IM a.
A LYNN MILLER. P.E.
JR iafal4 aem °i 5G0-no NTS H +22 PGT0130 C R.EV 5ETo5
INSTALLATION DETAILS
EDGE DISTANCE.
iII SEE TABLA SHEET 1
E%TERIOR +-� 2-1/16°'
a MA
I- MA%.
1 SHIM
SHEET 1
2X WOOD WOOOANCH,
TYR, SEE ANCHOR SEE ANCHOROTES NNOTES
NOTE 3. SHEET &TABLE A, SHEET
®2-TRACK FRAME HEAD
WOOD INSTALLATION
WOOD ANCHOR TYR. 2XWOOD
SEE AN*rE:
S TYP., SEEANCHO
&TASHEET
NOTE 3, SHEETI
SEEANCHOR
NOTE 5, SHEET
1 (1/4- MAX.)IEXTERIOR�LEE:SEE TT 1EMBEDABLEA,SHEETI
2-TRACK FRAME SILL
ow WOOD INSTALLATION I
EMBEDMENT: SEE TABLE A, SHEET EMBEDMENT: SEE TABLE A, SHEET
EDGE DISTANCE: EDGE DISTANCE:
SEE TABLE A, SHEET 1 ��SEELE A, SHEEP 1
1lIV
yT- MAX.
EXTERIOR C 1 SHIM E%1ERIOR
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
1/4'
MAX.
SHIM
2X WOOD WOOD ANCHOR TYP., METAL TYP.. SMSANCHORTYP.,
TYP., SEE ANCHOR SEEANCHORNOTES SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET &TABLEA,SHEETI NOTE 4. SHEET &TABLEASHEETI
e®3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
w WOOD INSTALLATION (5 METAL INSTALLATION
WOOOANCHORTYP., 2XWOOD SMS ANCHOR TYP.. METAL TYR,
R SEE ANCHOR NOTES TYP., SEE ANCHOR SEEANCHORNOTES SEEANCHOR
SEE &TABLE A. SHEET NOTE3,SHEETI SEE &TABLE A, SHEET 17NOTE 4, SHEET
ANCHOR ANCHOR
NOTE 5, NOTE 5,
SHEETI SHEET
(1/4°MAXJ (1!4'MAX.) TC
EXTERIOR EXTERIOR
2-1116" �2.1116"
EDGE DISTANCE:^�
SEE TABLE A. SHEET 1
EMBEDMENT. SEE TABLE A SHEET 1
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET I 'I
EMBEDMENT: SEE
'I
TABLE A, SHEET I
EDGE DISTANCE:
2X WOOD
1�
EDGE DISTANCE:
SEETABLEA
2XWOOD
I(�
EI'V
p�l
SEETABLEA,
SHEET
TYP., SEE ANCHOR
Qi
SHEET
TYP., SEE ANCHOR
;I,
NOTE 3, SHEET 7
NOTE 3, SHEET 1
I'
1
2-1/16"
�
1
2-1li6"
�i
WOODANCHORTYES
SEEANCHORNOTES
WOOD ANCHOR TYR,
&TABLE A. SHEETI
A. SHEET 1
I
\I
SEE NOTES
.III
j
II OI
STABLE A, SHEET
EXTERIOR
I
1/4- MAX. SHIM -"-I I--
EXTERIOR
114' MAX. SHIM
2-TRACK FRAME
JAMB
3-TRACK FRAME JAMB
Gw WOOD INSTALLATION
ww WOOD INSTALLATION
L .. OFANN. 1i3Y.6
NOTES:
T. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
- DIAGONAL O.C. IS
MIN 4- (HEAD & SILL)
OR 6- (JAMB) SEE
DETAILS, SHEETS 10 &
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
4-TRACK FRAME SILL Fw METAL INSTALLATION
EMBEDMENT: SEE
TABLE EL
TABLE A, SHEETS II IEDGE DISTANCE:'� SEETABLEA, SHEET 1 �O•��
NOTE 4, SHEET 1
2-1/16"
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
&TABLE A, SHEET
MIN. OF 3
111111 N!�
EXTERIOR
THREADS
THE
IV
JNCENSS<
V
METAL
SUBSTRATE
`��3
114'MAX.SHIM
64-TRACK
Iw
FRAME JAMB
METAL INSTALLATION
N.. 58705
'� q
%AO ••. ATE I 1
s' :�<ORtOP.:''
�"""' qL11ENl
A LTNN M I K P.E.
P.E. W7W
ANCHORAGE DETAILS
IERIES 770 ALUM. SGD - LM IMPACT
SGo-no
I NTS
1 12 122
°-w'^
PGTO130
C.
INSTALLATION DETAILS EMBEDMENT: SEE TABLE A, SHEET I EMBEDMENT: SEE TABLE A, SHEET, NOTES:
EDGE DISTANCE: SEE EDGE DISTANCE: _ EDGE DISTANCE: ,, ALL DIMENSIONS
CONCRETE CONCRETE SEE TABLE A, SHEET, CONCRETE SEE TABLE A, SHEET I SHOWN ARE BASED
PERTABLE TABLE A, SHEETI ON MIN. ALLOWED.
