HomeMy WebLinkAboutNOA_ _ SCANNED
MIAMI DADS BY
St. Lucie County MIAMI-DADE COUNTY
® _� - PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/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 Door w / M & 135' corners —L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Ahem. 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., 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_e_ntirety—
INSPECTION: A copy of this entire NOA shall be provided to the user- by the manufacturer urits
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiration Date: February 17, 2020
9 11(t7 Approval Date: September 28, 2017
Pagel
II I A M I•DADE D1, MIAMI-DARE COUNTY
o PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISIO T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPT CE VED www.miamidnde.sav/economy
PGT Industries, Inc. MAR 2 S ?018
1070 Technology Drive
North Venice, FL 34275
ST. Lucie County, Permitting
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 buiIding 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 00SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners -L.M.I.
APPROVAL DOCUMENT: 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., 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/scries, 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.
-
- — -this-----ll- e-pro—vrdEd to -
theuser-6ya manfacturer-or—
rtsSPECTIONAcopy of tire NOA-- b
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 16-0629.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.12
Expiration Date: February 17, 2020
9 Rill Approval Date: September 28, 2017
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.14-0123.10)
2. 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. 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 & Durascal 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 06120/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted trader 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
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)
3. Test reports on: 1) 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 Pressure Loading, per TAS 203-94
'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, 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 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales y
(Submitted under NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
S. 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. I5-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5t°
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 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 Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-5" Edition (2014) and FBC-6" Edition
(2017), dated 08/10/17, issued by manufacturer, signed and sealed by Anthony Lynn
Miller, P.E.
2. Statement letter of no financial interest, dated 04/18/17, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Test proposal No.16-0152 dated 03/09/16 approved by PER.
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" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
--- --
-- -- -------ori'08/04/i6-and•expiring on 02 17(20 =-- —
Jorge M. Plasencia, P.E.
P,rduct Control Unit Supervisor
NOA No. 17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-2
SERIES 770 IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 90n/135- CORNERS
GENERAL NOTES
i) GLAZING TYPE OPTIONS: SEE TABLE S. THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
21 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 33AM% 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, ANSI/AF&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: FTL-6980, FTL_5993, FTL-6001, FTL.6014, FTL-6015, FTL-8017, FTL-6022, FTL-8023,
FTL6024, FTL-6026, FTL6028, FTL-6031, FTL-6033, FTL-6030 AND FTL-7654
nFTan S (1N FHFFTS d R 5
GlaP,
ype
Description (Load Rom ExMdorla latmb)
G3
711Vlem@alel(2) Ums NL18• HE OIacs MIh.WM PVB Dgmt,.r
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'SG'=.0B0' SENTRI'GLISOBY KURARAY AMERICA INC.
DESIGN PRESSURE RATING IMPACT RATING
SEETABLESI,263ON RATES FOR LARGE te SMALL
$HIM 6, 788 MISSILE IMPACT RESISTANCE
CODES I STANDARDS USED:
42017 FLORIDA BUILDING CODE (FBC), 6LH EDITION
.2014 FLORIDA BUILDING CODE iFBC),5THEDNION
.ASTM E130108
.ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
.ALUMWUM DESIGN MANUAL, ADM4015
.AISISIMI2
.AISC36 10
CONFIGS... .... ...2.3
MT. 0FAIlM.`gN`O
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Distance
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3I0"
9I76'
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Fy=57 kM, F.%set
AN
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3"
1- 8'
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T
W
T
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1) MERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THEANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPES PRE APPLICABLE
3)FOR STEEL STUDS, MIN. FU=45 KSI, MIN FY-33 Mi.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLACK APPLICATIONS.
6)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE,
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMFOADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS BEE TABLE A. THIS SHEET.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-10 THICK. a complying with the Plorida
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS 9allding Bale
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-N.. 17-0420.12
DEPICTED AS 2X ARE 1-12"THICK OR GREATER, IX AND 2X BUCKS ExpTre6.n Date 02117/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER Dy
LOADS TOTHE STRUCTURE. BUCK DESIGN AND INSTALLATION.- me.n mP..'Iana
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.
6) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL ISri--o:a
, I l.....
NOT REQUIRED. IF USED, NON -SHRINK NON-METALLIC GROUT,
LYN,y
MAX. 1/4' THICK &34E PSI (DONE BYOTHERS)
TIGHTTHESUP
GTHONOT
TIRE LENGTH
THAR LOADT ISUBSTATE.IFTHE
SUBSTRA E. R
SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE.IFSUBSTRATE
IS WOOD, SOH FELT PAPER OR MASTIC IS REQUIREDSB70SBETWEEN
THE GROUT AND WOOD SUBSTRATE, OR AS APPROVEDBY
THE AUTHORITY HAVING JURISDICTION.
"I _
Y/!6
1 +22 1 P07'0130
MAX. UNIT WIDTH
NOM. PANELWIDTH
PER TABLES 1-3
MAX UNI
HEIGHT
PER TABLES W
1-PAN
C0NFlGUF
I
NOM. PANEL WIDTH
PER TABLES 1-3
13
MAX. UNIT
HEIGHT 1 I
PER TABLES 1-3
MAX. UNIT WIDTH
NOM, PANEL WIDTH
�+
PER TABLES 1-3
e
MAX. UNIT +
s
HEIGHT
PER TABLES 13
/
/
po Ka
MAX. UNIT WIDTH
NOM. PANEL WIDTH
+ +s PER TABLES I-3
I
I
e 1 1 jig] MAX. UNIT
1 I�� HEIGHT
I I i$qqj TABLES I-3
PorrEr i F
'I MAX UNIT WIDTH
NOM
. 3
PANEL WIDTH �i3
PER TABLES 1-3
MAX. UNIT I I , MONS
HEIGHT 1PERTABLES 1-35-PAN EL CONFIGU
I 1%O iFCHNOL
MRT. OYAUIM /29201
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
-
LOCATIONS USING DETAIL °JtY,"Je,"Kw'OR"Ke INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p)55 p,PXXXX OR XXXXp. OXXXIN POCKET CONFIGURATION
CAN BE OXXXp.
2)00°1,135°CORNER CONFIGURATIONS CAN DE ACOMBINATION
I
1
OF ANY 2 STRAIGHT CONFIGURATIONS.
�g
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
�B
"X"=OPERABLE ANAL,
I �
"0• v INOPERABLE PANEL,
Ig LS
•p•=POCKET DETAIL LETTER
i
oWOOD METAL INSTALLATION
ET
C)�/ °c°=CONCRETE INSTALLATION
e
SHEET NUMBER
MAX UNIT WIDTH
A0 1p
DLO HEIGHT = DOOR UNIT WIDTH
BUD WIDTH= NOM. PANEL WIDTH- T"
HEIGHT -1O.125"
PANEL HEIGHT =DOOR UNIT HEIGHT - 1.866"
If
1
+
I
I T
I I pop a
4-PANEL CONFIGURATIONS
MAX. UNIT W
NOM. PANEL
PER TABLE
MAX
HEI
P
TABL
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
sct+ns I NTS 1 2 • 22 1 PGT0130
PRODUCT REVISED
eucomplying with the Florida
nem0 c me
xoA-xe. 17-0420.12
eapLaMen Data 02 I712020
LICENSE'•.(
I} ; No. so7o,
I9TTE p}
OFSf''.RORIDP,. .;
., 7C)NA, I�NG
A.LY MI &P.E.
