HomeMy WebLinkAboutNOAM IAIW ADAD2EMIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
- BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE_ (NOA) wim.miamidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive SC BWNE0
North Venice, FL 34275
SCOPE: St. Lucie
OThis NOA is being issued under the applicable rules and regulations go 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
I,#avjhg Jurisdiction (AHJ).
N04OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Sectioh'(In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
ta;,�ave this product or material tested for quality assurance purposes. If this product or material fails, to
perf;io in the accepted manner, the manufacturer will incur the expel se of such testing and the AHJ may
�nediately revoke, modify, or suspend the use of such product or mad erial within their jurisdiction. RER
reio,- r s;.
e,A the right to revoke this acceptance, if it is determined by N iami--Dade County Product Control
Slecti9isthat this produc iaterial fails to meet the requirements of the applicable building code.
T}fs. M. 5
rs product is ap oved escnbed ein, and has been designed io comply with the Florida Building
Code itichrdinQ eHoig elocityHurrica Zone:
Sliding Glass Door w / 90` & 135' corners — L.M.I.
AL OC JMENT: Il awing o. PG 0 title es 77i4 Alnm. SGD - LM Impact", sheets
22 0 22, dated 10 10/I4, revision C dated 041 r aced by manufacturer, signed and
Antho Lynn Miilor„ bearing the Mi ode CounTy.P�odu Control Revision stamp with
of Accep rand expiration dot y the Miami -Dade County roduct Control Section.
IMPACT RAT G; Large and Small Missile Impact Rtaistant
[NG: Each unit sh ll bear a permanent label with the manufacturer's ame or logo, city, state,
-ies, and•,ollowing st ent: "Miami -Dade County Product Control pproved", uniess otherwise
ein.
'AL of this NOA shall lie considered after a renewal application has been filed and there has been
in the applicable building code negatively affecting the performance of this product.
9ATION of this NOA will occur after the expiration date or if there has been a revision or change
terials, use, and/or i airufacture of the product or process. Misuse of this NOA as an endorsement
aduct, for sales, advertising or any other purposes shall autotfatically terminate this NOA. Failure
with any section of tbis', OA shall be cause for termination ankh removal of NOA.
TISEMENT. Th. NO`A number preceded by the words Miami -Dade County, Florida, and
by the expiration date -may be displayed in advertising litemfure. If any portion of the NOA is
then it shall be done ;`..'its entirety.
TION: ,A copy of -this entire NOA shall be provided to the user by the manufacturer or 'its
rs and shall be available for inspection at•the job site at the request of the Building Official.
i revises NOA# 16-0629.06 and consists of this page 1 and evidence pa e -Laal E-2, as well as
Jocument mentioned -above.
itted documentation wasreviewed by Jorge M. Plasencia, ... \
t;r
' NOA No.17-0420:12
oe eourun /' !Expiration Date: February 17, 2020
!Approval Date: September28,2017
Page I
'i 44:
P:G�I`-Irdustries. Inc. r.
NOTICE OF ACCEPTANCE: EVIDENCE4SUBMITTED
Ai-.'..i ;DRAWINGS
1: Manufacturer's die drawings and sections.
(Submitted tinder NOA No. 14-0123. 10)
"2t Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets I
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:=f 'TESTS
Reference Testreport 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, 06/17/16 and 06120116, all signed & sealed by Idalmis Ortega, P.E.
.111 (Submitted unddr NOA No. 16-0629.06)
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
F 3) Water Resistance Test, per FBC,• rAS 202-94
4) Large Missile Impact Test per FBC, TAS 20 i-94
5' Cyclic Wind Pressure Loading eiFBC 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 underNOA No.14-0123.10)
3:• Test reports on: l) Air Infiltration Test, per TAS 202-94
2)"Uniform Static Air Pressure Test, .Loading per TAS 202-94
3;),, Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5�; Large Missile Impact Test, per TAS 201-94
6)• Cyclic Wind Presstne Loading, per TAS 203-94
r' along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared.by Fenestration Testing Laboratory; Inc., Test Report No FTL-5980,
FTL-5993, FT- 1,4036, FTL-6001, FTL-6014, FTL-6015, FTL-6017; FTL-6023,
FTL-6024, FT'L=6025, FTL-6028, FTL 6031, FTL=6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test r'eports No. FTL 5980, FTL 6001 and FTL 6015 have been revised'
and reissued on 12/29/09, signed and sealed by Julio Gonzales "
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 17-0420.12
.•Expiration Date: February 17, 2020
-Approval Date: September 28, 2017
E-1 i;
PGT.Industries. Inc.
- G
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. . TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted under NOA No.15-0430.08)
C. 'CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-51h
{ ` 1 Edition (2014) and FBC-6'h Edition (2017), dated-04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Antliony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. P 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, ,
r. expiring on 07/08/19.
- 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
!:1 t „
"SentryGlasG•3>'`(Clear and White) Glass Interlayers dated 06/25/I5, expiring on:
07/04/18.
,
F. STATEMENTS
1. Statement letter of conformance with FBC-5'h Edition (2014) and FBC-6"' Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
Statement letter)of no financial interest, dated 04/18/1.7, issued by manufacturer,
e signed and seale`A by Anthony Lynn Miller, P.E.
3. Test proposal Na16-0152 dated 03/09/16 approved by RER.
4. Lab compliance; as part of the above referenced Test Report No(s) FTL-8717, FTL=
-' 8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluininum'Sliding Glass Doors w/90° &1'35' comers - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
_ Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
E NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2 -
3'
t`
StPIr-S"17. INfPACTIRE SISTANT-SLIDING GLASS-D.O.ORi,
` INCLUDTNG:FOCKETS:&90°J135°`CORNERS'`;
GENERAL NOTES1 � GLAZING TYPE48I r
dPTIONS SEk-TABLETHIS SHEET'BGkINGDETAIL50N SHEETS 5. t
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, ASD.
3) ANCHORAGE: THE 33-1/3% 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 WITFI
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOAB, ANSDAFBPA NDS FOR
WOODCONSTRUCTION AND ADM ALUMINUM. DESIGN MANUAL.
7)THIS PRODUCT HAS BEEN OCSIG 1EU.E.TESTED TO QOM'r4Y WITH THE REOUIP.1:`11 NTS CF TH _
CURRENT SIZES
MUST
BEDING CODE INCi: COMPLIANCE
HIGH EGRESS
REQUI EMENT& PER
8)DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REpUIREMENTS PER
CURRENT FLORIDA BUILDING CODE AS APPLICABLE.
Ana.,
Gmup
y
1 AOahOY IYPe
,•�T14amiI`1
1d
substmM
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Dim..
M O.C.
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u
A
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_,
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9116.
7/8'
1-3fC
+ 6083.T3 Aluminum
Y9'
9116'
0.000.
4 ,A38.Aeel
3leei
III
MORP '
Gr 335OOStad
YB'
911V
4.04Y(18 GB)
1II'Elco A9greGatel®
Pa=57 kai, Fe=9S OF
All
Cmmmte min 2.22 kp
1-1n'
3"
1-Yfi'
Jamb/P-0ook
Filled Block ASTA MO
Y
3'
Y
Jamb/P4took
HWlow Block I -1
2"
3'
1.114'
NI
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1'
1.
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metal subabele)
All
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O
fio
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N'
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0.09C
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310'
9113`
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CY.33Ske1Stod
3M'
wiw
0.045. low
G
E Uo 1nOceID
Fr• 155 111 Fp177 kai
All
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1'
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Al
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2-In"
6-
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P
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Fe=127.4 (el F„ 189.7 kal
Bed'8",
Je 1PLoeF.
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1'
4`
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1'
4"
13r4'
Hem Pdeuk
All
HMlew bock ASTA C96
6vAhOn Pine SG • do-
Ht/3"
B"
1-014"
9) TEST REPORTS: FTL-5980, FTL.5993, FTL.6001, FTL-6014, FTL-6015, FTL-6017, FTL-5022, FTL-6023. I) WHERE sUenl EGuwE ANGHU.L FROM Mona I...-- ur me rwenuN uNw.:,.�we,
9) TEST REPORTS:
FT-5980, FTL-6031, FTL$D33,FR$036 AND FTL-7554 CHOOSE THEANCHOR GROUP OF THE LOWESTLETTER FOR ALL TABLES IN THIS APPROVPL.
2) OIL ANCHOR HEAD TYPES ME APPLICABLE
OMa
0-sulpdoe (I from Esbaerte Inroaa4
¢3
T/iC lem"vWe4 oe1Yt8'HS Dlses vAN A9P PVB bVerMa
c1(2) Lan 0110 HE Ghss 1Mm.09C PVB baetlryor
C4
]/18'lem5Net D7 LLec olL16 H9 GIasavAN.890'SO kikMyer
OaA
L16'IamhlCetl:(2)Pea olll4'H9 Olaes Mk.090'SO Hteneyer
GS
CaT
1'famPeted L¢: YICTEMetlor Cep+YS'NrSDace+>AC Lemllu\etl; PnolY1C NS Glace w6N.OpL'PVB baBAa9m
V mImteal.0.:Ve TEalellorCap 4 WIC AkSpace+]I18'LeminaWd. Il) LAU O oll. H9Glaa..090, PVB WO.P"
GB
1'tamWtetlL0.: Y1CTEaletlar Cep+9I0'Alr Spece N/IC IAmFatetl;(Zl Pea elYlCH9Glasf w1m.09O'CO WaXryor
OM
VIaanaleULO, IWTEdO0rCOP 4 M1CAVSpe0e47/13-Bala.lotl;(2)LNesoLY16'HB GIan w1m.090.6G InkAryer
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]tlC LemImIM:121 LIle9 of 3OC ANN Glass ath.057 SO Hlatlayer
27A
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Ge
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OBF
1'lemkmted LG;1I4'TEkNAer Cap+L16'Air9pazo4]It6'trminated;(2)Pae of YlB"AIeJ 04na xi1k.090.90 Laetlaver
-prvrc=ANNqu U -' -
il9'=HEAT STRENGTHENED
T-TEMPEREO '
WB' •.09C TROSIFOL®PVB BY KURAMW AMER Ck INC. 1
•$G`-.OW SENTRYGLASOBYKURMAYAMIDUCA. ING
OFSION PRE9SURERATWO IMPACT MTING
SEETASLES 1, 2 A 3 ON RATED FOR LARGE 4 SMALL
SHEETS6,Tds MISSILEIMPACTRESISTANCE
CODES/STANDARDSUSED:
$2017 FLORIDA BUILDING WOE (FBC), 6TH ED-ON
.2014 FLORIDA BUILDING CODE (FBCA 5TH BOTCH
-ASTM E1300L9
MNSVAFBPA NDS-2015 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL,AOM-2015
-AISIS1OM2
-AISC 360.10
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
M
GLAZING DETAILS............
4.5
ANCHORAGE .....................6-14
DESIGN PRESSURES.......
6$
INSTALL DETAILS.............1244
ELEVATIONS. ....................
15.16
PANEL / SILL TYPES .........
17
CROSS SECTIONS...........
18.19
PARTS LIST .......................
20
ov'roumnue
91 Do
CFRD DFAUFI!,
3)FOR STEEL STU05, MIN. FU=95KSI, MIN FY-33KSI.
4) FILLED BLOCKVALUES'MAYALSO BE USED IN HOLLOW SLOCKAPPLICATIONS.
5)ANCHORSMUST BE OF SUFRCIENTLENGTH SOTHAT A MINIMUM OF 3 TMIEAD'a E%TEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES -
1) FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI.DADE COUNTY, USE ONLY
MIAMI-DAOE 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.
PRODUCT REVISED
PROPER Y CKS SECUREPICTEDAS OOD ARE BUCKS ARE
OPTIONALITHAN THICK. pl Ine wim Eke Fmriaa
PROPERLY SECURED, O WOOD BUCKS ARE OPTIONAL K UNIT IS mini N. ioae
INSTALLED DIRECTLY 70 SOLID CONCRETE. WOOD DUCKS NOA-No. 77-0420.12
DEPICTED AS 2XARE 1.1/2" THICK OR GREATER. IX AND 2X BUCKS EKplmtlon Date 02117/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER B
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS MYam a Proaect U.at,.I
.HE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD;! TODGREVIEWEDBY 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
ltlrlrl/
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
LY1vjV
MAX, 1/4•THICK &3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
.��NpNY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
A,' ,GENyf'-,!
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF�s
SUBSTRATE IS WOOD. 30# FELT PAPER OR MASTIC IS REQUIRED
=*: No. W705 -
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
= It:
BYTHEAUTHORITY HAVING JURISDICTION.
a^wb A LYNN MILLER, P.E.
S.. - NTS 1 -22 PG70130 C PSI m705
f EXAMPLE-CONFIG `�_JJALLCONF
URATION18- .1GYRATIONS SHOWN ARE ALSO AVAILABLE AS -
--�,�."PdCKS7rCONF]OORATIONSATFIfHEgORBdT"jAMd"-
-UPTiTwjiTr CobAtToNs USING DETAIL 'J,' -JtE- 'Kw' OR 'K." INqTAULATfOfNL.--
H
X" IN POCKET(p) CONFIGURATION CAN BF;'
1�.L�N�T WIDTH
p0Yp, bXyXX OR XXXX;1. OYXX IN POCKET CONFIGURATION
NOM, P CAN BE OMP.
PER TABLES 1-3 to PE ABL I
2) 90- It 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIG HT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
MAX UNIT E MAX. UNIT
HEIGHT HEIGHT I�W� 'X' - OPERABLE PANEL,
IN P TABLES 1.3 NY' = INOPERABLE PANEL,
R TABLES 13 PER = POCKET —DETAIL LETTER
pDDa
121,-W - WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL �W V-CONCRETE INSTALLATION
CONFICI IPATION CO ATION L�—S,HEET NUMBER
M! OLD WIDTH �'NOM. PANEL WIDTH - 7'
MAX.U�ITWI AX. ONITWIDTH OLD HEIGHT o = DOOR UNIT HEIGHT - 10,125"
NOM. PANEL WIDTH NOM. PANEL WIDTH c t t C PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866'
PER TABLES 1-3 PER TABLES 1-3 PER
Irr -- I
19
MAX is
UNIT
HEIGHT
ERTA13LES 1-3
I
811 MAX LUN
IEi� HEIGHT
PER gg
Id@TABLES 1-3
YY
P=U
--J
3-PANEL CONFIGURATIONS
4-PANEL CC NFIG RATIONS
PRODUCT REVISED
as complying with the Florida
comply
3 3
NOA-No. 17-0420.12
M .UNIT WIDTH
MAX, UNIT WIDTH
Exphatimn Date 02117/2020
NOM. PANEL WIDTH
my I .... I Imane
lmn�
NOM. PANEL WIDTH
PER TABLES 1-3
PER 7�4kkCS 1-3 —
I INV
MAX UNIT ff
HEIGHT
j I I I I
In
2
MAX. UNIT SEE
HEIGHT &
PER 2j%
PERTABLES 1-3
gE
TABLES1 -3
Cz 0
,sl
Z No. 58705
5-PANEL CONFIGURATIONS
c 1
CORNER TYP.