A, SHEETI 2-1116°' PER TABLE 2-ili6'• PER TABLE 2-1/16°'
A. SHEET I A, SHEET 1 114' • DIAGONAL O.C. IS
R `-' .. i ,1 . ' SHIMM OR 5' (JAMB)
OR 6' AMB
EMBEDMEM:4 E%iERIOR L 210
11/M�/iX E%1ERIOR I 108AI7 S, SHEETS
SEETABLEA.
SHEETI SHIM SHIM `
PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR N0TE 3, SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET I TABLE A. SHEET ANCHOR NOTE 3, SHEET I TABLEA,SHEETI
2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
Ac CONCRETE INSTALLATION Bc CONCRETEINSTALLATION C®c CONCRETE INSTALLATION
CONCRETE ANCHOR TYR, PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES& WOODBUCKTYP., SEE SEE ANCHOR NOTESB WOOD BUCK TYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET, TABLE A. SHEET, ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR SEEANCHOR SEEANCHOR
NOTE 5, SHEET NOTES NOTE 5,
1(1/4'MAX) SHEET 7� SHEET,1 -
T 1 (114°MAX.) } I (,/4•MAX, 1
EXTERIOR 1 EXTERIOR ]. IXIERIOR
CONCRETE
2-t/16" 2.1116, �2-1116" PER TABLE
EDGE DISTANCE: CONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEET I
SEETABLEA,SHEET I PER TABLE SEETABLEA, SHEETI PER TABLE SEE TABLE A, SHEETI
EMBEDMENT: SEE TABLE A, SHEETI A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1 A• SHEET 1 EMBEDMENT: SEE TABLEA, SHEET i
6 2-TRACK FRAME SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL
CONCRETE INSTALLATION Ec CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET rnS ®m�v�mm® i lrT IThtne.fmmeFlu4l5
EMBEDMENT: SEE
TABLE A. SHEETI --I
EDGE DISTANCE
Aa .-.Xe`,-•'`•-.,
Rxomb M; I�. el{
' EDGE DISTANCE: PROPERLY SECURED
SEETABLEA.
SHEET 1
l&I _ ~
EMBEDMENT: SEE CONCJCMU ANCHOR
�1
/ _ SEE TABLE A 1X WOOD BUCK TYR.
�
TABLE A, SHEET TYP., SEE ANCHOR
1 SHEET SEE ANCHOR NOTE 3,
PROPERLY SECURED EDGEDISTANCE: NOTES &TABLE A.
SHEET
ICI;.
IX WOOD BUCK TYP., SEE TABLE A.
�. SHEETI SHEET
2d/16"
"�
2-1116"
..
SEE ANCHOR NOTE 3,
jI .' CONCJCMU ANCHOR
SHEET
TYP., SEE ANCHOR
1 2-1/16'• PROPERLYSECURED
NOTES&TABLE A.
CONCJCMU ANCHOR }I 1X WOOD BUCK TYP.,
SHEET 1
•�
CONCRETE
TYP., SEE ANCHOR 1 I SEE ANCHOR NOTE 3,
,` '� CONCRETE
ORCMU
II}111!11i
NOTES&TABLE A,
SHEET 1 1 ` CONCRETE SHEET 1
jf�OR CMU E RIOR
PER TABLE
•'
I PER TABLE
A, SHEETI
`�� OA,( L_Nry
'��!'��
EXTERwa +FOR CMU EMERIOa
, .; n
A, SHEETI V
`"�a7``IpENy
TI PER TABLE TT��
V l/4' MAX SHIM F.—
V MAX. SHIM �I
F---
Qom;`
.P
No.
A SHEET t 1/4'
1/4• MAX. SHIM
58]65
- tk::_ * _
2-TRACK FRAME JAMB 3-TRACK
FRAME JAMB 4-TRACK
FRAME
JAMB
INSTALLATION
- r -
CONCRETEICMU INSTALLATION He C0 CRETEICMU
INSTALLATION Ic CONCRETE/CMU
L
sco-uo I NTS1 13 122 PGT0130
INSTALLATION
DETAILS
NOTES:
1. ALL DIMENSIONS
FRAMEJAMB
SHOWN ARE BASED
REOU IRED AT ALL
2.693°MIN.
ON MIN. ALLOWED.
_
INSIDE POCKETS
EDGE
'
TO PREVENT
DISTANCE
2. FIGURES ON THIS
EMBEDMENT: SEE
WATER
SHEET ARE FOR
WOOD FRAMING
TABLE A. SHEET 1
P-HOOK MOUNTING ADAPTER
ILLUSTRATIVE
P.,
INFlLTRATION
CONCJCMU
SEE
PURPOSES ONLSHEET
SEE ANCHOR NOT
SEE
ANCHOR TYP., SEE
I
TABLE A, SHEETIFOR
EMBEDMENT:
A, SHEET
&TABLES, SHEETI
26 ANCHOR NOTES&
ALLAPPROVED
SEE TABLE A,
(ALSO SEE TVP.