REY607M
EXAMPLE CONFIGURATIONS
MAX, TESTED UNIT WIDTH =
355-7/16" Q 96• HEIGHT
300-1/4" @ 120- HEIGHT
NOM. PANEL WIDTH �� 3
PER TABLES 13
1a p
MAX. UNIT 5 1e s
HEIGHT,
9V OR 120"
1� 6-PANEL CONFIGURATIONS
PwG
t
4fa r.3u3a5nTuC�O
iey�vie7avi�ly
_
Q7
fHl
m
MAX. UNIT WIDTF
NON. PANEL WIDTH
PER TASLES 13
1 c
MAX. UNIT
HEIGHT
PERTA IB13 LES 1
l�
F�
m
m
'm
iF1
fU
iV
iV
imi•.7
iV
���',
iV
�
iIn'Fl
8-PANEL CONFIGURATIONS
N.
C ..WAVM.VVZ
6O 7M
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL 'Jw',•Jd,-Kw OR'Kc` INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
p%XXXp, pXXKX OR XXXXP. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
2) 90' & 135- CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
3) FOR NOM. PANEL WIDTH, SEE TABLES 13.
'X' = OPERABLE PANEL,
'0' = INOPERABLE PANEL,
"p" = POCKET
DETAIL LETTER
aemu/
W- WOOD OR METAL INSTALLATION
4'=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH -NOM. PANEL WIDTH -7'
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.366"
PRODUCT REVISED
PlYYon99 wi1M1 Me Florida
NDA-No. 17•0420.12
Explrntica Datn 02/17/2020
ey
rniam-oa roacct c=atrn
t TIII IIIIIII
�O
't,10EN6 "
* :' N- 58705 —
''=URAT/ONS
). SGD - LM IMPACT L
A. LMN MILLED, PE.
3 e 22 PGT0130 C P.E455705
7M5° NOM.
3/16" HS GLASS-
090' PVB-
3116" HS GLASS—
n--
9%6° NOM.
V4' HS GLASS
.090" PVB-
7/16" NOM.
�74J 3118'
3116- HS
3/8-AIR:
3/1S° T GIA
1' NOM.
3/4'NOM. Tip EWOR 3W NOM. 3/4"NOM.
GLASS GLASS 124-iz
BRE BITE GLASS
BITE
EXTERIOR
65 a
sq 54
51
YPE G3 7/16" LAMINATED GLASS TYPE G4 1" LAMINATED I.G. GLASS TYPE G5
9/16" NOM. 1° NOM.
3/16° HS GLASS
i/4" HS GLASS .090" PVB
.090" SG 3f16" HS GLASS
74 1/4"HS GLASS 74 5116"AIRSPACE 7
/4' T GLASS
1 -W
PRODUCTREVISED
Bz 82 89Bulltlin810otlewith
thn Florida
3/4" NOM. 3/4' NOM.NaA-No.
17-0420.12
PXTERIOR E ERIOR
GLASS GLASS t24-127
EaPTnBon Oatn 02/17/2020
BITE � BITE
By
EEX ERRORminm�-
n rnauee con ml
'V�
51 81 7B
64 64
9/16" LAMINATED GLASS, TYPE G3A 9116" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS TYPE G5A
GLAZING NOTES:
No. 58706
'ANN'=ANNEALED
'HS"= HEAT STRENGTHENED
'T"=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
=�7.1i `1 $ -
=0 1z ��
"PVB'=.090' TROSIFOC PVBB Y.
URARAYAMERICA.INC. tdro7EawotocyoxrvE a.na.
NYEMLE FL JI3]4 GLAZING DETAILS
STp
�i S RI�P,i
" SO- =A90'SENTRVGLAS®BY KURARAY
AMERICA, INC. (d41/4eo-fwd
pFg1RN p1 SERIES 770ALUM. SGD-LM IMPACT
mrmamomn O —u B°'4 °i"°+"^
aaoTm NTS 4 122 PGT0130 C
�'�S��NAL���LE�J�NE
A. LYRE AWN P.E.
P.EA567as
:w
WNSH7
c
NOCMWS7MSSNEEI.
GLAZING DETAILS (G6 G6A G7 G7A, G8 & GBA)
7"NOM.
7/16"NOM.
_P MOM.
3/18" ANN GLASS
3/16' HE GLASS
3116" ANN GLASS
0"' SG
.OBO' SG
.090" SG
3/1W AN GLASS
3116" HE GLASS
3/16" ANN GLASS
74
3/8" AIR SPACE
74
3/8°AIR SPACE
Ty
3/16' T GLASS
3/16" T GLASS
02
BS
03
3/GLASS
E%TERID
3/4' NOM.
GLASS
12a-t2T
3G ASS
GLASS
12&127
GLASS
BILE
BITE
BITE
P%TERIOR
"TEND
4
69
79
75
64
55
65
1" LAMINATED I.G. GLASS TYPE 06
7/16"LAMINATED GLASS, TYPEG7
1" LAMINATED I.G. GLASS, TYPE G8
1"NOM.
9/16- NOM.
1° NOM.
3/16' HS GLASS
3/16" ANN GLASS
.NO' SG
1/4" ANN GLASS
.090" SG
3/16° HS GLASS-
.080 SG
3/16' ANN GLASS
5/18'AIR SPACE
74
ANN GLASS
74
WVAIRSPACE-
74
1/4° T GLASS
1/4° T GLASS
PRODUCT REVISED
Bu11tlIn91Cotiawith the Florida
'
93
xOA-N". 17-0420.12
3/q'NOM.
RV OR
3/4" NOM
GLASS
,2a127
3/4'NOM.
PaPln"aa Data 02/17/2020
,24-12
GLASS
BRE
GLASS
BITE
Y
BiIE
-
EXTENDS
..
h9are- a
_
EYE. ERIOi
Si
e
9
55
54
66
1" LAMINATED I.G. GLASS TYPE G6A
9/16' LAMINATED GLASS, TYPE 37A
1" LAMINATED I.G. GLASS TYPE G8A
'tkPPf'' No. 58705 'P
GLAZING NOTES:
'ANN'- ANNEALED
"HS'= HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
;O�•.
0 (V`
7'=TEMPERED
"PVB°=.090"TROSIFOL PVB BY KURARAY AMERICA, INC.
rm67Ecwvatcc7w51•E
x.VEA4CE.71a1TJ6
"�"�
GLAZING DETAILS
'SG'=.09V SENTRYGLAS®BY KURARAYAMERICA, INC.
rygp400-lew
�i DN N��
SERIES 770 ALUM. SGD-LMIMPACT
7r�'1A li",It
JR
p�"4g6�iT
C NO
fHANGES WN SHEET.