(OuAtl�C;7R �ERSHOWN.
INSIDE CORNER SIMILAR)
';!"°I"MPLECONFIGURATIONS
770 ALUM. SGD - LM IMPACT
AL,,
I'mil �'
LUT
122 PGT0130
C
A_LyM =P4.
RES
JR 1MM4
EXAMPLE CONFIGURATIONS
boNC1136RATIONSNores:
'MAX. TESTED UNIT WIDTH ;�, :''Cs,
°^'..'.-L."1)ALL'CONFIGURATIONS
SHOWN ARE ALSO AVAILABLE AS
0
355-7/16 @98°HEIGHT, !
r
It 'POCKETCONFIGII,RATIONS AT EITHER OR BOTIi JAMB'
3001/4 Q420 HEIGHT 1.
I +"I LOCATIONS USING DETAIL'JW1°Jc °Kw'OR.*K ANSTALLATION:
°4 BE
NOM PANEL WIDTH -
"PERTADLESI3
.' / �`,t..,;' . 1 j 0 I t .�.�?`
r
1°
-EX AMPLE -PANEL XXXX IN POCKET(p) CONFIGURATION CAN
'FZ50 p,pXXXXOR XX%%p:OXXX9NPOCKETCONFIGURATION
r-
CAN BE OXXXp.
I
19-
2)90° 8135° CORNER CONFIGURATIONS CAN BE ACOMBINATION
p
1
t j�a
OF ANY 2 STRAIGHT CONFIGURATIONS.
NIAX.UNR 1
HEIGHT, 1'
96"OR 120'
u to t9 1
i��rc
I Lsuw
3) FOR NOM. PANEL WIDTH, SEE TABLES I3.
NOM. PANEL WIDTH
PER TABLES 1-3
PANEL WIDTH
iRTADLE01-3
MAX. UNrr
HEIGHT
PER TABLES
PCCNE( N 'O° INOPERALBLE PANEL,
V=POCKET .
6-PANEL CONFIGURATIONS .r
0 1 DETAIL LETTER
MAX.'UNIT INIUTH V=WOOD OR METAL INSTALLATION _
- W"c'= CONCRETE INSTALLATION
r L—SHEET NUMBER
1 J 1 3
do DLO WIDTH =NOM. PANEL WIDTH-7-
7 to i�BJ" to p I j DLO HEIGHT=DOOR UNIT HEIGHT-10.125'
O21 °w'ac PANEL HEIGHT -DOOR UNIT HEIGHT-1.886°
W mgm
iFl
• • vC
fE1iF]
c....................
./Siel9mc.1A.L•
f�@l•E7Q�li2�fE
m m r� m tc
m m iv m m im i�i
CEM.OFAUM.Y .
polC
PRODUCT REVISED
pl Ing 1E Mo Flo6tla
9mialn5 iotlo
NDA-Ne. 17.0420A2
Expiration Pate 02/17/2020
r
I
11111111111
I �
: � tIGENSF
No. 58705
I. SGD-LM IMPACT '"l iili 101,
a•aaa. A.LYNNN63ER P.E.
3 - 22 PGTO130 C P.EI WW
10LAGIINU IJ L:.IZAILO
IVJ: V3A l-J4, V4H, Vo a vonl
-
-
- .
/,•
71164.14OM
�'-.....
7/ 6 NDM
3/18 HS GLAS$
-
3116" HIS GLASS
3/18 HS CLASS
090"PVB
.090" PVB
3/16- HS GLASS
3A6 HE GLASS
q
3
3!8'AIR SPACE
74
3/16- T GLASS
s2
—
83
E%TERIOR
3/4. NOM.
WjLS
EXTE
3/4" NOM.
GLASS
'
124.127
GLASS
BITE1�3SHE
BITE
EXIEIUOR
BU
'-
��- ,. ;.
�
..
7116" L INATED GLASS, TYPE G3
7116" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS TYPE G5
EMS' NOM.
9116- NOM.
1-NOM.
3116" HS GLASS
114" HS GLASS
1/4' HS GLASS
.090, PVB
.090" PVS
.090" SG
3116' HS GLASS
114'HS GLASS
74
1/4°HS GLASS
74
5/16"AIRSPACE
74
114' T GLASS
PRODUCT REVISED
82
as mplTinB wilM1 IM1e Florida
83
BREUla, Cada
3/4"NOM.
314-NOM.
14 NOM
3GLASS
NoA o. 17-0420.12
EXTERIOR
—�
GLASS
EXTERIOR
GLASS
124.127
E^pleatioa Data 02117/2020
BRE
�l
BITE
BITE
By
EXTERIOR
Mlam 1....I Central
_ .. t
81
5q
81 --
Yt
54
8'
I
55
9116" LAMINATED GLASS, TYPE 33A 9/16" LAMINATED GLASS TYPE G4A ` 1" LAMINATED I.G. GLASS, TYPE GSA
n
i
LYNN''.
GLAZING NOTES:
? iT :' Na. 58705 —
'ANN'=ANNEALED
'HS'=HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS.
'T"=TEMPERED gym..'
+�.
sC'' S7A '
w mnTEexrroloaraervE
"PVB'=.090'TROSIFOL EVE BY KURARAY AMERICA, INC. avENmeawn GLAZING DETAILS
°SG'=.090-SENTRYGLAb'DBY KURARAYAMERICA, INC.
�: Xt�''.`<oRlon.i'2�4'�
�'4SS
(:Nf1480.16op
G�s�
AL
F a. cEAE OTAumsmsa SERIES 770 ALUM SGD-LMIMPACT
L NO -NOES MIS SHEET. aw a-- "s
GIuut
JR p49SN7 ��.0
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wo-77o NTS 4 n22 -. PGT0130 C
ALYt�I PE
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m iWta14
i
,GLAZING DETAILS (136, G6A, G7.137A, G8 & GM).
7
7/1 6� NOM:
_l
311W HS GLASS-
- 1� _1 �
3116- ANN GLASS—\
_ i:
3/16u AN GLASS-
—apw SG-
.090. Aq-
3/16' HS GLASS-
.090- SG
3/16" ANN GLASS -
3/6' AiR SPACE- 74
I ANN GLASS
3116-
74
318 - AIR SPACE-
N
3/16' T GLASS
3/16- T GLASS
eJ
eJ
3/4'NOM.
RIOR
314. NOM.
G.-ASS
124-127
12a127 GLASS
1 SITE
SS
SITE
BITE
Qa
EXTMOR
5
<�3W
70
454
79
65
V LAMINATED I.G. GLASS, TYPE G6
7/16" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
V NOM. —
9(16' NOM. -
1"NOM.
atlVHSGLASS-
M'o "a
WITANN GLASS -
E'
090'
.090- SG-
11r ANN GLASS—
.09W SG-
3/10- HS GLASS-
.090" SG �
3/16- ANN GLASS -
5/1*6-AIRSPACE-74
7
114-ANNGLASS
—
74
5116-AIRSPACE- 74
1/4'T GLASS
114"TGUSS— N
PRODUCT REVISED
t3
coorpillul .1th tho Florid.
83
3/4. NOM.
Build], do 17-0420.12
NOA-N..
31V NOM.
124-127
GLASS
3/4' NOM.
124-127
Expiration onto 02117/2020
GLASS
SITE
GLASS
SI
BITE
BITE
By
IVIIAMI-D.t Product Control
MRIOR
EX34
To
79
55
I" LAMINATED I.G. GLASS, TYPE G6A
9116"LAMINATED GLASS, TYPE 37A
1"LAMINATED I.G. GLASS, TYPE 38A
1. 0
No. 58705
GLAZING NOTES:
'ANN'-ANNEALED
'HS' = HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
'T' = TEMPERED
'PVB' = 090' TROSIFOI PVB BY KURARAY AMrRI GA. INC.
0
R
'SG' =.690- SENTRYGLAI'BY KURARAY AMERICA, INC.
mvtm� �m
I
GLAZING DETAILS
5ul
on
c�7:
SERIES 770 A L UM. SGD - LM IMPACT
ms SHOM.
c.oc,
uY
17TS 1 5 1 22 1 PGT0130
P�wm
,4:r;
W14
IWI I I
_ ____L
___ -
—
—
.Design PressYre(DP) and Ancfior QuantihecR"equlred 1 . ii
--1 (for all approved configuration:on- _&92&3j"
Or ''For comer as reeon90°oH34°comer bn(is',ieo sheet ll) -
MaximumPrP for all sizes:
+sq'I-60_psf
May belindod by Table IA)
Dear Unit He
1" ••-' � ... �..
Table applies to Ge:a Types 3,
3A, 5, 5A, 7, 7A, 9 & 8A and
Me SBI&Astmgal Types sham
belox
'"' 84"
90•
69-7/8" DLO
Anchor Getup
73-TAr DLO
Anchor Group
79.71W DLO
Arolmr Getup
OMIT OLD
Anchor Group
A
B
I C
D
A
B
C
D
A
B
I C
D
A
B
C
0
Hea15il1 I
U+1
U+1
U+1
U+1
U+1
U+1b7+6
U+1
+1
U+1
G+t
U+124°
DLO
JambPbulak
8+7
8+7
6+7
6+T
7+8
7+8
7+8
7+8
7.9
7+e
TB
7+B
7+8
7+8
7+8
HeedlBOi
U+1
U+1
U+1
U+1
U+1
CIO
U+1
U+1
UN
C1+1
C4+1
U+1
G+i
U+1
G+1
S
Jamb
8
8
8
8
8
B
B
h
B
8
8
e
8
DLO
p
6+1
6+7
8+7
+B
7we
7+S
7+8
7-8
7+8
7+8
7+8
7+8
7+8
7+a
H 391
Gs1
UwtU+1U+1G+1
U+1
U+1
U+1
U+t
G+1
U+1
G+1
U+1
U+t
as.
. Ja b
8
B
e
8
B
8
8
8
8
e
B
B
8
B
B
8
�D
.P-hc
WT
.6+7 .
6+6+7
617
7+1
+0
1+1
7+8
1+6
7+a
Try
7+a
7+8
7+8
7+B
AB
Xead501
m
G+t'
G+1.
:Gtl.
'G.
.+1
Cp+1
C+N
C�!'
^A+
C4N
:1-:
GY
^i++t
cm
G+1
-r
.Jerrb
8
-
�9N
; 8..
B
B
'd
8
ULO
P-myr
6.7
6+7
.7
] 9
7+6
7+81
7+8
7+8
7+tl
7+0
T6
7.8
7+0
7.8
TO
H.&Slll
U+2
U+2
U+2
U+2
U+2
U+2
U+2
U+2
U+2
U+2
U+2
C4+3
U+2
G+2
G+2
U+2
Jamb
8
a
a
a
8
8
a
B
8
B
8
B
10
B
B
B
OLO
P-hook
a+]
8+7
e+]
BN
NB
TO
7+8
]+8
7+0
T+e
TB
7+8
AB
7+B
]8
]+e
TABLE 1A:
Sill Height to Mai. (+) DP -
(Water InBurarbon Rating)
SIiI RHer HelgM
(+)Design
(Flat or Box, sea
Pmssum, psf
Shaet l7j,
FIusD-1-1/2"
sae nole3
Medium-3-1/4°
+60.0
0
SEE NOTES 14
1
ON LENGTH F—
OO OH RATI0 21
? o
FOR EXAMPLE ON USING TABLE, SEE SHEET B. +
-
OH RATIO = OH LENGTH
OH HEIGHT
NOTES:
i) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4° SILL.
2) WHEN USING THE 2-1/2° SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-114° SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4-SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
DLO WIDTH =
TABLE 1A.
NOM. PANEL WIDTH -7°
3) 4'. 3.1/4' AND 2-1/2° SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-IP2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
OLD HEIGHT=
pR00DCT REVISED
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SEE
DOOR UN IT HEIGHT -10.125"
Bu11tl1ne lyone will, the Flnrlaa
J
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
NOA-Ne.0 17-0420.12
4)SEE SHEETS I0-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT=
5) DOOR SIZE TO COMPLY WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT-1.866"
ezprraaon onto 02/17/2020
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
ey
Intedo<k
P-hook,-
lockitile@Jamb
57alglrcASYapa1
Assembly
=ksWL?j/
stralghi A5Vag2i
go-73tra6al'
Assembly
Ipckstlle0
90'Astmgal
13Ymtragai
Assembly
Lcvk;61e@�
135-Asragal
Standard Stiles
Standard Sble
StandaN Sie
Standard Stile
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavyduty5tlle
Standard Astragal.
_
_ T71'�--I��'
Outside Count, ,
ice`-16--1�-Jll.
Inside Comer'I I
outside
U
Inside
Carver
Insi e
[ome
Outside
Corner
^4
e�
,s�,rl`----.L'tI�4�,I
U
Part 460 (K2)
Part a60
Part 460
Part H60(SUIe)
Part 967(Astragal)
Part#60
Part #61 (Stile)
Pan#1181C6mer
Receiver)
part#119(Out)
port#120(In.)
Pan 061(Stile)
Parts 931&432
(Corn.&Pat Mount)
Part 061
cFn7. oiAUTR a ana
sca-770 I NTS I 6 122 1 PGT0130
\\\\1111111111r1
No
58705
*-
11j -..
'.Db.Ign Presielre(DP )iindpdchofQuanjtnssRequUedtigr..appmv-d con fig ario t16nsn Sheet52&3)
_ =1 F c eLoaW.B uh mQB'an 90 P 100 mar wuU ace W t 11 " "J
:MaAftbraOP for all sizes: 460/00
0d y� h INtl by T bI 21)
- I Do !Unit WI961 '• -
_
TBNBBpPYeat.Gl�Typea44N
80"}l
T b4
_. 00
BB
102
100
14
-120"
BgA Z.')/3 8&eiflbtl ll)e l:
89 ]lO
OW
]O iI.