TABLE A, SHEETI
SUBSTRATES.
SHEET 1
29 ILLUSTRATION, SHEET
9)
1-1/4' MIN. EDGE DISTANCE
DISTANCE: SEE
EXTERIOR
3.SEETABESI3,
TABLE A, SHEETI
_
EMBEDMENT:•..
I�'1J
SHEETS FOR
SEETASLEA,
P-HOOKMOUNTING
REQUIRED P-HOOK
AND P-HOOK
29
EXTERIOR
SHEET
ADAPTER CONCJCMU
MOUNTING ADAPTER
' ANCHOR NP., SEE
PHOOKWOODANCHOR NP.,
SEEANCHOR NOTES
V
P-HOOK
CONCRETE OR
ANCHOR NOTES B TABLE
A, SHEET
ANCHOR QUANTITIES.
ALSO SEE EXAMPLE
B TABLE A. SHEETI
(ALSO SHE
EMBEDMENT: SEE
CMU PER TABLE
TABLE A, SHEETI
AL50 SEE TYP.
ON SHEET 9.
T9)
ILLUSTRATION, SHEET 9)
2.693-MIN.
EDGE DISTANCE
A, SHEETI
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH ANY
SILL RISER
PARTS #18, #20, #22 OR #24,
d®o PARTS #18 #20, 422 OR #24,
LATION
WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALINTERIOR MOUNT SHOWN
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN (SEE TABLES JA, 2A ' 3A
MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS)
EXTERIOR CONDITION
METAL TYP.,
P-HOOK MOUNTING
SEEANCHOR P-HOOK MOUNTING
CONCRETE OR EMBEDMENT: SEE
ADAPTER CONCJCMU
-E 4, SHEET I; EMBEDMENT: SEE
ADAPTER SMS
CMU PER TABLE TABLE A. SHEETI
ANCHORTYP.,SEE
IF3THREADS TABLE A, SHEET 1
ANCHOR TYP., SEE
ASHEET
•
ANCHOR NOTES &TABLE
D THE METAL
ANCHOR NOTES
A, SHEETI
SUBSTRATE
29 &TABLE A, SHEET
EMBEDMENT:
(ALSO SEE TYP.moouCTREKSI#PD
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
ILLUSTRATION,
SEE TABLE A
28
^� �� •IW me Flulds
gd
EMBEDMENT:
SHEETS�DISTAN)
SHEET
_
�w wu 126•�2�
SEE TABLE A,
DISTANCE: SEE
-
SHEET 1
ABLE A, SHEET 1
• •
1-1/4° MIN. EDGE DISTANCE
e1hm10de CabN-
30
3D
�
P-HOOK SMS ANCHOR TYP.,
EXTERIOR
P-HOOK CONCJCMU
EXTERIOR
SEE ANCHOR NOTES
n
ANCHOR TYP., SEE
10,
& TABLE A, SHEET 1
V
ANCHOR NOTES & TABLE
(ALSO SEE TYP.
2.693• MIN.
A, SHEET 1
2.693- MIN.
ILLUSTRATION, SHEET 9)
ED GEDISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEETS)
P-HOOK FOR USE WITH BOX SILL RISERS
®P-HOOK FOR USE WITH BOX
Kc #21 #23 OR#25.
SILL RISERS
"`1II 1)T1j
YLYNN
PARTS 919 #21 #23 OR#25
PARTS#19
EXTERIOR
--""- R1/
METAL INSTALLATION EXTERIOR
CONCRETE INSTALLATION
�` �Q�
'� ' VGENg' C
(SEE TABLES IA, 2A&3A MOUNT
(SEE TABLES IA, 2A&3A
MOUNT
FOR WATER RATINGS) ONLY
FOR WATER RATINGS)
ONLY
_ * : N.. 58705 •P,
(M)4661"
MET. OFAUM. 1A25B
sco-rn I MS 1 14 d 22 PGT0130
1
I
d
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'AW &'Ac.-
NOTES: SHEETS 12 & 13
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES. SHEETS FOR MAX
PANEL HEIGHT AND
WIDTH. SEE
SHEETS 18 8 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER OP/ANCHOR
TABLES.
SILL DETAIL Or, SHEET 18:
INSTALLATION DETAILS
'DW &'Dc', SHEETS 12 & 13
MAX.
UNIT
WIDTH
MAX. UNIT WIDTH
MAX.
NOM. PANEL WIDTH
DLO
TYP. PER TABLES 1-3
WIDTH
INTERIOR
1
EXTERIOR i
9D°
1
PANEL
PANEL
PANEL
TYPE
PANEL
CORNER DECORN
TYPE •Og•
Os!