cser.OFADIHdTP2W
uw,wa
are
a.a"w
A. LYNN MILLER PE
___1
_ o.a
690.iT0
NTS 5
22
PGT0130
0
PEA68T0.5
'JR
10110/14
Design Pressure (UP) and Anchor quantities Required,
(for allaapproved configurations on Sheets 2 & 3)
For Come,89tragal anchorage on e0- or 136' comer antis, see sheet ll
Maximum OP for all sizes:
+601.60 psf
(Mar be united by Table 1A)
Table aW thes to Glass Types 3,
M. 5, 5A, 7, 7A, 8 g 0A and
I Dom Unh Height
90'
84"
I60
III
88-7/B° OLO
73718- OLD
794/8' DLO
85-718• PLO
the Stllef"Ingal Types eheym
�IIXy
.. Anchor Group
Anchor Group
Anchor Group
Anchor Group
P
A
B
C
D
A
B
C
D
-AT-1
C
P
He Sill
G+
+1
C4.1
G+
G+1
G+1
G+1
G+1
G+
+1
G.l
G+1
C4+
+
+
+1
24°
OL
Jamb
' 8
8
B
8
8
8
8
8
B
B
11
B
8
8
8
e
P4mok
B+T
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+8
7+a
7+0
TB
7+e
T+0
7+8
7+8
HeeaJ8111
G+1
G+1
G+1
G+1
G+1
G+1
G+1
G+i
G+1
G+1
G+1
G+i
G+1
G+1
C4+1
G+1
Jamb
B
8
8
0
8
8
0
6
a
8
8
8
8
8
8
8
Is
DLO
P-0cak
&7
8+]
9+7
ed
7-8
7+8
7+8
7+8
7+8
7+8
i+B
18
-8
7+B
]+B
7+8
S+
Head/8ill
Gil
G#1
Ct+t
G+1
G+1
G+i
G+1
G+1
G+1
G+1
G+1
G+1
G+1
G+1
C40
0+1
3B'
0Jamb
iIB
B
0
e
8
8
8
S
8
a
8
B
8
e
e
a
6+7
B+7
647
B+T
7+8
T+8
7+8
7+8
7+8
7-8
7+B
T+e
T+8
7+8
7+e
7+8
'3L
G41
G+1
G+1
G+1
G#1
G+1
G+1
Grt
G+1
G+1
GH
G+1
Gal
G+i
GN
G41
'@
42°
B
8
8
8
8
0
0
e
a
6
8
9
8
6
8
8
i
M
6+]
a+7
8+]
0#T
T+0
7+6
7+0
7+9
]+0
7+0
>+5
7+8
T+B
7+0
7+8
T#e
G+2
G+2
G+2
G+2
G+2
G+2
G*2
G+2
G+2
G+2
Gat
CN2
G+2
G+2
G+2
G+R
40'
IB
8
8
B
6
B
8
8
8
B8
B
10
a6+7
a+]
1 6+7
1 (I-T
I NB
7+8
]+B
]+8
NB
]+e
]+B
7+8
7+0
7+B
]+B
TB
FOR EXAMPLE ON USING-1AOLe, Jnt armel V.
NOTES:
1) POSITIVE PRESSURES IN TOLE 1 ARE BASED ON THE USE OF THE 3-1/4" SILL.
2) WHEN USING THE 2-112" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4° SILL, POSITIVE WATER DP IS
6(.0 PSF MAX. WHEN USING THE 4"SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4-, 3-1/4' AND 2-10 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/7 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 kOTECTED 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 SUE 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 Ingltratlon ReMg)
Sill Riser Height
I-) Do
(
Box, a.
(Flat or B
P)Do9, psf
Sheet 17)
Flush -l-1/2'
see r7te3
Low-2-112•
+4&07
Medium - SAW
+60.0
High -V
-60.0
SEE NOTES 1-3
DLO WIDTH=
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT - 10.125'
PANELHEIGHT=
DOOR UNIT HEIGHT-1.866-
ON LENGTH
of OH RATIO aI
O �
L
OH RATIO = OH LENGTH
ON HEIGHT
Interlock
TI
P-hook
Locksue@Jamb
Straight Astragal
Assembly
Leckstlle@
Staight Astragal
90-Astragal
Assembly
Lockstle@
Sir Astragal
135-Astragal
Assembly
Leal &D
135'Astragal
Standard Stiles
Standai
Stile
Standard Stile
Standard Stle
Standard Sole
Heaydely stile
Hea'"Uty Stile
HeaW-dutystlle
Heald -duty Stile
Standard Astragal
'""f�
o..Ly
Dutsldet
Outside
Comer
In,"
Inside
Carter
Co"rner
Outside
Inside Corner
Corner
Pan 960 x2
( )
Par[lI60
Part 960
Part g60(Stlie)
Part p6]IAst2gal)
Par
Pert g118 (Cornet
ParIg11910u[.)
Part 1120(In.)
Paap31(&4I32
Part 061
Receiver)
(Corn. le Fnd Mount)
CSar. CFAMMMIN
620-77a I NTS 1 6 e 22 1 PGTO130
PRODUCT REVISED
as corralling with the Florida
Building e*do
NOA-No. 17-0420.12
No. 68705 •'H
O 81TEP7 :•��
,0I A/ALS14 "N'
A. LYNN MILLOR P.E.
PFL58705
TABLE 2:'
Design Pressure PP) and Anchor Quantifies Required. (for all approved configurations on Sheets 283)
Maximum DP forall sizes:+80/00
Furoorner eslmgel ancM1sm9e an 9m or 185' aamerulata, eee andat 11
(May be Ivnlletl by Tepk?A)
Goal Npt
HeNM1t
W I&°
BO'
BB"
IUB
114
12
Table
applies
N
Giese Types 4. M,
)3d/a'
O
]9-718"
OLO
06- IB"
DLO
91N1
D O
9]-T/B•
OLO
16177
DLO
-lei
O
6. ¢A
7, TA
8 S OA and the
8aslB'
Ancasr
OtA
Getup
ncM1w
Gmu
wDmup
plrchal
Getup
c.
Omup
Anc
IGrou
Ananal
Gm
Ancl,sr
Gma
911NIAa0e9el
Types
eM1swn aglow.
a
C
D
A
B
L
D
A
B
C
D
A
B
C
D
A
8
C
O
A
B
C
D
p
1
•
C
+-0
0
+1
A
H
8
+
C
•
D
+
A
G+1
cW
G+1
G+
+
G+
+1
C4a1
U+
G+
U+1
G+
C4+1
U.
G+
+1
U+
+
G+1
G*
C'1
+
GN
e 61
+
a
a
'B
0
8
0
8
e
8
8
8
10
10
f0
10
10
10
10
10
10
/0
10
10
10
10
10
10
21•
01l*A
Jamb
8
0
8
B
B
7+B
FB
7+8
7+8
7+8
T+B
7+6
FB
+8
7+8
8+9
sto
&9
8+9
&B
5+9
8+9
0+9
Will
9+10
9+10
9+10
9+10
9+10
0+10
8+10
RM1mk
&T
G+1
&1
G+1
8+7
o
8+7
G•1
7+8
001
F8
C4+1
01+1
G+1
U+1
G+1
C4+1
G+1
Gat
G+1
04+1
U+1
U+1
G+1
G•1
G+1
Uat
G+1
G+1
U•1
C4+1
NO
NO
U+1
G+1
G+1
NA
G+1
fbeNBl
0
8
b
8
0
0
a
8
0
0
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
W
DLO
Jamb
8
0
8
0
8
7+8
)+9
7+0
7+0
7+9
T+9
FB
F8
]+8
&9
&9
&e
&9
&9
0+9
&o
&B
9+10
9+10
&10
9+10
8+10
9+10
9+10
9+10
P-0oek
&T
&)
Uai
6N
G+1
&T
Gal
Fa
01+1
FB
OI+1
F0
U+1
UN
Gal
C4.1
G+1
G+1
G*1
G+1
04+1
G+1
G+1
G+1
G+1
G+1
04r1
Gat
C4+1
C4.1
G+1
UN
NO
G+1
G+1
Gr1
G+1
G+1
Iketllslll
GN
8
'0
a
8
8
8
0
a
6
8
a
10
10
10
10
10
10
10
fo
10
10
10
t0
10
10
10
10
DLO
Jamb
a
B
9
8
8
FB
F8
FB
7+8
7+8
7+8
7+8
7+0
]+e
+
]+0
0+9
a+9
F+
&B
9+9
6r8
8+8
8+8
BND
9+10
&10
&10
9+10
9+10.