LO
79 16
LQ
a AB DLQ-
STAB"nL9
W i18
0L0
- 10S]/B
DLO- `
M67
Misdallagal TyFes.sbowubeled."
An Mr
GmuP
AOehar
GMP.-'
Aacfttncnsup
AOCF r roup-
MLlwr
OmuP
c Bf
te'
AuhOrGmup
AnPhorDroup
A Bic
D
Ale
C D
A B
C D
A B C D
A 0
G 0
A 9
C D
A 3
C D
A 8
C
D
8
+1
UN
G+1
G+1
GN
G•
GH
UN
UH
+1
('A•1
UH
+1
G+1
al
G•t
G+
•
N
UH
Grt
H
GN
Gal
GN
GN
Ur1
G•t
Grt
G1+1
H
G+1
31•
ULO
Jamb
B
e.
B
0
B
0
8
8
e
0
0
80
B.
0
B
10
10
10
16
10
10
10
10
10
10
10
10
10
10
10
10
P41vak
DN
ba]
0+7
0+1
T+B
AB
htl
7+e
NB
7+0
T+8
T+0
7•B
H0
T+8
T+B
8+8
0+0
Bag
0a8
B•9
&9
8+B
8.8
BHO
BHO
BNO
Br tU
8N0
9+10
8H0
9.10
HeaWBio
UH
U.1
C1.1
C1+1
G+1
Gaf
04.1
C.'
UN
G.1
"+1
UN
NO
C4.1
C4.1
G.1
0I+1
U.1
G•1
U.I
U.1
G.1
C1.1
G+1
U+1
UN
Ual
G.1
Gal
G.1
U+1
U+1
30•
a0
Jamb
e
B
8
0
0
8
8
B
B
9
e
0
0
8
9
9
IO
f0
1010
10
f0
10
10
10
f0
10
10
10
10
10
10
P4QA 7
ON
DN
6.7
977
7+5
7+6
7.8
7+8
7+8
7+8
7+6
7.8
7+0
7.8
AB
7.8
8a9
8.9
e•9
b+B
BaB
0a9
B+9
8.9
9+W
B•10
Bath
9N0
Ba16
8+10
9.10
8H0
WaNBil1
Uet
5+1
UN
GH
GH
GN
Gr1
Grt
UH
GN
p+1
Grl
U+1
U+1
GN
Grt
Gal
Uq
U.1
G.1
G+1
U.1
GN
Ct+1
G+1
U+1
G+1
U.1
UH
G•1
Gt.1
Gal
9 OB-
a0
Jamb
a
0
8
6
8
e
0
8
0
0
0
B
8
8
6
0
10
10
10
10
la
10
l0
10
10
10
10
10
10
10
10
f0
P-bock
BN
6.7
BV
eat
7+0
AB
7+0
7+8
NB
7+8
7+8
7.8
]+0
7+B
ea8
]+B
8.9
a+0
8+9
8+9
H9
Bat)
9+9
8+B
9N0
9+10
BHO
B•10
B+10
B+fO
9.10
9.10
ra
WaNOYI
UH
U•1
U+1
UN
NO
UH
G•t
G+1
G.1
UN
U+1
GN
GN
GH
Url
Gil
UN
G•1
UH
U•1
U+i
GH
G+1
CNi
G I
Gr1
DNt
G+1
C .I
M.1
GH
G+1
i 4S
MO
Jamb
R
8
0
0
B
B
8
0
a
B
8
8
0
B
0
8
t0
10
10
10
10
10
10
10
10
f0
10
10
12
10
10
f0
.�
PJ k
6+7
0+7
5+1
8 7
Pa
7+0
1+8
7+8
7+8
7+0
7+6
]+tl
+
T+B
7+B
].B
B+B
8+9
8+9
8+9
8+9
8+9
8.9
8+9.
9+10
Ba10
8.10
8+10
9.10
8+10
0.
0+f0
HeaN601
C,1d
Gat
C1+2
01.2
U.2
G+1
U J
U+2
U+2
U 2
G+2
Ga2
G 2
Ct R
a?
U 2
U 2
G+2
U+2
U+2
U+2
C5+2
U+2
G+2
C5+2
U 2
t 2
G 2
C5+2
CSa2
CS+2
C6.2
41
0
JSOb
B
e.
_B
6
9.
8.
e
B
8.
B
e
e
B
1017-07�
0
', d
1.
_8+4.
10
10 ,i
to.
10
f0
10
10
12
f0
10
40
12
f0
f0
10
<Zi
6+Z
BN.
7g't-.ri8
]a8
.7+8
"7+8
70
z0-+i+51
B+v'
w6'
S+B
'tl�q
Y•2
B+9
&9
W10
B 10
B.14
8+10
8+10
Oa1C
9+1a
B+to
• 5a•
�G
HvaNalll
G+R
Gr2
Gr2
G•II
G+.
G+2
G•2
Ga3
Ga2
G+2
Ga2
G+2
G@
G+_
Not available in these sizes
Jam6
B
68
9
6
9
8
e
10
8
B
6
1.
8
PUook
0!7
677
67
e+7
7.6
7+0
7+8
7+0
7+8
Tr8
7+0
7+0
7+8
7.8
pL0aa.r,88BB810068108
G+2
G+2
PA+2
U+2
CA+2
IN-
U+2
U.2
G.2
U+2
CI+2
Ga2
U+2
G1+2
PJwok
617
6+7
6+7
6+7
7.5
1-8
7+0
7+0
7.8
7a8
7a8
7-8
7+6
7-8
hDP. hxAMHLL UN UJINU IAOLC; Jae JnC[ 1 0.
NOTES:
7) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3A/4° SILL.
2) WHEN USING THE 2-1/2' SILL POSfTIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4'SILL , TABLE 2\:
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRIES. UNCHANGED). SEE TABLE 2A.
3) 4', 3.1/4-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'
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.
8 JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
Sill Helghtto Max. (+) DP
(Water Infiltration Rang))
Sill Riser Height
(+)Design
(Flats Box, see
Pressure psi
.Met 17)
Flush-f-1/2"
see rwfe3
Matllum-b1/4'
+BOA
High-4°
+fi0.0
OH LENGTH �^
O
i Oo OR RATIO 21
Nz o
O
INSTALLED. SEE NOTES.1-3 OH RATIO=OH HEIGHT
n Qc. coda. e1 t.11 [AGOAnT DI:21NSV1Me A61n RHFFTS In A 1. 7nn AGBFMAI Y OFTAII S_
Interlock
Ph ok
' Lacks0le@Jarnb
ShaisseAstragal
Assembly
LocaighStiloagal+
S[night Astragal
190'Asnaly
Assembly
90'lotA raga
90'Ashagal
33 semblyal,
Assembly
• 135' tle@
13fi'Astmgal
HeM-duNStiles
Heavµduty5tlle
Heavyduty5tlle
Heavy-dulySUle
Heavy-duty Stile
Hevy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dury5tile
Standard Astragal
Outalde tore
outside
Inside
Corns
s-P1+��ITI
�
'.-L-,.m�.-�`
Comer
Insid�Je
Corner
Outside
LJ
Inside Cumer'I I
Corner
Parld63l#)
Parld61
Part d61
Part d6115[ile)
Part d6](AsnagaQ
Part d61
Part d61IS[ile)
Part.11g lC.mer
Becelver)
part g119 (Out)
partdl2o (In.)
Part# "Stile)
Parts dal&d32
ICOrn. Pa Fxd Mount)
Part d6l
�1l71�re:11®
vw 11N l n=
NOM. PANEL WIDTH -]°
DLO HEIGHT-
DOOR UNIT HEIGHT - 10.12S'
PANEL HEIGHT=
DOOR UNIT HEIGHT -1.86V
PRODUCT REVISED
.a complying with the Florida
8911tl10. Cod.
NOA-No. 17-0420.12
Uphaaon D.jq 02/17/2020
P.E.
TABLE 3:-.. r.. . s.--. ..._� .. _ -
Design Pre9s0fe(DP} an (for all 'appiovadconfibeir onson8h'eets'2& 3):
Maidmu 6 OP shbwn'below..r
"_
.rr_= r4-( FwcomP+e Crag Ianc�orega.an 90 a 135.calhs unlleaew sheel it - .v i -
(Mey bellmtledby Tehle.3A)
TaNe aA!U7")e Glass lype44;O
iBp B4
!b •:'. :e6
102 n
400
Aland lQd
6 g1890 -�-]3 IB PLO
- 7471B'J]LO _ •BB41B OLO -
- .91 IB DLO "-
r 9]A 8' LO
v.� fiA-7;SAr�B,&
Stpalmhogal types shc4a below.
Anch" •Anchor Ceolp
AmmrGmup AhslnrGau
Anehol Getup
AncM1or OroOy"
A B O D A B C D
A B C D A B C 0
A B F D
A 0 C D
Des nPmssum
Wai
C4+1
I W+1 Wa1
04+1
W+l
04+1
a"Wo
W+1
f
Wa1
W+1
Wa1
Wat CMf
Wat
W+1
W+1
WN
W+1
CHt
W+1
W+1
W+t
W+1
W+1
V,
1T
Head/Slu
0
0
8
B
0
0
B
0
0 B
8
B-
B
10
10
10
10
10
10
10
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HeadI501
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Wal eq+t
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I B+9 I 0+9
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Wal co C4a1 N41 W+1 Ga+1 Ci+1 W+l WN W+1 W+1 C4+1 CBI C6+1 W+1 W+1
C5+1 C511
C4+1 Wa1
W+t C5a1
W+1 C4+1
a.
w
DLO
Jamb
10 B 0 B 10 B 1 B 1 B 10 I B I B I e 12 10 8 0
12 10
10 10
10 10
10 10
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G+] 6a7 El 6*7 7+0 ]+B NB NB '" AB ).T+B 7aB. ei9 8+9 0a9 0a9.
Ba9 0+9
B+9 0+9
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C4+2
W+2
C4 2
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W+2
CN2
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Cb+t
Wag Caa2
C5+2
C5+2
OSa2 W+2 W+2
CB+Z C5a2
D5+2
Wh2
C6a2
C6a2
C6+2
C5.2
42"
DLO
Jamb
10
8
8
8
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B
12
10 0
B
12
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12 10
10
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C5+2 C3+2
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14 12 B 8
14 12
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14 10
10 10
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9+f0 9+10
9a10 9a10
9a10 9a10
..... �--�.......-.
rvumA: nau.0 rsr rvrtev+aa nrca ., EXAMPLE
EXAMPLE ON SHEET 9
NOTES;
1)—POSITIVE PRESSURES TABLE 3ARE BASED THE USE OFTHE 4'WILL.
OLD WIDTH
' D WATER
WATER PO ITV WATE8.67 R FMAX.WHENUSIN THE 3-1/4'(NEGATIVE PRESSURES
2) WHEN USING THE 2-HENUSING THE
DP IS 60.0 PSF MAX. WHEN USING THE 4°SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
NOM. PANEL WIDTH -7°
UNCHANGED). SEE TABLE 3A.
3)4-.3-1/4-AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE t-12'SILL IS NOTAND
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
DLO HEIGHT=
DOOR UNIT HEIGHT -10A25°
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION 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.
TFIE FDLLVYIING JIIlC4HOIrW
/w
rr� oc
- -
5t al; 1Astragaf
��-� �.--•--
LorJcstle Ca^T-
-^--^-
90"Artngat
--" -
Locatle@
-
135'Astregzl
IeC"
1 �131 Zesgal
Interlock
PheOk
Lockstile®lamti'
Assembly
Strxlght Astragal
ASemwy
90-Muagal
Assembly'
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
HeavyAtty5tIIe
Heavy-duty Stile
H... -duty Stile
Heavy-duty Stile
Heald -duty Stile
Heavyduty Astragal
Ou6ide Corner
Outside
InsIts
Carrier
PI{'q
k
L1��.�{`
Corner'
Iraid
Comer
Outsltle
Inside Wrner ' I 1
Comer
Dartpfi1(x2)
Part N61
Part 461
Dart p61(Stile)
Part R60 (Astragal)
part R6]'
Pand"'(Comer
part 41]910u1)
Dart 9320 gn.)
parts fl3l(&tg32
PartR61
0.emlvcr)
learn. &Fact Mount)
N
8 +72 1 PGTO130
TABLE 3A
'Sill HelgFt to Max (t) DP
(Water Influes en Rat
SIII Riser Heigh(
(Flat or Box see
'Sheet l])
(+)Design
Presstm, psf.
Flush-1-12"
sea rrote3
Low-2-12'
+48.07
Metllum-31/4'
a60.0
Higt-4'
+80.0
SEE NOTES 1.3
OH RATIO 21
OH LENGTH
OH RATIO = OH HEIGHT
PRODUCT REVISED
....n8 CeE with tho Plans.
B.MNOA-No. 17-0420.12
explrauon Oato O2117/2020
B
rein Oa mac eaat.a
Wungl/
� ...
C)T MTA
:.ORIOA,
DNq�E
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—
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19)P,-HOOK AI`{CHORS' '- '
$Efr C5 C
"
S�pjLICE
REOUIRD@ (EgVPENDIC.ULAR TO GLASS
DJ:'TAILS SHE
' *
(VOTE'
i
+EXTERIOR PLANS SEE TABLE 2, SHE E-T7 'i )
INTERL
THIS:
POCKETS AND
SEEPOCKET (10)P-HOOK
JAMB MOUNTING 6MAX'
INSTALLATION, ADAPTER
x
o}-/r x
THIS SHEET ANCHORS MIDWAY
L-3'MAX.
BSHEETI4 BEIWEENP-HOOK '
ioi
.
ANCHORS 8 AT 3' i .�
D'
FROM TOP & b1.mAX O.C.I_I
BOTTOM �,oe T�?a'.