•q5•
TYPE
R
SHEET 198 CORNER
.A'
ANCHORAGE SHEET 11
NOM.
MAXUNIT
MAX
PANEL
/
/
MAX. HEIGHT INTERLOCK DETAIL
DLO 'M', BHEET I9
PANEL
' WIDTHTYP.
PER
iEIGHT
SEE PER
HEIGHT TABLES EXTERIOR INTERIOR
1-3
1-3LEJAMB
DETAIL'GY, SHEET18;
UNOTETABLES
X
X
INSTALLATION DETAILS J
X
'GW 8'Gr, SHEETS 72813
DLO WIDTH= NOM. PANEL WIDTH -7°
#10 X 1-1/2°
PH SMS
PANEL CORNER
DETAIL
90° DLO HEIGHT = DOOR UNIT HEIGHT -10.125°
EXAMPLE' 90° INSIDE CORNER 4 PANELS - XX/XX PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
SIUCONE HOT-MELTBIITYL
STRUCTURAL
SW CONE
STRUCNRAL 91G NOM.
FRAME CORNER
DETAIL
Part#
Description
Material
124
Kommeding 4SG TPS Spacer System
125
OuaneX Super Spacer nXT Wth Hot Melt Butyl
See this
Sheet for
126
OLlanex Duraseal Spacer
Materials
127
Cardinal � Edge Spacer
Hettnt.Gt It.. ntYVn Sr LL-0"r•..b an m
iS POLYISOBUTYLENE 114°NOM. FOAM
WITH
WITH DESICCANT DESICCANT
EXT. GLASS EXT. GLASS
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INT. GLASS k
BIOS
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*=
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N vEmcE a U2. ANCHORAGE DETAILS / EXAMPLE ELEVATIO
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0.L�11FMILIEkwE.
SG M NTS 15 122 1 PGTO130 I C P.Em68705
CONFIG. EXAMPLES
/FIXED JAMB DETAIL'G2•,
LSHEET 18; INSTALLATION
DETAILS'GW &'Ge.
SHEETS 12 & 13
ERLOGK ❑
SHEET 19
ASTRAGAL HEADER DETAIL'A', SHE
DETAILS'L1'& 18: INSTALLATION DETAI
L2, SHEET 19 'AW &'Ad, SHEETS 12 &
MAX.
DLO
NIDTI
TYR
PANEL
TYPE
W MAX.
UNIT
HEIGHT
PER
SEE TABLES
NOTE 2, 13
IFFY 15
a
813, X X X X
SEE FRAMER MAX UNIT WIDTH \\
PANEL CORNER SILL DET NIL'D', SHEET 18 MAX. UNIT WIDTH
CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET IS 2-TRACK 'DW&Dc', SHEETS I2&13 EXAMPLE: 90°OUTSIDE CORNER -XX/)OC(2-TRACK)
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS IX& IN, DETAIL'M', SHEET 19 INSTALLATION DETAILSWI&
L2, SHEET 19� ,'1 INTERLOCK DETNL'M'. SHEET 19 'Id, SHEETS 12 & 13�
HEADER DETAIL 1 1
ETAIL'H2', SHEET P-HOOK DETAIL'J'&•K', SHEET V. SHEET IB;
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL'12•, SHEET 18; INSTALLATION
'HW &'Hd, SHEETS 12 & 13 'Jd,'KW &'Kd, SHEET 14 DETAILS'BW &'Bd,DETAILS'IW V16. SHEETS 12 & 13
SHEETS 12 & 13 7
H
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
Tr'L'
'D'
'A'
NCM.
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MAX.
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SEE
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TABLES 13
HEIGHT
SHEET 15
a
b
a
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MAX
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P
TA'
I
MAX.
UNIT
HEIGHT
PER
TABLES
113
1
ILE JAMB DETAIL'G3', SHEET 18;
ATION DETAILS'GW &'Ge, SHEETS 12 & 13
HEADER DETAIL'A'. SHEET
18;
INSTALLATION
DETAILS 'A &'Ad,
SHEETS 12
& 13
90°
EL
'
TILL DETAIL.
MHEIGHTTABLES
fPANELE
'D', SHEET
EL
IS;TYP.
INSTALL
R
DETAILS
S 1-3•,SETS
&'D
SD,V
1,
2
i MAX. UNIT WIDTH
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PANEL
TYPE
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TYPE
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HEIGHTSHEET
IS
I
L
D
X
X
X
EXAMPLE:
OXXXp
SILL DETAIL'E', SHEET 18-
(3-TRACK,
RIGHT POCKET)
INSTALLATION DETAILS
'EW &'Ed, SHEETS 12 & 13
TO)OiECHNOLWYOFNE
N VFNK4 FL 94])5
ry111�1600
C
NO CHM'GES THIS SHEET
CERT.OFANH. i193#
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'Gw' &'Gd, SHEETS 12 & 13
•M', SHEET 19
90° OUTSIDE CORNER
DETAIL'NT. SHEET 198
CORNERANCHORAGE
rSHEET 11
INTERIOR
E%iERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
3
HEADER DETAIL'C', SHEET
'18:INSTALLATION DETAILS
'CW &'Cc', SHEETS 12 & 13
K.