0+10
9+10
3
RM1mk
&1
BQ
U+1
8+]
G+1
&]
U•1
7+0
Gat
G+1
G+1
U+1
OI+1
G+1
Gr1
C411
C40
OH1
G+1
G+1
Gat
Dl+t
G+1
U+1
G•1
U+1
GN
G+1
Uat
U+1
G+1
GN
G+1
C&f
Gri
U+1
Haidnil
G+1
8
8
9
e
'6
0
0
e
B
0
8
to
10
10
10
10
10
10
10
10
10
10
11
10
10
10
42
DLO
amb
B
B
B
0
57
8
FB
)+a
7+0
7+B
1+0
7+0
7+0
7+8
Fa
7+8
]0
0+9
B+B
&9
B+B
0+9
8+9
&B
&e
m
0+f0
B+YO
9+f0
8+10
9+f0
8N0
&10
P-hat):
HeeNSlll
&)
G+2
&7
G+2
B+T
G*2
Gat
FB
G+2
G+2
Ua2
G+2
G+2
G+2
U+2
G+2
U+2
G+2
G+2
C4r2
G+2
C4+2
U+2
U+2
G+2
L&2
G•2
C 2
C5a2
G+2
C&2
C&2
M+2
l5+2
L6+2
G+2
L8+3
$p
8
a8
e
8
is
0
0
0
B
e
0
to
8
a
8
to
to
10
10
10
10
10
10
12
10
10
10
12
10
f0
10P-0eok
Z
&T
&T
B+T
Oq
FB
FBT+B
FB
AB
T+B
FB
FB
FB
7+B
FB
1+8
0+0
&8
&9
&9
&9
&9
B+B
8.9
BHO
8+10
&10
BHO
9rW
8+10
9+10
&10HeaNelll
G+2
04+2
01+2
U+2
0/+2
C1+2
C4r2
U+2
U+2
G+2
G+2
GaR
G•2
G+2
C +2
G+2
8a
8
a
B
B
0
f0
B
B
0
to
B
0
B
Jamp
0
P-M1aok
&]
8+7
B+l
&]
>+a
]+8
7+8
T+a
)+0
7+8
a8
7+0
i+8
7.0
)+0
HB
1�4LI
Not available In these eKes
IkBdl9ill
Gat
L4+2
fM2
G+3
G+2
Ga1
G+2
G+2
C4+2
CN2
G+2
G+2
G+2
C/+2
U+2
Jemb
8
0
8
0
a
0
B
a
10
8
8
a
8
10
a
0
0
P4wok
eq
6*7
&7
6+7
7+5
1+8
7+8
7+8
7+8
748
7+6
7+8
7+6
7+a
7+0
7+8
NOTES: „"•"""•""".. "'..._..___. ____..__-_
1)POSTTIVE PRESSURES IN TABLE 2 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 3-1/4' SILL,
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 80.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
8) 4-, 3.1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1.112'
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 FORANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FED EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL OUANTN, DIVIDE BY 2 FOR PAIRS TO BE SEE NOTES 1.3 OH RATIO =
OH HEIGHT
+a d in AoeesAnl v nFTell R
INSTALLED.
Sill Helghtto Max. (+) D P
(Water lnNtmtion Rating)
SIIIRiser Haight
(+)pasi9n
(Flar Box, see
Pressure, pal
Sheet 17)
Flat
ush-1-1/T
gas rrote3
LEW-2-172•
+46.87
High-4"
+60.0
THE FOLLOWING STILL
4 AbI lutsinl
n1.. arw,.a oc
Straight Astragal
Loclothe aO
so -Astragal
...........
Loakstlla@
135-Asragal
Inckstle@
Interlock
Phaok
LocksHle@Jamb
Assembly
Straight Astragal
Assembly
90'Astmgal
Assembly
135'Ammital
Heavy -duly Stiles
7,ayy7duty5dle
Heavy-duty5tile
Heavy-duty stile
Heavy-duty 501e
HeaWduty Stlle
Heavy-duty5tile
Heavyduty5tlle
Heavy-duty Sale
Standard Astragal
outride Carver
outside
Inside
Corns{
Corner
kinkj
aJ�4a
'
Ger
011tside
Inside Corner 1 I
Comer
Pan 1161 (R)
Part 061
Part061
Part p63 (Sale)
part 96T(A4ragal)
Part861
Part 061(S61e)
Pan BI38 (Corner
Part#119 (Out)
part N120 (In.)
Part 061(Stile)
till Ag32
Part W61
Receiver)
COParts
( rn.&Fad Mount)
(9f7)Mo-lasu
cOm. DFAllm u9]ae
aDD7M
I. SGD - LM IMPACT
arem
7 + 22 1 PGTO130
NUM. PANEL WIDTH -7'
DLO HEIGHT=
OH LENGTH DOOR UNIT HEIGHT - 10.125"
PANELHEIGHT=
DOOR UNIT HEIGHT-1.868-
SI OH RATi021` p9 wROOUOT REVISED
PIYyInifM1 iM1e Pladda
L eulll
G lNo CPdP
No. 17.0420.12
expiration "02/17/2020
OH LENGTH
�
* : NO, 58705
A.
TABLE 3: a
Design Pressure (DPI
1'
Intl Anchor Quantities Required, (Tor all approved configurations on Sheets 2 & 3)
Maximum DP shown below
j�
Far emu as0e®al anchorage an 90°ar136° ewer unip, a. ah"I I I
(May be llmded by Table 3A)
Door Unit FU hl
b Glass types 4, 4A,
BV
6V
>b' 96-
In-
108°
Table applo
BA, 7, 7A, B A N ntl the
I 6 D 0
]3-7I8' DLO
-7lB" DLO 8 O
91-7/B" DLO
97-7/B' DLO
6,
SuVAYtmgal types shoan balm¢
Anehol Gro
Anchor Grp
Amherst Mchpl Group
Mchpr Group
Anchor Ora up
B C 0
A B C D
A B C D A B C 0
A B C D
A B C 0
ors n re
C4+1 C +1 C4+1 C4+1
aFBp.0
C4a1 C4+1
f
CA+1 CA+1 CAN C4+1 C411 D1+1 G7+1 CAN
C4+1 C4+1 C4+1
CCai C4+1 C4+1 C9+1
�°
1]°
Heetl/Sill
wslift
C4+1 C4#t
8
e 8
B B 8 0 B 8 0 B
In
10 10 10 10
10 10 t0 10
DLO
Jamb
1 B 8 B B B
7+8
T+e ]+8
748 7+a 7+B 7+B 7+8 AB 748 7+B
8+9 I a+9 8+9 Ba9
8+9 8+9 1 8+9 1 6+9
P-MOk
Das nPmasdm
'6+7 1 6+7 1 a+] 6+7 7+8
I
1
0 Par
+f-82.6 Per
+1-76.0 Pat
H4edfSM
C4+1 C4+1 C4+1 C4+1 4E. CAN
C4N C4+1
C4a1 Gt+1 C7+1 C4+1 C4+1 G+1 CAN G141
C4N G+1 C4a1 G+1
C4+1 04+1 C441 CO1
DLO
Jamb
a 8 e B 8 e
0 8
10 8 0 B 10 8 'e 0
10 10 f0 10
10 10 10 10
PPook
18+7 e+7 6+] Ba] ]+8 T-a
]+B ]+B
]48 7+0 AB 7+e ]+6 7+8 7+8 7+B
aa9 8+8 8+9 8+9
8a9 8+9 aa9 8+9
$+
(Aagn Pmaaure
+/ap.0 /
+1412.5
Pst
+/-76.0 of
st
29°
11.01301
Cd+1
C4+1
C9+1
C4+1 C4+1
CAN
04+1
C4+1 G+1
C4+1
CAai
C4+1
C5+1
C5+1
CAN
CAN
C5+1
C5+t
C4+1
G+t
C541
CPN C441
C4+1
°
DLO
Jvnb
HO
B
B
B 10
8
B
0 t0
0
8
e
12
10
B
B
12
10
10
f0
10
10 10
10
le
P-hoak
�6 7
6+7
fiN
a+] 7+0
7+8
]+B
748 '+a
]+e
7+8
7+0
Bag
8+9
8+9
0+9,
aa9
B+9
8+9
&e
W9
Bie 0+9
0+9
E
Dea nFree..