101
I_I
-- - -
SEE 'CV CLUSTER
- -
.-: MF)X,:UNIT WIDTIi i
SEE C¢^CLUSTER DETAILS,'
DETAILS SHEET 10
POR ASTRAGAL
B FOR
- _ REQUIRES°C6° SHEET9P FOR INTERLOCK p4
MAX. O.C. -
_
�48 M. CLUSTER, SEE i
PAN):L WIDTH DETAILS'SHEET 11
t =
x
6'MAX,
u
•J x / „
I 4 PAIRS OF
xa FRAME x
1 ANCHORS
ANCHORS 96'
o UNIT
(TOTALB
210 ANCHORS)
4.061"
•"S'MAX. TO OPENING i°m9 1 I®I1i0; 1 Oe=P-HOOK
HEIGHT
EDGE OF POCKET SEE 1% I ILA 0 ANCHORS
I ® 14'MAX. O.C. A
a IIN' I
SEE JAMB
x DETAIL
INSTALLATION I D I
DETAILS'JC R'Ke. ;�� �or—{
BELOW]
po=P-HOOK
I®I
END PANEL SHEET I4&PART MOUNTING _
v-.-ANCHORAGE ,DETAILS IS 8'K' iyy�� � I®I IIol r a1-aY. ADAPTER
.
.
?WMAX,
'(2AY.CHORtU)- SHEETI9 FOR ln�L. i ANCHORS
,:-.-• vx.
.: x
-
'O.C:--
, .P-HDoK `__ - s_Mnz. ,,
--
_-
ANANCHORS x x x - n
ANCHORAGE END PANEL x' xx x x x x x x xxx x
V. — E.. Pn -
6'AMX ANCHORAGE (SEE
ANCHORAGE . x' x x , x� 2-
(SEESKETCN BELOW) �•FY �YR'
2 SKETCH BELOW)
.aY ANCHORAGE
CENTERLINE B'MAX.TYP' ANCHORAGE ANCHORAGE ANCHORAGE
ANCHORAGE
OF PANEL 1--
EXAMPLE' S-PANEL 2 TRACK SW OUTSIDE CORNER -BXX/XX0- EXT. MOUNT POCKET ANCHORAGE PLAN:
24^ MAX.
48°x96"NOM.PANELS. ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
O.C.
6^ SPLICE NOTE:
NON- STRUCTURAL
ANCHORS MAYBE ADDED
ANCHORAGE EXAMPLE NOTES:
—
1) APPROVED ANCHORSE: SETABLE A, SHEET 1
1—
1
2) ANCHOR LOCATION SPACING FOR ANCHOR
CENTERLINE OF QUANTITIES SPECIFIED IN TABLES I-3 SHEETS 6-8:
48"
•
INTERLOCK HEAD & SILL: B° MAX FROM FRAME CORNERS.
PANNOIJEL
PANEL
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE °C5^ CLUSTER
WIDTH
TABLES, SHEETS 6-8 AT EACH INTERLOCKAND
pETAILS, SHEET IO
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
"+2"ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
3 5'
ADDITIONAL ANCHORS 24" O.C, MAXIMUM.
I D ea e e
AS NEEDED TO ALIGN THE
Ex RiOR HEAD OR SILL IF A SPLICE
21"
OCCURS AT THE P-HOOK
Mom'
PRODUCT REVISED
O.C.
scomplYln9 with M. Florida
Building Bodo
xOA-No. 17-0420.12
5.64^
Expiration Dat¢ 2/17/2020
6•MAX
BY
_
CENTERLINE JAMOS-HOOK) KS:6° MAX FROM BOTTOM. 21'ES MAX. ANQHORPAIR O.C. MAX. ANCHOR
M amb a vat . r
- - _
'
I
QUANTITIES LEE,(JAMBS),14°
OF PAh'EL2 9:q.OKHOOK] RDETNG MN SHEET ANTRIES FROM APPROPRIATE TABLES, SHEETS 641. BEE r-?AMEJA, -
- P-HOOK ANCHOR DETAILS ON SHEET 14. � "FRAME JAMB
-
ANCHOR PAIR
REQUIRES SEE^C5°CLUSTER CENTERLINE END PANEL
CENTERLINE
°C6" CLUSTERS OF DETAILS, SHEET 10 I -..OF ANCHORAGE
DETAILS, SHEET II INTERLOCK FOR ASTRAGAL I gSTRAGAL (2 ANCHORS) 6•
4.051, 3.5" ' MAX.
'
1
V.SNONY LYNN'y�.,
=*Q: N458705
_cif iu N In•�
EXTERIORV CENTERLINE ..2-ANCHORAGE- CENTERLINE "-2•ANCHORAGE I�CENTERLINE
I OF PANEL 3 OF PANEL 4 OF PANEL 5
SEE SHEET II FOR OTHER INTERMEDIATE ANCHORS ;
ERIES 770 ALUM. SGD - LM IMPACT
-m-
SGo-77d N7 9 - 22 PGTO130
z t y-4
II -.r: r.y
UC�LOC
r "a - '•.
STRA -
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E ITtI 2M F
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7"/SILL
O.C.
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0' MAXI
V TRACK FRAME HEAD/
V 2-TRACK FRAME HEAD/ LL
2-TRACK FRAME HE
2- r
ASTRAGAL ORINTE OC ASTRAGAL OR IN OCK ASTRAGAL OR INTE OCK I 2-TRACK
(USE WHERE 4 STER (USE WHERE 6 C STER IUSE WHERE 8 CLUST FRAMC- JAMB 6° MAX.
EQUIRED,'C4') ANCHORS ARE UIRED,'C5') ANCHORS ARE REQUIRED ANCHOR PAIR r
4-TRACK
OCATION ASTRAGALOF -( CRSPLC_ .oTPAGfL OR I SPLICE LOCATION 6'DIAG. FRAMEJAMB 1
y :�A57RAGAL OR SPL GE'„ ANOHOH'PAIR
(NTERLOCK�IFNEEDEO'•• :,,I�-CENEERLINECock� -CO'CLUSTERDETAIL) .�.CENTERLOINE IFN35�ED^ 2.Oa" TER10a
CENTERLINE 1
27^ EITHER IN THE EXT. OR INT.
T 4' a' DIAG. MAX' TRACK (INT. SHOWN)
2.0O.C.
4.08' 4'09" NOTES:
2.04' 1. ALL DIMENSIONS SHOWN
5.64" ARE BASED ON MIN.
EXTERlm 4-DIAG. EXLERIOa 3.5' ALLOWED.
EfREFRLIOR . FnI 7" F�'I 3.5" 8" MAX. 2. FOR HEAD OR SILL SPLICE
v 3-TRACK FRAME HEADISILL V 3-TRACK FRAME HEAD/SILL V 3-TRACK FRAME HEAD/SILL LOCATIONS/ANCHORAGE AT
(o)ASTRAGALORINTERLOCK (a]ASTRAGAL OR INtERLOCK_ (�ASTRAGAI ORINTERLOCIC P-HOOK SEE SHEET 9.
(USE WHERE 4 Cl-LISTER (USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER 3TRACK FRAME JAMS
ANCHORS ARE REQUIRED,'C5') ANCHORS ARE REQUIRED. ANCHOR PAIR PRODUCT REVISED
ANCHORS ARE REQUIRED,'04� L lnwith the Florida
FOR SPLICE FOR SPLICED 6ulimne �o�e
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR ASDRAGAL OR ( CONDRIONS ONLY: ROA-no. 17-0420.72
I— (FOR SPLICE INTERLOCK CONDITION, DO NOT
INTERLOCK IF NEEDED INTERLOCKyI CONDITION, USE USE THIS DETAIL) SPLICE LOCATION Expiration Daty 2/77/2020
I CENTERLINE CENTERLINE F NEEDED
CENTERLINE °C8'CLUSTER DETAIL)
a D AG.
-3.5' E%IENOR-
M((TT
IOft '
NnSL3,5' By
1.75" Mi.. o PradvalFtlrC.
.r
o
(n�tol
3AT
2DLNG20
$.7 40gg
2.04' 2.04" VD
2.3•$' 3.5'
4-TRACK FRAME HEADSILL V
_.
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEADISILL '*P L
#: No. 56705
(d ASTRAGAL OR INTERLOCK (d ASTRAGAL OR INTERLOCK (al ASTRAGAL ORINTERLOCK ❑ *_
(USE WHERE4CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6CLUSTF.R ANCHORS ARE REQUIRED,'CGy
%A '•,v, /ND'//I ¢
ANCHORS ARE REQUIRED,"G4') ANCHORS ARE REQUIRED,°C5') WITH BWITHOUT SPLICE CONDITION Q�'•, SiA7E0F)/:'���
JN 1EgrNp.aoyoRrvE ° C(` �,.....
N. YPM("114{fdud ]s ANCHORAGE, EXAMPLE CLUSTERS '�,,L)`yt
CW�oPnum.nmas ra
SER1ES770ALUM.SGI) IMPACT
A.LYNN BWER F.E.
�.uarabamo�'a_ ® sc0]m NTS 10 a 22 PGT07SO C P.EA Berns
204 204" INrEaIOa 204 INTERIOR 204+1 ANCHOR
1z ? INTEPoOR DRERIOR
1 rJ) t 4 OIAG 1 4 DUIG
T r' _ �, mregroa• 3 I -I RIOR ,yF 7" ' _)ERIC) ,✓rr INTERIOR. CENTERLINE , I �
ExTEy (AG. TERIOR 4'OIAG. 4'D- J�OFPANEL '
3.5' q• 3.5' 4' 3.5' 3 4° "+2'ANCHOR
2.04" EXTERIOR 2.04' 7' EXTERICR TERR
2.04" ARM 4' 2.04' •6.94"
2.04' 4"DIAG.
90' CORNER 90° CORNER 135° CORNER 136° CORNER °
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HE 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I. CENTERLINE
ANCHORS ARE REQUIRED.') ANCHORS ARE REQUIRED, -CC) ANCHORS ARE REQUIRED,ANCHORSAREREOUIRED,'C6') OF PANEL
4.08•
inrEy,oa •i Rle�
.. - ..E�Rwa _ 4.03" _ '+I -ANCHOR - 'i3-AM7HOR' .
INIENOR 4" "3.S° INTERIOR 7'41"
-- yo. 7. 735' 2.0 4'DIAG.
.3 TEX ERIOa
3.5' 3.5"
5.37D G. 5.3➢' ❑ G. CENTERLNNE
CENTERLI08.
NE �OFPSILL
° S S 4• 3.5. OFPANEL 2-TRACK FRAME HEAD/SILL
4 ON INTERMEDIATE ANCHOR LAYOUT
E%TERpR EX}ERIOq 7' 4" nNIR "+2"ANCHOR
7" exTEawR ALL -
80° CORNER 135° CORNER n yIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL V
('C6' ANCHOR CLUSTER REQUIRED ('06" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) ATALL 3-TRACK CORNERS) 4'OIAG. PRODUCT REVISED
Non wRM1 Dla FIer1Ca
_ 6.12' NOA-N.
IMERIOR INTERIOR 2.04' NOA-No. 77-0420.72
2.D4° .72. 3.5' I JNpI.U.. Dme02H7/2020
4" EXTERIOR 588" (�. CENTERLINE
IrvrealOa OFPANEL Dy / -
Mlaml-Dntl roCucl Conliel
INTEROR 90° 9.S„ 135° ^+3"ANCHOR -
If uv
✓�7 _ _ _. .
6.12' AG. 6.12" 3.S 4.06' _
7" EXTERIOR "
kill
2.04" 3.5" 4" 4"DIAG. 3.D. 4, 3.5" I `x`� tJY L111 '�,,
EXTERIOR 7' ExTEW R CENTERLINE (� , . N
90•CORNER 135•CORNER 2.04' I~OFPANEL �� 1�-'10ENSq:�(����
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL- '? �G
C6 ANCHOR CLUSTER REQUIRED CB ANCHOR CLUSTER REQUIRED 4-TRACKTEHLAYOUT No. 58]05
C_" ( INTERMEDIATESIMILAR)
ANCHOR LAYOUT
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
NOTES'
7, ALLDIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. Ip]ptECHNOLWFORIVE aepe. :��p `., STA �OFI
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND, WOULD BE x. vF;m:E+Y STe]e ANCHORAGE EXAMPLE CLUSTERS
IDEMICALFOR22 RIOR OR INTERIOR CORNER CONFIGURATIONS. ryag4eoneao 'isS/ NG�x`
cERr. aF4Gnt wee 7ERIES770ALUM. SGD-LMIMPACT xaIIPE
JR ASH] c No cHRNGEETNISSNEET, mnwtnemrl ^rRma �` -7
NTS 11 a22 PGTD130 C AE15"w
I ,
"INSTALLA.II
T
r
1
L
1/4 "- ,l
SHIM ' �r
SHEET 1
2XWOOD . WOODAN
TYP., SEE ANCHOR . SEE ANCHOORRNOT
OTES
NOTE 3, SHEET BTAOLE A, SHEET
®2-TRACK FRAME HEAD
w WOOD INSTALLATION
WOOD ANCHORTYP., 2XWOOD
SEEANCHOR NOTES-7 TYP., SEE ANCHOR
B TABLE A. SHEET I/ NOTE3;SHEEf1
PXT(ERRIIOR I
2-1/16"
EDGE DISTANCE:
SEE TABLE A, SHEET
EMBEDMENT: SEE TABLE A, SHEET 1
®2-TRACK FRAME SILL
IN WOOD INSTALLATION
EMBEDMENT: SEE
~
TABLEA.SHEET,
EDGE OISTAi
- 2X WOOD -
-?SEETASLE
TYR. SEE ANCHOR
SHEET
NOTE3,SHEET,
WOODANCHORTYP.,
SEE ANCHOR NOTES
&TABLE A. SHEET,
E%TERIOR O
1/4°MAX. SHIM --II-'-
2-TRACK FRAME JAMB
Glv WOOD INSTALLATION
ABLCA SHFCTI rEMBEDMENT: SEE TABLE A, SHEET
STANCE STANCE''
LEA SHEET,•- SEE TABLEA SHEETI
2-1116 1 21/16 1
1/4
2X WOOD /WOODANCHORTYP., METAL TYP., /EMS ANCHOR
TYR, SEE ANCHOR' L SEEANCHORNOTES SEEANCHOR L. SEEANCHORt
NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET I & TABLE A. SHE
3-TPACK FRAME HEAD 4-TRACK FRAME HEAD
WOOO INSTALLATION METAL INSTALLATION
/
///-MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES'
°114" 1.ALLDIMENSIONS
-,MAX. SHOWN ARE BASED;;,.