T
HT
2
.ES
I
EXAMPLE: XXXO SILL DETAIL'P, SHEET 18;
(4-TRACK BY-PASS) INSTALLATION DETAILS
T.' &Td, SHEETS 12 & 13
SGDao1NTS 1 16 • 22�PGTO13O. 22�PGTO130
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ASBUGAL
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A /
/V
INTERIOR RIGHT
SIZES 8 DESIGN PRESSURE.
LEFT ZJ
2, PANEL TYPES NOT SHOWN OR CROSSED OFF
JBox
WIHANOLE
ISM
PANEL PANEL
TI EXTERIOR
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
A3TRAGM1L
T
II STILE STILE
V V
In
L~L-
BOX OITT
AsBOX @
/aa.aun
T
Ieaxavn
PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND
U
3. 90• ASTRAGALS TO USE H EAVY-DUTY STILES
IORNER RECENTERER IH78)AND EITHER
EXTERIOR (#119)ORINTERIOR (#120)CORNER
EXTERIOR
W
9oxW
IN
APPLICABLE STILEfASTRAGAL REQUIREMENTS.
ASTRAGALS.
--I
INTCO[n
'�wI
mmw
4.135° ASTRAGALS TO USE HEAVY-DUTY STILES
qp L.X.T'.
OT
!l
Cl61)
l..i
AND CORNER ADDON(931).
J
W
W/HANOLE a,
E%TcoRNER Q
-•
QT
QS
SILL RISERS OPTIONS 1-� 23T
23T
Q
d
WI HANOLEp tg/��
EXT C00.NER 48
OORECENER [-
CT
I �C
VVI�~5.O6T3.30V
23T OR
.232 EXTERIOR
�T=KI�� a .66T
EXTERIOR
.Dgp• I'W)IIUCL RENEWPD
a 4055' tl��C�WIHANDLE
Al N.
U6T EURO
Ewi.� .wt' 21 a;?zAT
AS
DF
u,56
V's I
EXT CORNER
CF
SILL RISER FLAT• SILL RISER, FLAT SILL RISER, FLAT
18
GLOW. OMEDIUM,
SILL RISER, FIAT
24
00REOEIVERi' -"
FLUSH TAIT 2-1I2' 3-1/4-1/4'
HIG�_4'
35 RECEIVE N,o
36 RECEIVER
WI HANDLE y,6
VT
VS
VF
T50
EXTERIOR+I ExTERIORI � 'T50'
EXTERIOR
Ma R
EXTERIOR ~— 1
_
a
IMRCRE� N], ,
WT
WS
WF
.062
a I �• a .O6T
3.305
4.055062•
W/HANDLE pg
I�aL� .062•. 2555'
\\\11I111111/,T/
I. , vvi
�`` N
U II 1 JCEN S
Qom:' P -eFP
OSILL RISER. B0X1' SILL RISER. BOX SILL RISER, BOX
19 21 23 MEDIUM 3-1/4'
SILL RISER, BO% -' N.. 58705
FLUSH, 1-10 LOW, 2-1/2'
'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8
= O '•.
N VENICE FL.x115
770
8 ATE
l')SS��NAL\ENG..
a049y1)
CERT. o AITH+n:w SERIES AL UM. SGD-LM IMPACT
JR
C NO CHPNGES THIS SHEET.
yeYy ya as
w. x ALYNN MILLER, P.E
7 11&1d14
s
SGD-n0 NTS 17 d 22
PGT0130 C F.EJ W70
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
Gt
2-TRACK JAMB
fi'LONG CLIP#105
Q W/RETAINER#105
MIDSPAN (SHOWN WITH
' FIXED PANEL TO
THE INTERIOR)
EXTERIOR
G2
!-TRACK JAMB
:LIP #80 OR #105
W RETAINER 0123
SHOWN WITH
IXED PANEL TO
HE EXTERIOR)
SHOWNWITH 2-TRACKW/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
E RI
a
'L%
G3
2-TRA8K JAMB
(SHOWN
WITH
OPERABLE
\ PANEL)
G
;Q—
IDEXTERIOR2-TRACK JAMB
W/SCREEN
3
113 5
E ERIOR 69
a
3-TRACK
B FRAMEHEAD
®2-TRACK W/SCREEN
D FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
I JR 1 O4 7 1 C I NO CH GES MS SHEEL I
3-TRACK
E FRAME SILL
N YENICP R50]15
(911)180.15N
CERT.OFRI/IK 03P19B
1W FBLLPANEL JAMB LENGTH
600R 81 105
LOCK PART
758107AI iT
i0 OR 61
6 5
5 SEE DETAIL GI
FOR FIXED
80 PANEL CLIP L
OCK
SEE DETAIL G2
103 FORELCLI
PE EFIXED TAIL 5
5
16
600R61 JLEXTERIOR
�E%TER10ft �E ERIOR I-1 EXTERIOR 5
3-TRACKJAMB 3-TRACKJAMB V4-TRACKJAMB 4TRACKJAMB
SHt (SHOWN WITH N2 (SHOWN WITH 11 (SHOWN WITH 12 (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
EXTERIOR
a
FXT
MAX. UNIT
HEIGHTPER
TABLES 1-3
4-TRACK
E FRAMESILL
I SERIES 770 ALUM. SGD-LM IMPACT I
SG m I NTS I 1S • 22__L PGTO130
* ? No. 58705
423
ASSEMBLY DETAILS
(SEE SHEETS 12d4 FOR FOR INSTALLATION DETAILS) ��QMTERIOR 61 113 116
n IG31, /l t/E3) �) T 11 113 l_
n
3 EXTERIOR
EXTERIOR
a
90'
II. EXTERIOR U
V
e]
�EMERIOR LJ
ea
119 103 1f9 �E-X�ERIDR
STANDARD ASTRAGAL
NEAR
u WITH STAND RO SSTILES#60
SWIT HEAVY-DUTY STILES#61
N1 2-TRACK SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
QIMERIOR
Q 4INFERIORRR
35'
5 5
H
3:
®135' OUTSIDE CORNER
Of 2-TRACK SHOWN
x� W M] C NO CHANGEG IHI3 GHEEf.