I
+F90,0 f
+F82.5
psf
H-]&O P.
36'
Heedfslg
CN2 C4+2 CA+2 W+2 C4+2 CA+2
C4+2 L4a2 92 C2+2 C6+2 C5+2
CS+2 CA+2 C642 C5+2
C6+2 M+2
C5+2 CN2
C5+2 C5+2 C6+2 C6+2
OLO
Jamb
Ii0 B a B 10 8
fi 0 12 10 9 9
12 10 6 B
12 10
to 10
12 t0 10 1a
P4wOk
17+8 7+8 748 7+0 7+9 7+8
NB 7#0 8+9 0+9 8+9 8+9
0+9 6+9 849 6+9
8a9 0+9
8+9 8+9
B#9 B#9 B+9 Ba9
L§sgn Pre...
I4/-00.0
f
Sea NofeA a:
H402.6
of
+F]SO psf
41°
He¢d16111
C8a2 C6+2 C4+2 G1a2 C5+2 C5+2
C6+2 C5+2 C 4-2 C6+2 a+2 CSY2
CB+i +2 +2 CS+2
C6a2 Ca+2
C6+2 C5+2
C5+2 C5+2
06+2 CB+211
DLO
Jamb
110 8 B 0 12 1e
B 8 12 10 B 8
14 12 0 e
14 12
10 10
14 10 10 10
P-task
17i0 ]+B ]+8 71B 8+9 8+9
8+9 t1+9 8+9 a+9 8+9 8+9
9+f0 9+10 +i 9+10
9+10 9+10
9N0 9+10
9N0 9N0 9+10 9+10
NOTES;
1) POSITIVE PRESSURES IN
2) WHEN USING THE 2-1/2'
DP IS 60.0 PSF MAX. WHEN
UNCHANGED). SEE TABLES
3) 4% 3-114° AND 2-1l2° SILL I
MUST ONLY BE USED WHEF
TABLE 3 MAY BE USED WH1
BUILDING CODE (SEE ADJA
4) SEE SHEETS 10-14 FOR F
6) DOOR SIZE TO COMPLY t
6) JAMB ANCHORS ARE SPE
EXAMPLE ON SHEET 9
HLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
LIPOSITIVE WATER DP IS 46.67 PSF MAX WHEN USING THE 3-1/4°. SILL, POSITIVE WATER
NOM.PANELWIDTH-7°
ING THE 4° SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
GETS ARE TESTED FOR WATER INFILTRATION WHEREAS THE I-1/2°SILL IS NOT AND
DOOINIH
DOORR UEIGHT-10.126°
NITT H
WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TIE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
UT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
DOOR UNIT HEI GHT - 1.866'
IHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
,H CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
FIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
•I
THE FOLLDWING BIILBtt
'Interlock
A5ltWlfHL
P-hook
11.a arwuoc uoc�r..,.,..,,..��������•-.--.---_._...._.._
Locksdle@Jamb
5tr418ht Astm8al
Assembly
Lod¢Iile@
SValght Astragal
90'Astrage
Assembly
Lackstlle@
90'Astragal
05°Astragal
Assemhly
LocWlle@
135•Astragal
Heavydury Stiles
Heavy-dury'Stlle
II
II
Heavy-dury5tlle
HeavyAuty Stlle
HCavyAU1YAstra98l
Heavy-dury5tlle
.
Heavy-dutystlle
outside Comer
Inside Comer
Heavy-dury5tlle
Cuts itle
Comer
Corner
HeaW-duty Stile
Inslee
Corner
Outside
Corner
Heavyduty5tile
Part861(x2)
PartN6i
Part p6l
Part N61 (S6Ie)
Part p661Astrdgal)
Part961'
Parte6115tl1e1
411011]d�r)mer
part dl]9 (Out)
Part0120(In.l
Part tso61 (Stile)
(Con&BFdMont)
Partp61
CEnr.OFAUlN A2B19d
se0470 I MS I 8 a 22
Taal F 9A
SIH Helghtto Max. (+) DP
(Water InChatk l Rating)
SIB Riser HeightI
(Flat or Box, seeSheet
17)
Flush-l-1/2°Low-2-1YL°Medium-34WHigh-°
SEE NOTES W
OH LENGTH
OH RATIO 21
OR RATIO= OR LENGTH
OH HEIGHT
PRODUCT REVISED
n.im.pl In� with the Fladda
leo
NOA-Nw 170420.12
C ,ha0ee barn 02/17/2020
'. No. 58706tr
T'. 9TA EOF']72/��
.. Sa� oR1oA....G`2��
.v 'IrONAI I.N s` �
A. LYM4 MILLER P.E.
P.C156,as
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 IO
REQUIRED® (PERPENDICULAR TO GLASS SEE"C5"CLUSTER DETAILS, FOR ASTRAGAL
SPLICE DETAILS, SHEET 10 FOR REQUIRES "C6" SHEET 10 FOR INTERLOCK
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET T INTERLOCK 24" MAX. O.C.
THIS POCKETS AND .�..I 4W NOM. CLUSTER, SEE
SHEET SEE POCKET (10)P-HOOK--___ x y�PANEL WIDTH DETAILS, SHEET I7 xx xx
�•' _ Ti WMAX.
JAMB MOUNTING o1--r x
INSTALLATION, ADAPTER 9°MAIL , x xx x xx xxx" xxx x x�
"• THIS SHEET ANCHORS MIDWAY i 0' WMAX xx.