SH!M ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A.
SHEET 1.
WOOD ANCHOR TYR, 2X WOOD SMSANCHORTYP., METALTYP.,
SEE ANCHOR NOTES TYP..SEEANCHOR SEE ANCHOR NOTES '�7 SEEANCHOR
SEE & TABLE A, SHEET I7 NOTE 3, SI iEET, SEA & TABLE A. SHEET I/ NOTE 4, SHEET
iANGHOR'"
NOTE 5, NOTE 6,
SHEET - SHEETI
(V4"MAX.) , .:::.,.. :",.... ..v.• 1 (1/4°MAX.) T ." ....... ......<,
E ,ypR IXTER10R I
2-0I76°• ,, — I a2-1l16"' —
EDGE DISTANCE:
SEE TABLE A. SHEET 1
EMBEDMENT: SEE TABLE A. SHEET i
03-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET �I
liv
EDGE DISTANCE:
V WOOD �;
S
�I3-11
J
-EETABLEA,
I'a',I: SH.EEfT
TYP., SEE ANCHOR
NOTE 3, SHEET 1
2-1/16°'
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
&TABLE A, SHEET
EXTERIOR
11M MAX. SHIM
4-TRACK FRAME
SILL
w MET AI INSTALLATON
EMBEDMENT: SEE
_
TABLE A, SHEET 1
EDGE DISTANCE:
SEETABLEA,
METAL TYP.,
SHEET
SEEANCHOR
NOTE:/, SHEET 1 -_
i
1
2-1/i6'•
EMS ANCHOR
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
BEYTHE
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SUBSTRATE
1/4-MAX. SHIM
Ir-
12 - 22 1 PGTO130
• DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
OR 6' (JAMB, SEE
DETAILS, SHEETS
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE -
SEE
EDGE DISTANCE!
SEE TABLE A, SHEET,
PRODUCT REVISED
plena with We Florida
BvllEing Cabn
Now -No. 17-0420.12
ExFlmtton Data 02/17/2020
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A OR NOTE 3, SHEET 1 TAB A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET I TABLE A, SHEET I
2-TRACT EHEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
CONCRETE INSTALLATION
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SHEETI SHEET 1�
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,
PER TABLE PER TABLE SEE TABLE A, SHEET 1
SEE TABLE A. SHEETI SEE TABLE A, SHEETI
A,SHEETI 1 A, SHEET 1
EMBEDMENT: SEE TABLE A,SHEETI EMBEDMENT: SEE TABLE A. SHEETI EMBEDMENT: SEE TABLE A, SHEETI
FRAME SI 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
� CONCRETE INSTALLATION Fc CONCRETE INSTALLATION
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EMBEDMENT: SEE _ PRODUCT REVISED
--'�.
TABLE A, SHEETI v mpl in wItn Na Florida
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EMBEDMENT: SEE NOA-No. �7-0420.t2
TABLE A, SHEETI �i EDGE DISTANCE: expintivn Bate D2/17/2020
EDGE DISTANCE: pROPERLY SECURED SEE TABLE A,
SHEETI By
EMBEDMENT: SEE CONC./CMU ANCHOR SEETABLEA, IX WOOD BUCK TYP., mmmwa r ee 401
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SEEANCHOR NOTES
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SEE TABLE A
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ANCHOR TVP., SEE
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48 &TABLE A, SHEETI EMBEDMENT:
(ALSO SEE TYP.
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-
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EMBEDMENT: SEE
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1 211'1.5I05"
Hul l
0.081' 02-TRACK HEAD W/SCREENTRACK O3-TRACKSILL
(6063-T6 AL) (6062-TEAL)
6,221"
0.080"
505'
1.211'
0.081' O3 3-TRACK HEAD O6 24RACK SILL W/SCREEN TRACK
(fi063-T6 AL) (6063-T6 AL)
9.14T
4.49"
0.08V
1.2 1, 1.606'
.4
-T) O01TRACK HEAD 2-TRACK SILL
08OA(6063=16 AL)
ts14'
1.2fi0'
0.060'
O6 FRAME HEAD/JAMB SCREEN
ADD -ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
0.062'
0.532°
.516'
FRAME SILL SCREEN
11 ADD-0N
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116" MASONRY
ANCHORS @ 24" MAX O.C.
. .I 0.060" .—
0.76r
1.990'
0FRAME SILL SCREEN
18 ENOADDON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116' MASONRY
ANCHORS @ 24' MAX. O.C.
(9NI491f600
cE6r. DFanx 6zmro
SGDm
1.36' L36"
I
I
0.081"
—1 I S.069'
T
16 3 TRACK JAMB
(6063-TEAL)
21 + 22
tb 2-TRACKJAMB
(6063-T6. ALI
r
1,01 B'
6CREEN
STILE
(6063-T6 AL)
I-- 1.045"
1.993' j 0.062-
1LS�1ICCRREENNEN
as TOP RAIL
(6063-TUAL) ,
�-{ F-- 0.875"
-h I
1,993"
L -- 0.062'
SSCREEN
46 BOTTOM RAIL
(6063-T6AL)
PRODUCT REVISED
PI ing with tho Floritla
emi'al-9 �P4e
ND4-NP. 17-0420.12
Gp'ratlPn Date 02/17/2020
D
Miam- a pm ! nlra
~il 1 ; �- No. 58705
tt 4-TRACK JAMB =9 t�
J
•Irmo.
A. LYNN MILLER PE.
REA 58M
E7
�0752 t
4A
0 080
OFRAME SILL
SCREW COVER 11 TRACK
(6063-T6AL) (6063-T6AL)
3802'
3 802' 1'-'- 0 752
b 57A �I f l7 T}07
8 i t;:.,h 1.7163 JL 0865 ..
- 4 .,'I 0082 4' �0.062 - �rt .-�m {(v
0.076 0.233
P-HOOK MOUNTING P-HOOK SCREW
28 P-HOOK 28 29 30 P-HOOK FOR BOX RISER
O- OA063-T6 OCOVER O.OBO° O
(60fi3-T6AL) (60fi3-T6AL) (6083-T6AL) (fi063-Tfi AL)
.155' 2,1D- 1.48W
0.080'
0.830'
,080" 1.870'
.016" 1974-.
2.44" -
' 3t 135°CORNER^ 3iM135'FIXEO MOUNT
(6063-T6 AL) (60fi346 AL)
3.9791_Tr-
0.075
1.645'
0.12:
W STANDARD ASTRAGAL
(6063-T6 AL)
°. I L
1.600 0.133 1. �00
F+- 3.125' -
w STANDARD STILE' �� -14 e1 HEAVYE I STPW" ..
tm
0(6063-T6AL) �(W63-TBAL)-
0.251• -- 4 1-.- -.--
OHEAVY DUTY ASTRAGAL b9 TOWBOTTOM RAIL
(6083-T6 AL) (6063-TB AL)
1.003"
_
O.757"
0.
(' 0080,
105 FI1F ED
PANEL CLIP -
- 0]09•
2.893'
(6063-T6AL)
.550' �-I
(�- I
--i 0.B83�
r
(V�I(I1-D
7`D9•
PANEL
123 FU(ETEDAI
l
N
RER. 7/8'
0.080° --rl�
(6063-76AL)
1.739' -1
11
0,062'
2�8I�"
f
INRLOCK
82 ADAPTER
(6003-T6AL)
.21W'.iafl
S�
04S
GLAZING 7116°GLAZING
18 BEAD (I.G.) BEAD, FIXED
(6063-TEAL) PANEL CLIP
9H6'GLAZING
61 BEAD
(6063JIIAL)
4'
1.498' 0.133" IIIry 498'
L
I I9 90° OUTSIDE CORNER ASTRAGAL
FU(ED PANEL 11B 90° CORNER RECEIVER (6063-T6AL)
108 RETAINER 9/16' (606346AL)
(6063-T6 AL)
cF6r. oraurnmmF
(6D63-T6 AL)
1.303' 1--
0.925"
O.06z
- ONTERLOCK
O SCREWCOVER
(6063-T6 AL)
PRODUCT REVISED
inpgolyingrith the Florida
g CeE
NOA-N3. 17-0420.12
5.621" M13m -03 1. u
0.133'
4°
Im 90° INSIDE CORNER ASTRAGAL o`�tkW LYA
(6063J6 At)
4. SGD - LM IMPACT
P2 - 22 PGT0130
* i N..58705
1 •i '1
MIAMI•DADE - MIAMI-DADE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w ,miamidade.gov/eeonomy
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
llavjn$$ Jurisdiction (AHD).
This, NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
�,oritrgl-Section (Ira Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
t4&rtght to have this product ors material tested for quality assurance purposes. If this product or material
fails to perform in the accepted spanner, the manufacturer will incur the expense of such testing and the AHJ
rnay;immed"ue revoke, modify, or suspend the use of such productror material withia their jurisdiction.
1tER, reserves the right to revoke this acceptance, if it is determ nod by Miami —Dade CounTy Product Control
,j r :
S coon that this product or materia rements of the applicable building code.
This`product is a as described herein, and has teen des' with the Florida Building
Code, ncludin a High Ve1cc Ty Hurricane Zone:
"SH=700" Aluminum Single Hung Window —
APPROVAL DocuN ENT:`)-_)rawing o. Q, titled "Alum. Single Hung Window, Impact", sheets I
through 11 0l'11, dated 09lO1f05, with revision G dated 06/06l17, prepared by manufacturer, signed and
o ...
sealed.by An
Lynn Miller, P ado CounTy Product Control Revision stamp with
the Notico of Acce . number and expiration date by the Miamt- a Product Control Section.
MISSILE L ACT RATING, Large and Small Missile Impact Rrsistant.
LABELING: t shall pear a permanent label with the rer's name or logo, city, state,
ino8el7series, and following statement: tamr a e ounty Product Control Approved", unless otherwise
RENEWAL of this NOA shall be considered after a renewal applica5o`En has been filed and there has been
po change in the applicable building code negatively affecting the performance of this product.
RMINATION 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
,,s;
,faty'product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
t`,d'�Cpuiply with any section of this NOA shall be cause for termination and removal of NOA.
��
Vh1iTISEMENT: 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
dis'pl &' d, then it shall be done ih'its entirety.
INAPECTION: A copy of 4his 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 reguest of the Building Official.
Ttns'NOA revises NOA# 16-07 14.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
fwONl approval document mentioned above.
T i;es' ulimitted documentation wtts reviewed by Manuel Perez, P.E.
MIAMI DADE COUNTY 'tl
, f I
NOA No. 17-0630.08
Expiration Date: March 26, 2021
`. Approval Date: November 30, 2017
Page l
PGT:Industries, Inc.
' 'NOTICE OVACCEPTANCE: EVIDENCE SUBMITTED
A.,:..:. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted underNOA No. 05-1018.01 and 07-0322.06)
2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated.09101105, with revision G dated 06/66/17, prepared by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
µ *'TESTS.
1. Test reports on 1) Uniform Static Air Pressure Test,,Loading per FBC, TAS 202-94
<.x;.., .
=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,
i'P a PVC fixed window and, an aluminum sliding glass door, using: Kodispace 4SG TPS
°' i ""' spacer system, l3uraseal®spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacersy,Wm at insulated glass, prepared liy Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717. FTL-8968 a`:id FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0 714.06)
2. Test reports on; 1) Air Infiltration Test, per FBC, TAS 202-94
i' 2) Uniform Static Air Pressure Test; Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL; 4957, dated 10/03/06, signed and sealed by Edmundo Lazgaespada,
r. ' = • • P.E.
(Submitted under NOA No. 07-0322.06)
3. Test reports ori:'1) Air Infiltration 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 an aluminum single hung
window, with -fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTt-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and
sealed by Edmundo Lazgaespada, P.E.
(Submitted under'NOANo. 07-0322.06)
i
Manuel ere P.E.
Product Contro Ex finer
_ NOA No.-0630.08
^' Expiration Date: March 26, 2021
Approval Date: November 30, 2017
E-1
• P
PGT•Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P.E.
r i (Submitted under NOA No. 05-1018. 01
§. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
`) Cyclic Wind Pressure Loading per FBC, TAS 203-94
t along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 10105/05 respectively,
1 both signed and'sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01) r
6. Test reports on:.) 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) Small Missile Impact Test per FEC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with flu: frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by
a Edmundo Largaespada, P.E.
(Submitted under NOA No. 05-1018.01)
7. Test reports on:.l') Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
Large Missile Impact Test per FB', TAS 201-94
3) Cyclic Wind Pressure Loading per-FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively,
both signed and ""sealed by Edmundo Largaespada, P:E.
(Submitted undirNOA No. 05-1018.01)
y, ! Manfiel ere P.E.
tl Product Contr l Exa finer
NOA No. 7- 30.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
f
E-2
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6eh Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
i'. = = -=1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIJ4CATIONS
1. Notice of Acceptance No: 15-1201.11 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Inter -layers" dated 03/17/16, expiring on
u 05/21/21.
2. Notice of Accepfance No. d6-1117.01 issued to Kukaray America, Inc. for their
"Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on 07/69/19.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 511 Edition (2014) and FBC
_= 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2.` Statement lettm'bfno financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Laboratory compliance letter for Test Reports No. 171,4957, FTL-4958 and FTL••
5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and
sealed by Edmuiido Largaespada, P.E.
(Submitted unfer NOA No. 07-0322.06)
4. Laboratory compliance letter for Test Reports No. 17L-4646, FTL-4647, FTL- 4648,
FTL-4649, FTL-4650, and FA-4723, issued by Fenestration Testing Laboratory,
}`• Inc., dated 08110/05, signed and sealed by Edmundo Largaespada, P.E.-
,! (Submitted under NOA No. 05-1018.01)
5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Isbaq Chanda, P.E.
(Submitted and r previous NOA No.16-0714.06)
G. OTHERS
1. Notice'of Accepfance No. 16-0714.06, issued to PGT Industries, Inc. for their Series
"SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and
expiring on 03126/21.
s - ah r , P.E.
Prod let Co rol E amine,
NOA-0630.08
Expiration Date: March 26, 2021
Approval Date: November 30, 2017
F E-3
cA T r a
n'tL ,iga
GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS CODES ISTANDARDS USED:
•2017 FLORID %UDING CODE(FICA 6TH EDRION
•2014 FLORIDA 9UILDINO CODEjFBC). 5TH EDMON
jXdaLNG OPTIONS: (SEE DETAILS ON SHEET 2)_•Asia Et3Doaa • .