x 1nna14 "�
N YFMLER91})rj
(911f x9616W
LER].OFANH.019]N
.1 EXTERIOR
135- INSIDE CORNER
oz 2-TRACKSHOWN
V -J1T-==LLL-7jU
10
INTERLOCK
5
tt
' ITEM #61 (HEAVY-DUTY
]-
STILE) SHOWN, ITEM N60
(STANDARD STILE) ALSO
90' INSIDE CORNER
APPLICABLE, SEE TABLES
Nz 2-TRACK SHOWN
13. SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
IMERIOR
FRIES 770 ALUM. SGD - LM IMPACT
—SG sM NTS 19 • 22 —'PGTO130
1
1nOfi
61T3C6
91PAIX HEAD
2
tn03
61T30]
2-TRACK HEAD WITH SCREEN RAIL
3
1)309
fi113D9
3TRAIXHEAD
4
1n13
61T312
0.TRAIXHEAD
5
lnid
fi1T311
FRAME SCREW COVER
6
1131]
fif)31)
FRAME HEANAMB ADO-0N
]
tIJOa
fit]301
3-TMIXS6L
0
9I01
fil]]01
2-TRACK BILL Wm1 SCREEN ML
9
1]30]
61]J01
}TRACK BILL
ID
m1D
fi9]10
4TMIXSILL
11
1n13
61n1J
FRAME 34LlMCK NSERT
12
17315
fiiJ]IS
FRAME6LLSCREEN ADDON(SEE NOTE 3)
13
17316
617316
FflAIAE BILL SCREEN ENO A060N (SEE NODE J)
N
17305
6n3D5
1]RACN IAMB
15
tJ302
61n03
2-TMIXJAMB WITH SCREEN RAI
ifi
tn09
61]Y,I6
1TMLK JAMB
17
tntl
fiD311
4TRAIX JMiO
10
1nn
6AJn
SILL FIBER -FUT, FLUSH, t-t/Y
19
1n19
fiV31B
SILL WSER-BOX FLWN, 1-1?
20
1]J21
61n21
SILL RISER -FIAT, LOW, 3-1?
31
1n10
61n18
SILL RISER -BOX LOW. 2-1?