&SHEETI4 BETWEENP-HOOK o� 4PAIRS OF
ANCHORS & AT 3" 1 x= FRAME ANCHORS
FROM TOP& 14'MAX. O.C. CI ANCHORS OF (TOTALS
' BOTTOM ig� I i0l 0 UNIT x 21"MAX ANCHORS)
4.051" 'MAX.TOOPENING imp (')®=P-HOOK HEIGHT O.C. PERJAMB
EDGE OF POCKET SEE � i I01 I .O.(1 A ANCHORS x � (DSEEAIJAMB
INSTALLATION
DETAILS'JC&'Ke, q= ® I M0=P-HOOK BELOW)
It o END PANEL SHEET I4&PART 73
i X MOUNTING x
ANCHORAGE DETAILS Wilk'K', i 1 ®j o, 3^Mrv(. ADAPTER L
24° MAX• (2 ANCHORS) SHEET 19 FOR 1 AkX t I ANCHORS x
O.C. P-HOOK --_ _8 _MAX `
ANCHORS ANCHORA¢F77 • x, xx xx x xx xxx xx xxx xx xxx SKETCMB EOW)E
ANCHORAGEGE
1
(SEE SKETCH BEIST00 n. �y2• �•+1 ANCHORAGE
CENTERLINE 9^MAX., TYE. ANCHORAGE ANCHORAGE- ANCHORAGE ANCHORAGE
OFPANEL I 2.W
24'MAX, EXAMPLE'S -PANEL 2TRACK 90°OUTSIDE CORNER-pXX/XXO-EXT MOUNT POCKET ANCHORAGE PLAN:
O.C. 49°X9fi"NOM.PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3. SHEET 8) 6' SPLICE NOTE:
14 ANCHORAGE EXAMPLE NOTES: - MAYBE
ANCHORSS ANCHO NON-STRUCTURAL
ADDED
1
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
T--
2) ANCHOR LOCATION SPACING FORANCHOR
t
QUANTITIES SPECIFIED IN TABLES 141 SHEETS 6-8'
98°
J
CENTERLINE OF
•
INTERLOCK HEAD & SILL: S• MAX. FROM FRAME CORNERS.
NENOM
PANEL
-
USE SPECIFIED CLUSTER FROM APPROPRIATE
SEE'C5"CLUSTER
WIDTH
TABLES, SHEETS 6-6 AT EACH INTERLOCK AND
DETAILS, SHEET IO STRAIGHT AND CORNER ASTRAGAL LOCATION,
FORINTERLOCK PLUS SPECIFIED QUANTITY OFADDITIONAL
•+2^ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
_"
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
am
EXTERIOR
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IF A SPLICE
P1.
OCCURS AT THE P-HOOK.
MAX
PRODUCT REVISED
O.C.
as aemplrin� Me Florida
Building ^
NOA N0.wiM
eo 17-0420.12
5.64"
R.'Ira6on Oat 2N7/2020
S.
Br
Mlam oa ,aquae can
:ENTERLINE - JAMBS & P-HOOKS: W MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14' MAX. ANCHOR
DF PANEL O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES"SHEETS 6.8. SEE 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
REQUIRES CENTERLINE
SEE"C5"CLUSTER END PANEL ANCHOR PAIR
EQUIR SEER, SEE CENTERLINE CENTERLINE
DETAILS, SHEET IO ANCHORAGE
DETAILS, SHEET II IN FORASTRAGAL OF (2 ANCHORS) IT,
IASTRAGAL --.{ MAX.
, I vi 1 Fr— 35° I I I I
I�CENTERLINE
OF PANEL 3
SHEET 11 FOR OTHER
OF PANEL
COW.. OF AM. ISKS6
"+2°ANCHORAGE-/ I aiOF PuacnuANEL rvc5
..y.
ANCHORAGE SPACING & EXAMPLE PLf
7ERIES770 ALUM. SGD-LM IMPACT
® m",s a
s m NTS 0 a 22 PGTO130
�. ,T Nu 59705
I
I
I
ASTRAGAL OR 6' DWG.
ASTRAGALOR SPLICE LOCATION MIRAGALOR (FOR SPLICE SPLICELOCATION 2.04°
L.� INTERLOCK CONDITION, USE INTERLOCK-^f'�IF NEEDED 2.04'
INTERLOCK--, IF,NEEDEO -`1 4ii#i
CENTERLINE I i• CENTERLINE 'LB°CLUSTER DETAIL) EIOERIOH g'OIAG.
3.6" T" 7" 21" YA
ag
EXTERIOR
IA D.C.
2.04° 4' 21°
2.04' T' F fi.64' MAX
4'DIAG. O.C.
EIOEMOR 7.
E%IIE�RIOR J1� J1, g° MAX.
v 2-TRACK FRAME HEAD/5ILL `a 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SRL rr�� 5.64'
Ca]TRACKASTRAAL OR INTERLOCK QASTRAGAL OR INTERLOCK Cab ASTRAGAL OR INTERLOCK �p.TRA'K FL
(USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 8 CLUSTER FRAMEJAMB g• glgl(,
a.l.nRst ARF RMUIRED."C4') ANCHORS ARE REQUIRED,-05-) ANCHORS ARE REQUIRED, CB°) ANCHOR PAIR ,r
ASTRAGAL OR �
INTERLOCK_4 I
CENTERLINE !
a• DwG-
E%iTETRIOR
v 4-TRACK FRAM
A •C41
LOCATION
1.75'
ASTRAGAL OR (FOR SPLICE
INTERLOCK +•1 CONDITION. USE
CENTERLINE 'CB' CLUSTER DETAIL)
dit
4.06"
ExTEw R DIAG. IXD
V 3-TRACK FRAME HEAD/SILL V
( ASTRAGAL OR INTERLOCK.
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, -05')
ASTRAGALOR II (FORSPLICE
INTERLOCK '�I CONDITION, USE
CENTERLINE "CB" CLUSTER DETAIL)
3.5" 1 �—
1'
EMERWOR
V
( 7' —.
4-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6')
roR
I 4-TRACK
ASTRAGALOR SPLICELOCATION
6'DIAG. FRAMEJAMB
ANCHORPAIR
INTERLOCK IF NEEDED
204°
CENTERLINE
3 g"
7' —
ANCHORS MAY BE INSTALLED
21"
EITHER IN THE EXT. OR INT.
MAX.
TRACK(INT. SHOWN)
"DIAG
O.C.
204'
NOTES:
1. ALL DIMENSIONS SHOWN
5'�" ARE BASED ON MIN.
3.5'
ALLOWED.
3.5' 8' MAX
2. FOR HEAD OR SILL SPLICE
3-TRACK FRAME HEADISILL
L0CATIONS/ANCHORAGEAT
Cab ASTRAGALORINTERLOGC
P-H0OKSEE SHEET 9.
ANCHORS ARE REQUIRED. C6 h
3T A_NCHOR ME
PAIR
PRODUCT REVISED
ompI Iog with the Florida
9uIlNne iotle
ASTRAGAL OR ( FOR SPLICE
FOR SPLICED
CONDITIONS ONLY.
Now -No. 17-0420.12
INTERLOCK^ -I
USETHICONDITDETAIL)
USE THIS DETAIL)
SPLICE LOCATION
Expiration uat 211711020
CENTERLINE
'J
tt
e —
IFNEEDED
+1 3.5' I+-
9y i
Jam_
�__ 7' —rl '.--'-I 3.5' 1
4-TRACK FRAME HEAOISILL
aQ ASTRAGAL Oft INTERLOCK
(USE WHERE
CLUSTER
ANUHUICE AKE R QUIIRED,') 06
WITH &
° sca7m MS 10 • 22 PG7Df30 C
No. 68705
A7E0 lV�:
,�0RI0A,: rj
m,nnlo
VV aj 1.
6.12"I III' II�11� ���-,��I
2.pq. J E%IEwOP /\l
90-CORNER
2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'
4-
4.. 9.5• 4' 3.6° q. '+2-ANCHOR
ER R
2.04' ] 2.04' ExrEwoR 4' 2.04' E)OEWOR 8.94° ///"""
IO
90° CORNER 135' CORNER 135° CORNER 2.04- 4-DIAG.°
2-TRACK FRAME HEADIS91 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3,5• I
(USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I CENTERLINE
ANCHORS ARE REQUIRED,'C6`) ANCHORS ARE REQUIRED,'M ANCHORS ARE REQUIRED,' C8') f OFPANEL
E RICR WMFtlOR
4.08' •+1'ANCHOR "i3'ANCHOR
3,5• IWERIOR 7.41°
7` 135' 2.04° 4° DAG.