- O. •ANSUAF4PA NOS-2016 FOR WOOD CONSTRUCTION
"°'A.5/7fi'LAMF' SISTINObF (2)`LITES"OP1/B ANNEALEDGLiSSWITI}`A7099'rKURARAV TROSIFOLe P.VB(BYKURARAYAMERICp INC ),,, s •ALUMINUM DESIGN MANUAL. ADM2o15
' RFLEXPoVBIMERLAYER(By EASTMAN CHEMICAL COMPANY) I, •AISI SIM12
r a,Eiiw LAwCONSISTING OF LITE OF 1/8ANNEALED GCASS,AND�(I)LITE OF,VB'.HEAT.STRENGTHENED GLASS WITH A__.._ __ •AISO360.ID
KOM SAFI PYe"PVR INTFRLAVERIBV EASTMAN CHEMICAL COMPANY)
C.5116• LAMI CONSISTING OF (2) UTES OF 118-HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TROSIFOL 'PVB (By KURARAY AMERICA, INC.) OR.09W SAFLEXe PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D. 7116- LAMI CONSISTING OF (2) LITES OF 3116' ANNEALED GLASS WITH A.090- KURARAY TROSIFOLe PVB (BY KURARAY AMERICA INC.)
OR .090- SAFLEX a PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7116' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3/16- HEAT STRENGTHENED GLASS WITH A
.090' KURARAY TROSIFOL ePVB (BY KURARAY AMERICA, INC.) OR .090" SAFLEXe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7/16- LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH 'A .090' KURARAY TROSIFOL `PVB (BY KURARAY AMERICA, INC.)
OR.090'SAF LEX°PVB I NTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13/16" LAMI IG: (1) LITE OF 1I8' TEMPERED GLASS. AN AIR SPACE AND S•16' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALEDGLASS WITH A
.090- KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEX' PVB INTERLAYER (By EASTMAN CHEMICAL COMPANY)
H. 13/16' LAMI IG: (1) LITE OF IM' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE
nP IM' HFATSTRENGTHENED GLASS WITH A.090' KURARAYTROSIF06 PVB (BY KURARAY AMERICA INC.)
-:I.w1B"LAMIIG:-(1)LITEOF4}L`TEMPERED GLASS,@NAIRSPACEANDS/18 LAtS COPi IS Y-OF (:)u C. d'riYi.l'S'REry'GTHENED GLASS
WITHA.090',XURARAViROSIFOC�PVB(BYKURARAYAMEFt Cg,INC)OR-09D'.SAFLF.MPVB:NTERI)Ei3(BYEA37tAANCHEMICALCOMPANY)C
J. 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116' LAMI CONSISTING OF (2) LITES OF 3/16' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA INC.) OR .090- SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13/16- LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 7/16- LAMI CONSISTING OF (1) LITE OF 3/16' ANNEALED GLASS AND (1) LITE
OF 3116- HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOLe PVB (BY KURARAY AMERICA INC.)
OR.090WSAFLEI( 'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
L. 1&16' LAM] IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7116' LAW CONSISTING OF (2) UTES OF 3116' HEAT STRENGTHENED GLASS
WITH A.090- KURARAY TROSIFOL BY KURARAY AMERICA, INC.)OR.090'SAFLEX6 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
M. 13'16- LAM] IG: (1) LITE OF 1B' ANNEALED GLASS. AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) UTES OF 1/8' ANNEALED GLASS WITH A
.090' KURARAY TROSIFOL OPVB (BY KURARAY AMERICA, INC.) OR .090' SAFLEXe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
2. CONFIGU RATIONS: 'OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3)
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. '
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, RED.
4. ANCHORAGE: THE 33 V3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
INUA LJ AVVIINU IVIAr
SHEET
GENERAL NOTES .............
I
GLAZING DETAILS ............
2
DESIGN PRESSURES.......
3
ELEVATIONS .....................
4
VERT, SECTIONS. . ......
5
HORIZ. SECTIONS ............
5
PARTS LIST.......................6
EXTRUSIONS ....................
7
CORNER DETAIL .............
7
ANCHORAGE ....................
8-11
MlteAel
Min. Fr
Min. F„
Steel Scnw
92 ksi
120 ksi
Elm UtmCorM
155 ksi
177 ksi
410 SS Elm CLeteFlez®
127.4 ksi
189.7 ksi
6083-T51NRimen
16 k81
22 ksi
A36 Steel
36 ksl
58 ksl
Gr. 33 Steel Slut
33 ksi
45 ksi
TS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
7. REFERENCES: TEST REPORTS FTL4645, FTL4646, 1714647, FTL4648, FTL4649, FTL4650, FTI- 4651, FTL-4723, FTL4957, FTL4958 AND FTL-5063.
ANSVAFBPA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERI ES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L)ARE ALLOWED.
CERLUAURI.N
- a 1mc (w2H
n
' Itimm oea. v,odun
ttll ll Ill/
p
` `•NCO' �LCEN� M/(�''i
�O•`�srA of ��iy:
�:�•'• RomoR `' 2:
IMPACT _
�'SSIONALIE�G`:
A. LYNN MILLER, P.E.
4040-20 ' - G FL P.E.# 58705 .
BITE
Partg
Dm4jpton
Material
-71
Kam eying 4SG.TP8 Spacer System
Cdopqx Super SpicetnXI'vAth, Hot Meft But
Streetf I or
-.ZL
73
Du e IS acen
i'Matedill'
'4aftex w a P
7 74, Cardi6al )aJ Edge Spacer.,,
REFERENCE TEST REPORTS. �L4717, 896E & 89TO
37 1 IIV ANNEALED OR HEATTRJNGTHENED GLASS — 3116- ANNEALED OR HEAT STRENGTHENED GLASS
tfli--1 C90 PVB INTER NO PVB INTERLAYER
1/8"ANNEALED OR INTERLAYER
Ul—RLNGTHENED GLASS 311V ANNEALED OR HEAT STRENGTHENED GLASS
7116- LAMINATED
5"6"ZSS 7116" LA NOTE:
5116"LAMINATED G 8 81 r LAMINATED GLASS
71D,74, <:3 EXTERIOR INTERIOR[-> LAM[ IG OUTBOARD
LITE$ MX(Br
UPGRADED 0 W(AWSECTIONS)T af AS
n WITH NO CHANGE IN
DESIGN PRESSURE.
KURARAY TROSIFOL'
112- NOM. 112. NOM. PVB INTERLAYER
16 GLASS SITE 046-- GLASS SITE SAFLEX'PVB INTERLAYER BY
EASTMINN CHEMICAL COMPANY
38 70 38 70
118- ANNEALED OR HEAT STRENGTHENED GLASS311 G' ANNEALED OR HEAT STRENGTH ENED GLASS
.090 PVB INTERLAYER .09D PVB INTERLAYER
118" ANNEALED OR HEAT GT E EDGI-AS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
5115' LAMINATED 7/16' LAMINATED
AIR SPACE AIRSPACE
1/8' ANNEALED OR TEMPEREDSS 118- TEMPERED GLASS
13116"NOM. 13116'NOM.
13/16" LAMI IG GLASS Wl 5/16" LAMI NSSW/7116"LAMI
ALUMINUM
-MELT BIJ� REINFORCEMENT p,,yISI, NSIOCANTFILLAREA
YL' ""S'NOM W 0-
S &L
SILICONE HOT PRODum REVISM
OfRumpk
It - - � I SMnENE &16' NOM. o
SILICONE 016-NOM. sl� I
TRUCTU� SILICONE SEA.
S
S 114' KOM S
Yl OBU�-NE WITH I ANT ROLL+ORMED T )"SIC2
ITHDESIC�T onic FOAM STAINLESS STEEL
EXT. GLASS SXt S By
EXT. GLASS EXT. GLASS
0,AYLYNA,
tCEN,j
INT. GLASS INT CLASS INT. GLASS INT. GIASS
t - - 13
Na. M7oS
KODISPACE SUPER DURASEALO XL EDGE']"
4SG TPS O-A—CE R@ N XT (�DSPACER SSPACER
0 "1, ITA tiO�—F- rl�zl'
11 Is, I -+
'AILS AZORION
.1C.M.I.. DRVE
Z,L.AZ�ING DETAILS
04114aiM'
ALUM.
S LE
ILUM. SINGLE HUNG �WINJD�OW, IMPACT x.CERT.DF�TH.M A. ommDIVAL pIi, P.E.
0 Full 1 2 - 11 4040L20 G FL REX 58705
Ill FLANGE OR INTEGRAL FIN ININDOWSVIIIHIG A SILL OPTION
TABLE I.
QASEO,QM FLYWGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
68"
7,0" _
T2 _ ',;,
74 -_
70""-
't 40 8 ' ABM +80 0 Jf0 `=80 0 +80 0HBO 0
+00P. -80.0
t 80 0 410 0
-80.0 =80.0
.80.0 -8.0
00
1 +800"'-B0.0
*80'0
"�00
+80.01
-80.0
80.0
-80.0'
♦80.0
-80,0
+79.0
-7 0
6T'
A, B,M
+B0.0
-80.0
+80.0
-B0.0
+80.0
-80.0
+80.0
-80.0
+]0.8
-7B.8
+77.3
-77.3
+75,9
-
53IM
A,B,M
+80.0
d&0
*BD.D
-80.0
+79.6
-79,6
+7&2
-78.2
+76.9
-76.9
+75.4
-75.4
+74.0
-
UPT053118"
C,D,E,F,G,H,I,J,K,L
+B0.0
-80.0
+80.0
-OD.0
+8D.0
410.0
+80.0
-80,0
+80.0
-80.0
+80.0
-50.0
+80.0
STANDARD VIEW &RADIUS
BASED ON FLANGED WIND(
WIDTH GLASS TYPE
AB.M'
60 A B,M
Be
IISED ON
WIDTH
531/B"
5/16' LAMI-
5/16' LAMI-
6116- LAM! -
7/16" LAW -
TYPE
FIN
HEIGHT
113111
4885
aEz>
W. G
MEETING RAIL
HT' 1 b -
^% SASH
5.
74.0
A0.0
E2. •o•
'&0 HT,tMEETING RAIL
'0.0 $7A$ `l v
5.5
m.o j \
TABLE 3.
HIT.
.0.
MEETING RAIL
MINUS
SASH
HT.
S7H
AL FIN)
6515116"
7D.0 -70.0
H. 13116• LAMI IG-1/8• T. AIRSPACE, 511W LAMI- (1/8'A,.D90,1/8•HS
FTL-4646
a"1O"fv4c ! .pb .ob
1. JW16'LAMI IG-1/B"T, AIR SPACE, 5/15'LAM] -1/8"H$.090.1/8'HS
FTL-W6
A"`P1nCa N0
E im4 6A 1gD21
13
.Nilwii ma Ao&<I
11Ul ulp
J. 13116' LAMI IG-1/9' T, AIRSPACE, 7/16" LAMI -(3/16-A,.090, 3116"A) FTL4649, 050
K. 1311V LAMI IG-1/B" T. AIR SPACE, 7/16^ LAMI-(3/16"A,.090, 3/16"HS) FTL4649, 465& 4958
L. 13116•LAM] IG-1/e"TAIRSPACE 7/16-LAMI-(3/16'HS.090, 3116•11S) FTL4649, 4650
M.13/16"LAMI IG-1/9-A, AIR SPACE. 5116•LAMI -(1/8"A,.090, 11TA
N
O .,45
UCENSp'..
NOTES:1. WINDOWS WITH THE LOWSILLOPTIONARELIMnEDTOAPOSRIVE DESIG PRESSURE OF+64,OPSF ORLO AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED. _
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY' FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS.
=1l•; No. 56705
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125/8' MINIMUM TO 38'MA%IMUM.
4. GLASS TYPES C, G, H. AND I MAY BE USED IN SASH ONLY
�AO��:'.
5. REFER TO ANCHOR QUANTITY TABLES :o-B FOR ADDITIONAL OF
imorecNrvoLOGYPIME
N.VENICE,R-5
DESIGN PRESSURES
LIMITATIONS.
cEg7.ovnulxrmae
ALUM. SINGLE HUNG WINDOW, IMPACT
A. LVNN ILLER. P.E.
JR D 17 O NO CNANGESTHIS SHEET.
a
swua a...x.
--11 4040-20
ti
G
FL P.E.#5B]05
,t1T$-�
D
1D�
>i �r
D -
49 5/8' MAX. FIXEL
DLO (ALL)
:i1 7EE
STABLE O
LEE OLD
TABLE X
(MAX.)
_:: -11 \ -.0 .1 48
31B'MA%. FLANGED WIDTH -
1B MAX i.F: WIDTM '.. ... .. .. _ `. ♦ - .i:.. ,.:i', .. .. _ . _... ID _ _....- .h �. ,
' � ]s MA�. � •aor,, I _ ,. ]s IAz,. 4,.•.=. .., ��F .I , �, is•IMwc ,
A AF
HE FHT SEE DLO HEI HT SEE DLO C�/ HEI HT
D TABLE FNO LE 0 TABLE 0 A .
AAK
76'MAX Ll 76'MN(. L _ ]fi' GE
LAED FLANGED
FLANGED HEI HT
HEIGHT � HEI HT � i�
SASH SEE DLC X SEE DLO X % S E
TABLE — /E 4 TABLE / N E 4
HEI H - ..
. DETAIL B _ - DETAIL C
VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
8 E-1
75' MAX. I 75' MAX.
I I.F. F.
HEI HT � E� HEIGHT
SEE 1 0 I SEE DLO
TABLE TABLE 0 / 76-MAX.
IL HEIGHTWMAXFLANGED FLANGED
HEIGHT
L HEI HT
j I
SASH SE OLD LE X SASH j __
HEIGHI
.• HEIGHT .. i
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B S C) ARE BASED ON ATHREE OVER TWO FORMAT.
LERT.OFAUIDIi
4 ;- 11 '1 4040.20 --
'l1,,�7021 -
No. 58705
O •. STATEOF 7t7,
'�'rir�ONAL ENG�••
A. LYNN MILLER, P.E.
FLP.E.k58705 _ -...
MAX.
FIXED
LITE
DAYLIGHT
T OPENING JJA'
OUTSIDE
F
MAX.