22
1T356
89355
SILL RISER- FLAT. MEDIUM, 1111'
n
1n51
69151
SILL RLSER - BOX MEDUM,}1M-
RI
tnn
81)333
SLLL WSER-FLAT. HIGH. 4•
2S
in20
61nM
SLLL WSER-BOX HGH, 4'
26
1n33
61T333
POCKETP4f00K
2]
)Oi0
6iDT0
NEOPRENE BULB WSIP FOR PJWDK
38
1n34
61J331
POCKET P-HOOK MOUNT
29
tJ335
fi11305
PAf00K COVER
3D
1T34
bf)340
POIXETPAf00K FOR BO%R6iER
91
1nJ8
61n)B
135 CORNER
32
1nT6
fit]3]6
t35 FI%EO MOVNf
ITEMS ID63
ARE 6CPEEN PARTS:
40
4318
6t2250
SLPEEN 30)E FRB--LOIXSRE
41
TLOIXWGSK
SCREEN LOCKSEf
42
41610
SCREEN KEEPERSPALER SET
43
0152
60152
SCREEN WIERLOIXADAPiER
44
M30
61d20
SgiEEN DOUBLE IMEN-OLJ(
15
d3n
61215fi
SLPEENTOPRAO-
46
d310
fi122R
SCPEEN BOTTOM RAC
1]
660
ISRAZ
STANDARD ROLLER
4B
660
)SRWt
STANDARD ROLLER-ST. STL
d9
4341
fi4314
SCREENASTMGAL
50
1TN9
61T319
OlS13CREEN PSIRAGALAOAPIEP
51
1692
61fi92
SCREEN SPLNE-.165
52
1691
61691
SCREEN SPLNE-.150'
53
81016C20
SCREEN CL0IH
51
1)RE
tl2'%4'Xt/tfi'6ET. BLOCK, NEOPRENE 03 q-5
55
tYl6
P%4'%1116'SET. BLOCK. NEOPRENE 85 H-5
Item
p GT#
PGT#
Oescrip8on
fi0
1)JRS
6tT12S
PANEL STLLE
81
InM
B1iJ26
PANEL SIRE INFANT DUrv1
fit
1)JR
61]J2]
NIERLOCK ADAPTOR
fi3
122s
em2ae
vwn aide wsm.-THN (NSDE WIERLOCKI
61
1n8
]t]R9
56L END WEAiHERS1flN PAO
fi5
1T328
61>JRB
NIERLOLN SCREW LOVER
B)
I)929
81)3n
ASTPAGAL
fi0
1)J38
01]]39
HEPVY DUtt A51PAGAL
fig
fT324
61n2d
IDP 0 BOIIOM MA
)0
1)353
If]350
WFAIHERSTRW E%IENSION IBUELTION 610LOED)
J1
1698
T1693
Ft?%1'X11'NIGM FW SEAL DUST PLUGS
R
01U
>0183X
TANDEM 9T. SJL ROLLERASSY.
n
619
]0153N
TANDEM NYLON ROLLER ASSY.
T4
SILKONE
OOW4199, OOW9950R GE-T]fi0
]5
8105
]0105X
GEMWIMOR]10E IPLY DUAL LOCK WILONG RiW PLATE
)6
)t0]2AYFPFX
pt033%1•FL SSSCRLW WIIYPE'F-T�
17
T10]R3B
10i29TEEL 2INC LLNUf
]9
1]35)
6ID5]
1'IG BEAD
00
1)399
61]]59
I/16'SEADI FBED PANEL CL�
01
1nfi0
61TJ60
BI16' BEAD
03
1334
BTPI4IK
VBIYL BULB WEAlHERSTRW
e7
61T48
1)IS
LOWE NG,1/SXtIt6'SGL. SB3E ADH TAPE, POLTETI.
100
8052
a8052
ROLLER AOJ. HOLE PLUG
101
ROBJ
14M0 DUMPER
t02
1696
J1696
OUSTPLUO
1W
8106
]B1B8%
I- KEEPER
1W
fig
>SDNEEP
SCREEN LOCK KEEPER
105
1)J14
B1TN4
FOO6D PANEL LLID-O'IONG
106
1n53
61J353
FIXED PANEL RETAINER-BIt6'
1D]
tn9
Ttn9
HANDLE KR-BNER%)R RAISED WITH THUMB IIIPN
100
1T4D
>1T40
HANDLE KR-RAISED E)nERWR HANDLE
109
tnl
]81625N
HANDLE KR-RECESSED WlERIOR WRH THUMB TURN
110
iT33
n1)0
HANDLE KR-RECESSED EX3ERIOR PULL
111
T1D%i1PP30P%tl10XY4'PR
PN.IEK-$.5.
113
12J5
6JS16
WS1P, .2T0 %.90-FN SEAL
113
iT12
64066
.10>'X23P FPJSEAL
to
]1OX115PP%
Y1D%1A?
us
J1DJpPr
n1Dxr
116
T2Q%ix
tlf420%1.53.
in
RObi2%
k10.20X1-1Tl S.S.
110
1n38
61]J36
W�EGREE CORNER RECEIVER
11B
1]33>
ennT
90 DEGREE Wi510E fARNERA3IRAGAL
130
1T3]3
011I330
90 DEGREE INSIDE CORNER PSIRAGAL
12]
1]?52
61n52
FC�O PANEL RUNNER 7l8'
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39, 56-59, 66, 78, 84-99.
121 8 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL
3) USE OF #12 OR #13 REQUIRES
MIN. #10 EMS OR 3116- MASONRY
ANCHORS rQ 24-MAX. O.C.
YRODUCTILEBM A
�ma c'Moae.me4u. Fn,le6
6tPl AL. Da l
Br �DB,
v1AmJJ.Y..