EX ERIOR
W74-
7- '
3.5'4.08' 4.08'7".3] G. CENTERLINE
CENTERL/NE �OFPANEL
3.5' 4' OFPANEL 2-TRACK FRAME HEAD/SILL
ON INTERMEDIATE ANCHOR LAYOUT
IOEVER,..INIEwa9y2°ANCHOR E%i6UOR ALL
90-CORNER 135- COME R n VIEWS
3-TRACK FRAME HEAD/SILL 3-TRACK FRAMEHEAD/SILL V
('CB'ANCHORCLUSTERREQUIRED ('C6`ANCHORCLUSTERREQUIRED
AT ALL&TRACK CORNERS) ATALL3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
OwHdI., CotleWIN Nc Florltla
RIOP .6.12' IMERIOR 2.04' NOw-No. 17-0420.72
2.04' 1 . 3.5° ` CENTERLINE
Expiration Ontn 02/1712020
q. RxTER10 Imo$ 5,68' I�OFPANEL 0y
Mlaml-One mtluct Centro
INrearoP p• 35. 135° °+3`ANCHOR
q. D4°
7°
0 3.5'
6.12' G. 6.12,
7' a ew
3.S 4' R❑
2.04' ExlEP10R 7' 4'DIAG. E% R*M 4° 3.5• II�CENTERLINE ; ONY LYN,y 1,�
2'� I OFPANEL ��'•�\CEN '�� '!
90-CORNER 135-CORNER Qa'
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL �`
(-CT ANCHOR CLUSTER REQUIRED ('ET ANCHOR CLUSTER REQUIRED INTERN DATE ANCHOR DLAYOUT = *; No. 58705
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3-TRACK SIMILAR)
NOTES; =A0 A ��f
TALL DIMENSIONS SHOWN ARE EASED ON MINIMUM ALLOWED. lo7o rerwo[ppvvwvE mml°. �.p OF
2. DE DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N. vEwcE,R:.wm ANCHOR4GE EXAMPLE CLUSTERS ?dy,'•.. <aRlo?,:'�@�:
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS. g111r4o-fEao G
m n: olx eERr. oFAurrt4emeePuTl=m
SERIES 770ALUM. SG'O-LM IMPACT �""NALIEN��.��
42 04RY1] C NOtlLWOESTHISSNEST. w w.r orox. r A. LYN)�DER PE
7 10H6Yq mm.,�nmI NTS 1 11 n 22 PGT0130 C P.E4 MM
INSTALLATION DETAILS
EMBEDMENT. SEE TABLE A. SHEET
EMBEDMENT: SEE TABLE A, SHEET I
MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
TI-E: METAL SUBSTRATE
SSE TABLE A, SHEET
SEETABLE A. SHEET I
SEETABLEA, SHEETI
p1 2-1/i6"'
2-1/16°•
1M°
2-1/i 6"'
NOTES:
o MAX
MAX
o rSHIM
�ROR
MAX. SHOWN ARE BASED
MA SHOWN
SHIM ON MIN. ALLOWED.
SHIM
EXTEWCR
2. METAL OR WOOD
iMBEDMENT: i
r
SUBSTRATES MAY BE
iEE TABLE A, JJ
USED FOR ALL FRAME
SHEETI yjOOD ANCHOR TYP.,
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
TYPES PER TABLE A,
SHEETI.
2X WOOD SEE ANCHOR NOTES
TVP.,=ANCHOR SEE ANCHOR NOTES
SEE ANCHOR BEE ANCHOR NOTES
TYP., SEE ANCHOR &TABLE A, SHEETI
NOTE 3. SHEET &TABLE A, SHEET
NOTE 4, SHEET &TABLE A; SHEET
' DIAGONAL O.C. IS
NOTE 3. SHEET 1
2-TRACK FRAME HEAD
®3-TRACK FRAME HEAD
®-TRACK FRAME HEAD
4
MIN 4- (HEAD 8 SILL)
® WOOD INSTALLATION
Bur WOOD INSTALLATION
Cw METAL INSTALLATION
OR 6'(JAMB)SEE
WOOD ANCHOR TIP..; 2X WOOD
WOODANCHORTYR, . 2XWOOD
SMSANCHORTYP., METALTYP.. DETAILS, SHEETS 108 II
SEEANCHORNOTES�TYP., SEE ANCHOR SEE ANCHOR NOTES TYP., SEE ANCHOR SEEANCHORNOTES SEEANCHOR
& TABLE A. SHEET I' NOTE 3, SHEET
&TABLE A, SHE ET/ NOTE3, SHEETI
SEE &TABLE A, SHEETI NOTE 4, SHEETI
SEEANCHOR
SEE
ANCHOR
ANCHOR
MIN. OF 3 THREADS BEYOND
i�l
NOTE 6, SHEET
NOTE 5,
NOTE 5,
THE METAL SUBSTRATE
1 AX)
SHEETI
-:
SHEETI
..... - . : .. ...
T -
(1!4" MAX.) ... u -
( )
FMERp6 II
E�TEpIOR
MERIOa t
EMBEDMENT: SEE
iI
�2-iMe°'
TABLE A. SHEET
2-1/18"
2-IMs"'
EDGE DISTANCE:
EDGE DISTANCE:
EDGE DISTANCE:
SEE TABLE A, SHEET 1
SEE TABLE A, SHEETi�1
SEE TABLE A. SHEET 1
EMBEDMENT: BE TABLE A,SHEETI
EMBEDMENT: SEE TABLE A, SHEET
@WOOD
SILL
4 METALCNSTALLATION
�E
INSTALLATION
Ew WOOD INSTALSILLLLATION
EMBEDMENT: SEE
PRODUCT REVISED
!
TABLE A, SHEET
o mplying with tho Flori°g
emmmg on.
EMBEDMENT: SEE
xoa-xo. 17-0420.12
TABLE A, SHEETI
EDGE DISTANCE:
exolrxeoc Dxm 02717/2020
I-
�j
SEE TABLE A.
I
METAL TYP., SHEETI
ey
EMBEDMENT: SEE
EDGE DISTANCE:
SEEANCHOR
TABLE A, SHEET
TANCE:
SEETABLEA,NOTE
4, SHEETI
2X WOOD2X
BLE A,TYP.,
WOOD SHEETI
SEE ANCHORETI
TYP., SEE ANCHOR
2 1M6—
NOTE3.SHEET1NOTE
3, SHEET 1
SMSANCHORTYP..
SEE ANCHOR NOTES
2.1/16°•
&TABLE A, SHEETISEE
WOODANCHORTYP..
MIN.OF3TANCHOBLE
ANCHOR NOTEBWOODANCHORTYP.,
ANCHOR NOTES
THREADS&TABLE
A. SHEETISEE
A, SHEETI
ly
EXTERIOR BEYOND THE ,�`� p......L....E
RIOR
1-I1/4'
METAL
15 SUBSTRATE
`` g� UCEMB ,
MAX. SHI-�-
v !
fv1 1!4- MAX. SHIM — 41�—
1/4" MAX SHIM F.—
�'; NO 56'105 :�
Mf)4B W
CERT, OFAVTM, 6
12 n 22 1 PGTO130
I
B
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET I
EMBEDMENT: SEE TABLE A, SHEET I
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
EDGE DISTANCE: SEECONCRETE
CONCRETE*SEESEE
SEE TABLE A, SHEETI CONCRETE
SEE TABLE A. SHEETI
SHOWN ARE BASED
ETI PER TABLE
PER TABLE
p-I/1g•• PER TABLE
2-1/Ig"•
ON MIN. ALLOWED.