VENT
NOTE: MIN. (1) SWEEP, LATCH AT VENT CENTERLINE OR
J -OFITfONAC'BOVpM'LOCKS,(1)6"FRO%fEACHSIDEOPI
141DE
31
--------- - -
+
.0 NOTE: BALANCE PARTS USED Z-'
BASED ON SASH WEIGHT
2.710"
I I OUTSIDE
MAX FIXED LITE DAYUGHT OPENING
MAX. WIDTH
SECTION A -A -
-9RTM—ESEft5N-§-�' -LNS
0 ;-, —FW—(LF.)
47
I HIGH
SILL E. 30
LOW
s
49 ;48
HIGH SILL LOW SILL HEAD
SEE NOTE ABOVE
30 12 ULTRALIFT
ONLY
SECTION B-B
(LOW SILL SHOWN)
N. VEN C� FL UM
044%-IND
C ERT. OF AUM R M
Sa I Haff 1 5 o 11
N0.58705
A. LYNN MILLER, P.E.
FL P,E.# 50705
V-1
OERT.OFAOI =.
BH7#
DWG#
DESCRIPTION
PGT#
60
1635
ISCREEN SPLINE-.135 DIA HARD
61635K
61
ISCREEN CLOTW - -
61816
63
5..
GLAZING CHANNEL(.686 X!500)
6533:...
402
64
161
1.
#6X 1.000 PHZBUGLE4tKI f"ii,I
706XI
67—
GLAZING TAPE; 1/16 X1/2-7116 LAMI
62BV151D
•'88
4051A
SASH BOTTOM RAIL (HIGH SILL)
64051'
69
4050A
FLANGE FRANE SILL (HIGH SILL)
64050
70
SILICONE, DOW791,899,995 OR GE 7700
80
A GLASS,
511 6'LAM, (1/8"A 090 FVB,IM-A)
B7
113.GLASS,
5/16"LAM. O M-A.090 PV$118"HS)
82
IC.GLASS.
5/16- LAMI,(1/B'HS,.060 PVB,118"HS)
83
D. GLASS,
7/16"LAN. (3/16090 PVB,3/i6-A)
84
IE. GLASS.
7/16' LAM, 3116'A.090 PVB,3/16'HS)
85
F. GLASS,
7/16- LAM. (3/16-HS,.090 PVB,3/16"HS)
88
G. GLASS,
13116- LAM IG;1/8"T,A)R SPACE. 5116' LAW & ffi'A.090 PVB.1/8'A)
87
H. GLAS7.13116"LAVI
IG;IM'(,AIR SPACE,5/16- LA40,(WA,.090 PV$1/e'HS)
88
!. GLASS ,13/16-LANdla 1/87,AR SPACE,S/16"LANJ, (1R"HS.O80 PV8,1B°HS)
GLJ:�3 13/t U" LA'A IG; IM7. AR SPACE; 7/16" I. MlMkDRO FVB,3116"A)
'B�J:
0'
KGL&S"13/16"LAMIIG;'!11B"T,AIRSPACE,7/16°LAMI, 3H6"A.090PVB,3H8'HS'
9
11., GLASS, I3A 6" LPMI !G; 1R"T, MR SPACE, 7/16" LAMI, (3/16'11S,.090 PVS,3/16"HS)
92
M. GLASS, 13116" LAMA IG: 11B"ANR SPACE, 5/16' LPMI, 116"A.090 PV8,1/8"A)
L
0823. 55
2
2p
47 FRAME. I.F. HEAD
fi4071 A, 606&TES
48 FRAME, I.F. LOW SILL
#4072A, 6063-T6
.. - .. `H-2.908
ill 2.374
' PRODUC1 REVI3EU
cplyim3wiNO�s F.witle
9mling Ca4e
- .082 NOM Aaryv rml -Ub3D. Dd
THICKNESS 4.171 �7)
2. 1
L .062 NOM "''" Dace 4E
THICKNESS
LY
.�`aDtJY EN F,.,
&FRAME I.F.JAMB
$D 7f4074B, 6063T6 * No. 58705
49 FRAME, I.F. HIGH SILL _ 1
#4073A, 6063T6 (USED AS RADIUS TOP HEAD) i ;. T.'p
.SHOO 1 NTS1 6 • 11 I 4LI40-20 J-G I FL P.E.#58705
1 Of 4/
27e4'l
- �; s �
If �1 +T 2830 �+ A 2330 I
1.3`I63 -. it r^ ,ib r1 _ f _
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O FLANGE FRAME HEAD
itd002A, 6063T8 F�2.784
1 749 g FLANGE FRAME SILL (LOM
--{{III--}III- O #4003C, 6063T6
2.]10
u62—
OFLANGE FRAME JAMB .
6 #4004,6063-T5
(USED AS RADIUS TOP HEAD)
I
1
06UA90
1=�L4s1-4T ..
OSASH STOP
#4025,6063-TS
--1 11�342I, 1 —2279�
.062 I
f m.l 155 I �T17
AA .052
21 FIXED MEETING RAIL 2g SASH TOP RAIL
#1054A. 6063H0-T8® #400fiC, 6063HS-TB
69 FLANGE FRAME SILL (HIGH)
94050A, 6063T6
SEALANT OR
I.F.FRAME SEALANT ALONG ENTIRE JOINT
2 _ i�IF FRAME:
,6 or 50�I
WELD
EDT
50"BOSS
ALONG
SCREW
(2)
AT HEAD AND SILL 738 `I
040
.." 4.,., ...,.,...,...�,. VIEW,D-D VIEW.E,E
(1/18VIEV✓HEAD SSILL. RADIUS TOP SILL) (RADIUS TOP HEAD O1JlV)
17 SASH STOP COVER _ FRAME CORNER CONSTRUCTION
#4053, 6063T5 050 78
1.1615
1.096;
-{ 0� _1" O GLAZING BEAD, 5/16-
A41 #4039B, 6063T5
1.979
011.1i
6z 31 SASH SIDE RAIL
#4008, 6063-TS
28 SASH BOTTOM RAIL(LOW)
#4007.6063T5
6�
O50
—,
O GLAZING BEAD 7116"
#4222, 6063T5
68 SASH BOTTOM RAIL (HIGH)
#4051A, 6063-T5
1070-CHNOLAcrD—
N.VENICERNIIS
WI)"B IWD
CERT. OF"M69H3
.oso II II.678
1.115 1
45 GLAZING BEAD, 7116"
#985C, 6063T5
(USED WI GRILL KIT)
678
050
1,096 T
42 GLAZING BEAD, 5/16"
#4044B,Z063-TS
(USED.W/GRILL KIT)_, :.
ttf�� I�exw Dxe
.683 ,050 ?', ho4uN
��---501 1.097 ��NY LYNry
O46 GLAZING BEAD 13/16" IG
44067, 6083T5 1-'••,,GEN
3..
*.• No. M705
7
A.
ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLES.
:.i: .N-'T ,:......... .. .. WINDOW ..HEIGHT I -..., ...;,.. ..
SUBSTRATE;:.!
"`L C28?603,,-
� 94',SD3
`40103
-•1l45.603 a
ie 52,6031.
168,603
646
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WOTECHNOWGYMWI
N. VENICE. F` 34475
(MI)IWAM
CERT.OFAVMA
8 ,e 11
1. ANCHOR TYPES 1 -1/4' ELCO ULTRACONS OR 912
' -SCREWS INTO METAL
2 -1/4" ELCO SS4 CRETE-FLEX
3'4#12SCREWS'+
! 2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOW I ING DIMENSIONS.
HEAD - IB 7/2' MAX.. FROM TOP CORNERS
.i
JAMBS- 17 12' MAX. FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
6' MAX. BELOW MTG. RAIL
SILL -ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1' LESS,
5. DESIGN PRFS817RE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE
REQUIREMENTS.
-TABLE KEY:
WX PSF
(DP LIMREDI 11B
HEAD 2
JAMB ABOVE 2 3
MTG RNL -
irzDOUCFRENSED '
JANB.BELOW,J-. gyvgwlm n. eL•.4� _- _..
MTG. RAIL
L.inl�one r'�I -
'FULL
ny.
HEAD
JAMBS ABOVE 2 3
MTG. RAIL LYN�y��'�.,
JAMB BELOW
LG. RAIL
SEE TABLE 1 FOR = rt; N0.68705 P
FULLDP
FL
ANCHORAGE NOTES:
'1. ANCHOR TYPES: 1-11a•ELco uLTRAcons OR nlz
ANCHOR
QUANTITIESFORSTANDARDVIE,W
AND
RADIUS TOP
FLANGED
WINDOWS
_
_
- TABLES.
F
`S
I -
WINDOW
HEIGHT
+ 1
='
SCREWS INTO METAL
SV65TRATE.�
2-#12814* LOOSS4 CRETE FLEX
3-1125CREW5
K 29'655
`'371551.
"�44:655
' 52;155
5Q:855
67155
_ 94655
'76000
CHOR TYbE
❑.
U
1 U
o
`O
U?
O
U
O-';U
IU
O.;?
U
U
o-
U
:WWDoW
na4No
vLASS N
p, ..
,0
ZM.O
io
N 9
,;j2
,o
}z
O
a`i�
. 9
L'U
�0
IQ�{pU
1J.,U
�''U
{p
NCO
`�O
• U
�IONp�NO
U
'
ONQ�`u`O
U
,:5
'U
"O
; U.
�i gU•`vIO
5
-U
O
-' U
:2. ANCHOR LOCATIONS ARE BASED ONTHE
FOLLOWING DIMENSIONS:. . v
TYPE
S
'U
U
5'
S
U
S
..0
TOP CORNERS
WmTH
1
1
i
1
1
1
HEAD -18 M' MAX. FROM
C,D,E,F.G
1
1
j"1
-1
1 1
1
2'2
1
2.1
1 _
2 2
1
_ -_
2 2
1
P1
1 ,.
22
1
_ _.
22
.. 1
T
2 2
1
22
1
2 2
1
2•,2
1
2,2
-
2,2
-
2'2
2,2
3'!2
2�23'2
�.
-�
JAMBS- 17 J/T MAX. FROM TOP CORNERS
15'MAX. FROM BOTTOM CORNERS
19.125
LOW MTG. RAIL
A,B,M
1
- -
1.1
1
--
1 1
1
1 1
1
2.12
1
2;1
1
-
2'2
1
2 2
1
—
2i1
1
--
2.-2
1
-jr2
2:2
1
2
1
1
'
2'212:2
1
1
-
2�2
1
-
2:2
1
2'2
1
2�2
1
3:2
_7_
2'1
1
3 2
1
-
3`2
1
--"
2 2
1
-SILL-ANCHORS
3�2
S NOT REQUIRED
ANCHORS
3. INSTALL PER THE ADJACENT TABLE ANCHOR
PSF
79
USING THE DIMENSIONAL CRITERIA OF
1
1
1
1
1
1
11
1
1QUANTITIES
C,D,E,F,G,
1
1
1
1
1 _
1
1
1
1
NOTE 2.
24.000
HI,J,K,L
1 1
tt
1i1
212
1!1
22
2i2
2'2
22
2,2
2
H
312
2'.2
3'.2
3.2
2!2
3 2
3 2
2+2
3 2A,B,M
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1' LESS.
6. DESIGN PRESSURE (IMITATIONS:
SIZE BLOCKS bF THE ADJACENT TAF3LE WITHA
1.
1 ]
Y'1
ii1
212
1;1
2I2
11
2�2
212
2�2
2'2
2
3!2
11
2`2
312
3 2
1
2'%
11
3i2
3:2
2;2
3I2
-�'
SF
68
77
ItS>�-�
C, O,E P,G
1'•.
.1"
_
1
2-„1
1
1'
S
1
1
-1,t
1,,
r
32.000
H,I,J,K,L
1 1
1�L7
1 1
212
212
2,.2
2 3
2�2
2;2
3.3
212
313
3:3
3 2
3,3
3F3
2 2
3 3
4 3
3 2
4 3
413
3 2
4,,3
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
1
1
1
1
1
1.
1
1
1
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
AB,M
Y
33
3,3
2i2
3 3
4,3
312
4 3
4I3
3i2
4!3
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
1 1
i'1
1 1
2T2
2.2
2.2
2�3
2
2!2
3i3
2�2
313
3!3
3I2
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE.
PSF
59
67
79
C,D,E,F,G,
H,I,J,K,L
1
1
1(1
1
i 1
2
2 2
1
2 2
1
2!2
2
2'3
1
2 2
2
2.3
2
3'3
1
212
2-
3;3
2.,
3,3
1-
3 3
-2
4'3
.2,
3�3
1
3-'2
2
3{3
.2.
4 3
'I
3 2
2_
4'3
?,-_
4:4
3;2
_?-
4'3
6. SEE NOTE 4. SHEET II FOR METAL SUBSTRATE
REQUIREMENTS.
1 1
37.000
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1-
_2-
1_
2_
A,B,M
tl1
1 1
2 2
2I2
212
2-3
2!2
2i3
3i3
2:2
3!3
313
3i3
413
3i3
3 2
313
4i3
3i2
_2
4,3
414
3 2
4�3
1 1
PSF
54
79
62
79
2
2
2
2
2
2
2
2
2
2_2
-2
2
2
2
240.000
H,I,J,K,L
1 1
1 1
i 7
2 2
2!2
2I2
2!3
2I2
313
W133
413
3.3
4,3
3�3
3 3
4.3
4;4
3T13
4:3
4!4
313
5,3TABLE
KEY:
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2H,I,J
A,B,M2
1 1
1 1
1 1
2 2
2,2
2 2
2,3
2 2
3 3
4 3
3T3
4 3
3'3
3 3
4 3
4
3 3
4 3
414
3 3
5 3
MAX. PSF
(DP LIMBED( 117
PSF
49
79
56
78
79
HEAD 3
JAMIBABOVE 3 3
C,DE FG,
K,L
2
Elf
2
1 1
2
1 1
2
2 2.
_2
2'2
2
2 2
2
3'3
2
2 2
2
3 3
2
3 4
2
2 3
2
3 3
2
4!4
2
313
2
4 3
2
4 4
2
3 3
2
4�3
2 _,
4r4
2
3 3
2
4 3
2
_-._.
4'.4
. 2
3 3
2
5!4
44.000
'
'?