�. `0NY LYNfV41, "%
[} P
L * ? N.o 58705 =
1DTDTECHNDLOGYDRNE :�0,�'., s p E
n VEMC6 nuns PARTS LIST F
JRY amsaJ C NOCHANGESMISSHEET. CENT.CFAw CHUM SERIES770ALUM.SGD-LMIMPACT a. 'oSI/D,NALE �`
P JR IWIW14 m.a ae. m z2T SG0.n0 NT$ 20 + 22 n++s PGT0130 C A. RE,
Mile
PE
Item DWGT# PGT# Description
8.562'
0.060'
1 211' 1.505'
0.081- 02-TRACK HEAD to 4TRACK SILL
(6063-TEAL) (6063-TB AL)
6.198'
1.211'
O.OB7" O2-TRACK HEAD WI SCREEN TRACK
(6063-T6 AL)
6.526'
0.080'
505'
03-TRACK SILL
(6063-T6 AL)
7.105'
I- 6.221°
0.080'
1 211' 1.505'
0.081, O3-TRACK HEAD O2-TRACK SILL W/SCREEN TRACK
(608346 AL) (6063T6 AL)
9.142-
54.49'
0.080'
1.2yy11' 1.505'
_L
hTm,.4-TRACK HEAD 02-TRACK SILL
(6063-TEAL) (6063-T6 AL)
1.514' 0.062-
1.260°
0.532'
1 0.060° r1 1.516°
OFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN
ADD -ON 12 Aoo-0N
(6063-T6AL) (6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16' MASONRY
SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24- MAX. O.C.
0.7fi0'
1.990°
FRAME SILL SCREEN
13 ENDADO-ON
(6063-T6 AL)
REQUIRES MIN. #10 EMS
OR 3/16' MASONRY
ANCHORS @ 24- MAX. O.C.
N.VEMCE.aU2-
t9+0eoons0o
cEnl. OFAUM. anzm
1.672°I--
0.062'
1_019'
0.081°
40 SCREEN
STILE
(6083-T6 AL)
5.069°
+I Imo- 1.045
I
1.993'
0.062'
14 2-TRACK JAMB
OOPRAIL
SCREEN
45 -
T
(6063-TG AL)
(6063-T6B3-Tfi AL)
RI-0.875'
1.� 0.062'
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
5-
.:.-..:77
16 &TRACK JAMB ��: -010ENSF
(60fi3-T6 AL)
N.. 58705
Dv 4-TRACK JAMB
(6063-T6AL)
KTRUSIONS �'.,'PFS• :��omuq.
FRIES 770 ALUM. SGD - LM IMPACT �''iiS�ONAL F
ALYAII�Iak'
SGD.no NTS 21 122 PGT0130 C P.E. 58705
t
0.718' 0.83'
�` 2.304' 3.802' 3.8021 -{ I ''jl- 0.752' 10.062-
)
0.752' �j
0.574° `-�1J r� 0.796' 1.163'I 0.685'
0.062' 0.080° 0.062'1
0264° 0233•
OA75'
OFRAME SILL P-HOOK MOUNTING P-HOOK SCREW
SCREW COVER 11 TRACK tfi P-HOOK t6 gDAPTOR 29 COVER 0.080' 36 P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6AL) (6063•T6 Al.) (6063-T6 Al.) (6063-TBAL) (6063•TB AL)
4'
ib
0' .080' L488' 4'
...1.601.739' -j
0 0.062'
I
1.303'
0.3
.016' L070' 888'
1.974'r
.2, 3125- 00625'
CK
31 135' CORNER Ot 135' FIXED MOUNT 60 STANDARD STILE et HEAVY DUTY STILE 62 INTERLOINTERLOCK
ADAPTER 65 SCREW COVER
(6053 MAL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-TB AL) (6063-T6 AL)
3.979'
0.076,
1.645'
0.125^
O STANDARD ASTRAGAL
(6063-T6 AL)
1.003'
0251- -1
be HEAVY DUTY ASTRAGAL 66 TOP/BOTTOM RAIL
(6063-IU AL) (6063-T6 AL)
1.304' I .
289' ,611' .485'
045'
.045' .045' %--
79 BEADINIG. 60 B/EAD. WGLAZINFFIXEDDG 81 BE1Afi'DGLAZING rBODUCT RSNEWeD
(6063-T6 AL) PANEL CLIP (6063-T6 AL) pympwY6me Feria
(6063-T6 AL) �141pe Co4e ly��(2L
A
0.757' 0.080' 4'
0.050' L
O105 FIXED 0.709'
PANEL CLIP 2.8
(6063-T6 AL)
1.498' 0.133' 1.498'
I I80°L.550' -I { ,FIX2131-�0.70.709' 1t0 FIXED PANEL 5.621'
RETAINER. 7/8°
0.080' -I� ( (6063-T6AL) 110 90' OUTSIDE CORNER ASTRAGAL
FIXED PANEL 11890-CORNER RECEIVER (6063-T6 AL)
1� RETAINER 9/ifi' (6063-T6 AL)
(6063-T6 AL)
CFW.O AUIH 13
ssnno
AmpWmNo ai
e.w.mp
DY S
5.621' -� -�� ANu1 Pro4W COWM
0.133,
4-
Ito 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
22 122 PGT0130
11111IIIIl,
-Y N.
P;+
* : No. 58]OS
AST
lC 140R10?.
' "7,'()NAL E
1/n I n11
A LYNN MILLER
PEi58tbb