PACG. RAIL PtioDLn R6vLs� _.
JAMB BELOW],- m„dvma wa.Im Fhfik
1�4TG. RAIL 8mmme Coa,! D D,0
ABM
!m
'T'
'I 9
4:
1 1
2
1 1
-
2 2
2
212
2
2 2
2
3T3
2
Y 2
2
3 3
2
��+
-2
213
2
3;3
c
44
^,4
3 3
2
4 3
2
4.4
2
3F3
2
4:3
2.
4'.4
7
01-e
°
4 3
'_
4,4
2
e'3'S'4
2
PSF
d5
74
51
74
79
79
6 mm°
2
2
2
2
2
2
2
2
2
3
2
2
2ffl3'34:4
3
2
2
3.
2
2_
46.000
C,D,E,F,G,
H,I,J,K,L
2
1 1
2
1 1
2
1 1
2 2
2;2
2 2
3 3
2;2
3 3
3�4
3 3
3!3
4 4
3.3
4 4
4 4414
4 3
514
4.4
4 3
514
FULL DP cT
M"a,� aN P,+AcI C»iin
A,e,M
2
4 1
2
1 1
2
1 1
2
2 2
2
2,2
2
2 2
2
3 3
2
22
2
3 3
2
3.4
2
3;3
2
3!3
3
4 4
2
3 3
2_
4 4
-.2_3
4 44.4
2
413
2
5,4
_3_
4T4
2_
4 3
- 2
5A
HEAD 2
JAMB ABOVE 2:2
MTG. RAIL v,"I tV LYNN
O
PSF
d1
67
46
67
76
79
C,D,E,F,G,
H,IJ,K,L
2
1 1
2
1 1
2
1 1
2
2 2
2
2'2
2
2 2
3
3 3
2
3�3
2
3'3
3
4�4
2
3`3
3
4 4
3
4'4
2
3'3
3
4 4
_,3
4 4
2
3 3
3
4'4
3
5 5
2
4 3
3-
5 4
_ 3,
5'S
2
4 3
3
5'4
'53.125
JA14108ELOW j�\1t'+' �ICENSF17CF'.
MTG. RAIL P.'
No
SEETABLE2 FOR y : 68705 .P
3
3
2
3
3
2
2
3
2
3
3
2
3
A,B,M
2
1 1
2
1 1
2
1 1
2
2 2
212
'-.__
2 2
2 2
3
3 3
2
3 3
2
3:3
3
,._
4.4
2
.. ._...�.
313
4 4
..
4:4
3 3
..
4 4
4.4
...
3 3
. ,.
4.4
_.
5 4
4'3
5.4
-,..
5i4
_..
4 3
..
5 4
FULL DP •//;; _
TEO
O
1%O TELWVOLGY�RNE
N.vEKKe.nau�s
ORA ANCHGE SPACING, STANDARD VIEW
i��('•.,F(ORIOP,. \C\��
ALUM. SINGLE HUNG WINDOW, IMPACT
crRT.OPAUTx.�az9s
�,,,,,rn, N
res:r:=
i. ION{p�L1�
A.YYNry�M'pLEf2� P.E.
FL P.E.#58705
JA
o�
O6W71
G
NO CHANGES THIS SHEET.
ed.,.,e sr e..�
SNIIXI NTS
9 s71
orvr
4040.20 -
r
G
m..er
_ -
F.K
7/19R15
Jl
T/wi -
-
-
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS). CUSTOM FLANGED
WINDOW
HEIGHT MINUS SASH HEIGHT TABLE 7.
„.v .:
= � ^7u; WINDOW HEIGHT MWUS SASH HEIGHT
-�'23.271
FROMTABLEe
_ - -
--50.362
SUBSTRATE:�
T
17i125-
-`„-22.C£B-1_
=:J 33.754
-=:39.288
L'
44.039
''
�d55925
ANCHOR.'EYPEo-
WINDOW
,.WIDTHS
GLASS
.TYRE
❑
r'+O
yJ O
..3
U'r0
Z�ZMO
"IO
P.
?IO
'�v
❑
N pp
. 3.`+c�'iV..ZU
o
Z"ZOO
h O''
-,v
G
❑
No
cfstU11❑
Z..k-.Z
� o
,n O
wO
N
,c5
Z'IZ
N(O
1U
G
❑'1'ti
r'+O
N pp
HZ
'O
o
ZI'+ONZ
O
�,v
❑
N
-
I '.G
:vG
o
Z"Oly2
O
v
❑
r`+ pp
5
byo
O
v
2"O
O
v
❑
N
v
N,Z
-0
�v
o
Z
O
❑
IS125
D.E.F.J.
K,L
y.
1
.1,..
7
.:1.
1
.1_,..-1
2-
2
.1.A
2
2
2
2
2
2
2
3
2
3
3
2
3
3
3
3
24.000
DRAJ,1
1
1
1
��2
17
2
2
2
2
3
3
2
3
3
7K.L
2
3
3
3
3
3
3
4
32.00D
D•E,F,J,
K,L
1
1
1
1
1
1
7
2
11
2
2
2
3
1
3
1
3
1
3
1
2
1
3
1'
4
1
3
1
4
1
4
1
3
1
4
1
5
1
3
1
5
PSF
79
37.000
D,E,F,J,
IL
1
1
1
'I'
1
1
2
2
1
2
2
2
3
7
2
2
3
2
3
1
3
2
4
2
3
1
3
2
3
2
4
1
3
2
4
2
4
1
4
2
6
2
5
1
4
2
5
2
PSF
79
79
79
1
1 79
40.000
OEYA
K.I.
2
1
2
1
2
-1
2
2
2
2
2.
2
3
2
3
2
3
2
4
2
3
2
4
2 2
4 3
2
M1,
2
4
2
3
2
5
2.
4
2 2
4 5
2
5
2
4
2
6
'
`-PSF
J9
7
76
-.79
77
79
1
79
-
79
- , J
44.000
D,E,F,J,
K,L
2
1
2
{
2
i
2
2
2
2 -
2
2
2
3
2
2
2
4
2
4
2
2
4
2
3
2
5
2
..
4
2 ...
3-
2
5
2 2
. ..
5 4
2
5
2
5
2
4
2
8
3
3
4
PSF
78
79
70
79
79
71
79
73
76
48.000
D,E.F,J,
K.L
2
2
2
2
2
2
2
2
3
2
3.
'4'
2
-4
2
2
5
2
4
2
5
3
5
2'
4
2
6
3-
5
2
4
2.
8
3
6
2
5
2
6
1
1
1
2
2
2
3
3
4
PSF
71
79
63
71
79
64
74
66
77
69
69
53.125
D,E,FA
K,L
2
2
2
2
2
2
3
2
3
2
3
2
4
3
4
3
5
2
4
3
_..
5
3
6
2
5
3
3
6
2
6
3
7
3
1 6
2
1 5
3
1 7
1
1
1
2
2
2
3
3
4
6
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLE 8.
SASH
HEIGHT
12.776
15.776
18.776
21.776
24.776
27.776
30.776
31.7D6
.
o
N o"
z
8
,. z
8""8�8Ng
h o
u
z
o
z"
0o
o"
z
8
u
z
8Ns°"8
o0
n o
z
8"g"3�8Ng"0
0 o
el o z
z
M o
0
z
z
8Ng".8
r, o Z-
z
8"�"8�0
Mo
z
v
1
2
1
2
2.
1
2
2
2
2
2 -2
2
2
2
2
2 2
2
2
2
.1"
1
-2
1
-2
2
2
2
Y
2'
2
-
2,
2'
2.
:2
3 1 2
2
3
2
2
2'
1.
2
2
-2
2
3
2
"'3
'3
'2
3
3 2
3
3
2�
T'
4' 2'
3
4
2
3
79
2 7 2
2
2 2
3 2 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
74
40.ODO
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
78
44.000
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
63
72
78
48.000
2
2 2
2
2
2
3
2. 3
4 3 3
4 3 4
4 3 4
5 3 4
5 3 4
73
58
86
72
53.125
2
2 2
2
2
2
3
3 3
4 3 4
4 -3 4
3 3 4
5 3 5
6 3 5
,I.ANCHORTYPES,,1`-114'ELCOULTRACONSOR#12
SCREWS INTO METAL.^
I 2-1l4' ELCO SS4 CRETE FLEX. ',-
---�.3 912SCREWS`.
f2 ANCNORLOCATIONSAREBASED ONTHE FOLLOW IING 7
HEAD z 1812 MAX. FROM CORNERS, -
JAMBS -11 12' MAX. ABOVE
TOP CORNERS
1112' MAX. ABOVE THE MEETING RAIL
6' MAX. BELOW MTG. RAIL
15` MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCORFROM
TABLES
7. AND FOR CUSTOM
VIEW WINDOWS FROM TABLES T. AND 8. USING THE
ABOVEDIMENSIONAL MEETING
CRITERIA IL NOTE B USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW,
4. AVAILABLE SASH HEIGHTS FOR CUSTOM
VIEW
WINDOWS AREHEIGHT
TO36'MAX:
5. TABLEBLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE _
1' LESS.
6. DES PRES9URE UMITATIONS:. ..
SIZE BLOCKS OFfHEADJACENT TgBLEWITHABOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE.
7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQS.
TABLE 7. KEY:
MAX. PSF SEE TABLE 3 FOR
(DP LPATED) 112 FULL DP
HEAD 2
JAMBABOVE 2
MTG. RAIL
(FULL DP)
HEAD 2
JAMB ASOVE_ 4
MTG. RAIL
TABLE'8.KEr C PROD=REVu®
�Nree wiO Its Hui4e
MAX. PSF n Ias,gCod l-063OZ5
(DP LWED) 1172 F. Dxe
JPNB BELOW By
MTG. RAIL "7i' D°4eF'adR`i -
`�aON,......
FULL DP B OCENSF \�(
JAMB BELOW 2
MTG. RAL = # ; No. 56T06 #
SEE TABLE 3 FOR FULL OP ;AO saIT:,Xz
� cFar. DrnD o�rsae ALUM. SINGLE HUNG WINDOW, IMPACT K 'hrll1`L 11'.E -
s orvro A. FL PE 5870 P.E.
w NTS 'T0 a'i1 404020 G FLPEA 58705
EXTERIOR INIERIUHL > _ 1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DADE COUNTY
4 IN EDGE V
_ty r (ULTRACON ANCHOR) +.�'; ,, LACE HEAD ANO SILGOEYAILS) WOAD ANCHOR +gppROVE 1114: ELCQ ULTRACONS ORI/4°SSa CRETE E4EX MINIMUMDISTANCE FROM
1: (SE€NOYE21(3) ;Yyz t ANCHOR TUCONCRET+EEDGE(S13/44,FORULTRACONS INTOCONC:212 ED FOR
_ 12=12'MIN EDGE CONCRETE ANCHOR. ULTRACONS AND;CRETEFLEX INTO, CMU AND CRETEFLE)? INTO CO NC
(G E7EFLEX'A1fCppOR) x (SEEaIyOTE-1 d3) Z>; VfOOO�UCIl r 1.MIN EDGE / 7, 1
R I'F .� SEE NOTE 3Y 2 FOR WOODAPPLIOMioNS�IN MIAML-OA6E COUNTKUSE#1 bTEEG'SCREWS{GS�..! ,.
yl� " 11 'r'r (y n 11 ki> a _a •�i/d 554 CRETE=FLEXkORCE`TAIL'S'9SrD OROYSiCO'x212'COMMON NAllS (fl66F,NLOM
t( 3.35 K$T MIN - +,,., ,L :J;, e+` $:Ix `" �+ * +"+r SL7Z(Sd))Btl?ENNY IN COAYEb COMMON NAIlS `TYPEi; STYLEH0-F114.MOUNT£D,
CONCRET '
-�13/4'MIN. — ONLY SEE BUCKS AILS E. DEPICTED
IN THE SE TIONS
'• "' 1 318' 3. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE
OPTIONAL 1 o MIN TOTAL THICKNESS IS LESS THAN 1 12•. 1. WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK I_ INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS IN ARE
(SEE NOTE 3) 1 12• THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
1/4' ;r 1/4° ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
u 4. FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM SHIM 6063-TS AND A MINIMUM OF I/8•THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS.
DETAIL DETAIL THE M4TERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF.045'
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
' MIN. EDGE (ULTRACON INTO CONC.) WOOD BUCKS. THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL
1-1/4•MIN. G 1-3/4
MU) ENGAGEMENT INTO THE METAL. IF THESE CRITERIAARE MET, THE RESPECTIVE DESIGN
1.3/4, MII.F_00 (DON 2-12°MIN. EDGE (ULTJCRETEFLEX INTO CMU B CRETEFLE%INTO DONC) PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
t •' r.V'�tt t. �;e ,.r ••g.'ANCHORS ARE NOT REQUIRED ATTHE SY.i OFFLANGED UNITS.
- 1/4° AX. SHIM ---I + -" I 6. FLNI HEADANCHORS; WHERE REQUIRED, MUST HAVE 412 TRIMFIT HEADY
1)4 MAX. SHIM--+{ F.—MIN T,MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
/ �- CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CONCRETE ANCHOR, D i'MIN.EDGE FLORIDA BUILDING CODE.
FH BELOW MEETING
RAIL.(SEE NOTE 2) -
7. 3.35 KSI MIN. CONCRETE
OR 1.5 KSI MIN. CMU
L_tx BUCK OPTIONAL WITH SOLID CONCRETE OR
CMU SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4' ---I 1- 5/8-MIN
131' DIA. MIN.
x 212• NAIL,
AT CORNERS
AND S O.C.
I MAXJ
SHIM
DETAIL F, (HEAD)
.EDGE
FH BELOW MEETING
RAIL.(SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTT�E-IRIIOR
V
1/4"
FRAME MAX.
SHIM
x 2 1/2' NAIL,
EM EDMENT AT CORNERS
— AND 5'O.C.
IN. EDGE
1 x .21D A.MIN.
x 12' NAIL,
AT CORNERS
AND 6' O.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
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uer �e.1vs.` � d Sh
DETAIL G, (SILL)
5i8°MIN.E GE„y i _ �KODUCT REK='ED- _
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nmpwm Nol-0630.09
4D21
No. 5870S 'P
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NINDOW, IMPACT �''S;�NAL���JEJNG`�
orvr r A LVNt•I,UILLtR, P.E.
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