6"'
A, SHEEP 1A.SHEET 1
SHEETI
A,SHEETI
1/4"
• DIAGONAL O.C. IS
-'�Mom'MIN4-(HEAD&SILL)
SHIM
OR 6"(JAMB)SEE
DETAILS, SHEETS
EMBEDMENT: 1/4" EXiERIOIi 1/4' EXTERIOR
10 & 11.
SEE TABLE A,(�I
(�I
SHEETIS M `r SHIM`r"PROPERLYTE ANCHOR TYP., PROPERLY SECURED 1 X CONCRETE ANCHOR TYP.,
PROPERLY SECURED IX CONCRETE ANCHOR TYP.,
WOOD BUCK TYP.,HOR NOTES &
WOOD BUCK TYP., SEE SEEANCHORNCTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
ANCHOR NOTE 3. SHEET I TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET I
ANCHOR NOTE 3, SHEET I TABLE A, SHEET 1
NCRETECK EIINM1STALLATION
FRAME HEAD
TON�CRETE
RETINE AME INSTALLATION HEAD
CONCCK
CO
ec CAD
INBTALLATION
Co
CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.. PROPERLY SECURED IX
SEE ANCHOR NOTES& WOODBUCKTYP., SEE SEE ANCHOR NOTES& WOOD BUCK TYP.. SEE SEE ANCHOR NOTES& WOODBUCKTYP.,SEE
TABLE A, SHEETI ANCHOR NOTE 3, SHEET ITABLE A, SHEETI ANCHOR NOTE 3, SHEET I TABLE A, SHEETI ANCHOR NOTE 3, SHEETI
SEEANCHOR SEEANCHOR SEE ANCHOR
NOTE B, SHEET NOTE 5, NOTES,
1 (1/4• MAX) SHEETI SHEET 1
T I (1/4'MAX.) 1 (lW MAX.)
E%TEWOR
I ,. J. EXTENOR 'Y 1 X(: RI ` t
CONCRETE
�l 2-1/16— • '� 2-1/16' • 4 2-1/isPER TABLE
EDGE DISTANCE: PERTABLCONCRETE EDGE DISTANCE: CONCRETE EDGE DISTANCE: A, SHEETI
SEE TABLE DI SHEET 1 E SEE TABLE A, SHEETI PER TABLE SEE TABLE A SHEET 1
EMBEDMENT: SEE TABLE A SHEETI A. SHEETI EMBEDMENT: SEE TABLE A SHEET I A, SHEETI EMBEDMENT: SEE TABLE A SHEETI
®2-TRACK FRAME SILL ® 3-TRACK FRAME SILL ®4-TRACK FRAME SILL
CONCRETEINSTALLATION Ec CONCRETE INSTALLATION CONCRETE INSTALLATION
EMBEDMENT: SEE PRODUCT REVISED
TABLE A SHEET 1 6uIcEIn5lyI= with me Mild.
EM6EDMENT: SEE NOA-No. 17-0420.12
TABLE A, SHEETI ^1 1. DGE DISTANCE: ezpineon oab 02/17/2020
JEG�GEDISTE: pROPERLY SECURED SEE TABLEA,
EE TABLE A, SHEET1EMBEDMENT:SEE CONCJCMUANCHOR 1XWOOD BUCKTYP., •TABLEA.SHEETI TYP., SEE ANCHOR SHEETI SEE ANCHOR NOTE 3,PROPERLYSECURED DGEDSTANCE: NOTES &TABLEA SHEETI'SEE TABLEA. SHEETI/16 1/1 fi"• 1%WOOD BUCK TYP., SHEET 1 `L troll nnlrunR " 2-
._. _-----SHEETI ! f TYP„SEEANCHOR
�,. 2-1/16"• PROPERLY SECURED NOTES&TABLE A.
>NCJCMU ANCHOR IX WOOD BUCK TYR. SHEETIV�_
CONCRETE
TYP., SEE ANCHOR SEE ANCHOR NOTE 3;FIA
CONCRETE OR CMU �µllulDflf
NOTES & TABLE A, SHEETIOR CMU
CONCRETE EXTERIORPER TABLE ; ` �S,O„......... ,�
EXTERIOR SHEETI OR CMU E IO PERTABLE nA, SHEET 1 �mt
IT-1I PERTABLE ��T7, SHEETIV 'P
VV4'MAX.SHIM %"-- p, SHEETI V lie MAY, SHIM III -+--No. 5670.5
11V MAX. SHIi #
2-TRACK FRAME JAMB 3-TRACK FRAME JAMB 4-TRACK FRAME JAMB =V fQ —
CONCRETE/CMU INSTALLATION CONCRETEICMU IN6TALLATION CONCRETE/CMU INSTALLATION ��Oq:. TE
Pam TECNNOLOaYDRNE O1K" - % F ". FIORI�P. •' ����
m VEmceF.stYsUrl
ANCHORAGE DETAILS
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STALLATION DETAILS
NOTES:
—1
1. ALL DIMENSIONS
FRAME JAMB
SHOWN ARE BASED
F
REQUIREDATALL
2.693°MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
,E'
TO PREVENT
DISTANCE
2. FIGURES ON THIS
EMBEDMENT: SEE
WATER
SHEET ARE FOR
WOOD FRAMING TABLE A. SHEETI
P-HOOK MOUNTING ADAPTER
INFILTRATION
CONCJCMU
ILLUSTRATIVE
n I
WOOD ANCHOR TVP.,
ANCHOR TYP., SEE PURPOSES ONLY. SEE
SEE ANCHOR NOTES
pe
ANCHOR NOTES &
TABLEABHEET I FOF
EMBEDMENT:
& TABLE A, SHEET 1
TABLE A, SHEET 1
ALLAPPROVED
SEE TABLE A.
(ALSO SEE TYP.
SUBSTRATES.
SHEETI
ILLUSTRATION, SHEET 9)
14W MIN. EDGE DISTANCE
DISTANCE: SEE
;
EXTERIGR
3. SEE TABES ia,
SHEETS FOR
TABLE A. SHEETI
EMBEDMENT:
" '. '"'' .;:
�T
REQUIREDD P-HOOK
SEE TABLE A,
! t �j
P-HOOK MOUNTING
AND P-HOOK
e
EXTEwoa
SHEETI
,
PERCNC./CMU
MOUNTING ADAPTER
PHOOK WOOD ANCHOR TVP.,
P-HOOK
-' r.;•,
'.,".:%,`)•'.::.'+
ANCHOR TYP., BEE
ANCHOR QUANTITIES.
SEEANCHORNQTES
CONCRETE CR
ANCHOR NOTES&TABLE
A, SHEETI
ALSO SEE EXAMPLE
B TABLE A, SHEETI
CMU PER TABLE
EMBEDMENT: SEE`
(ALSO SEE TYP.
ON SHEET 9.
(ALSO SEE TYP.
2.693•MIN.
A, SHEET 1
TABLE A. SHEET i
ILLUSTRATION, SHEET 9)
ILLUSTRATION, SHEEP 9)
EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
P-HOOK FOR USE WITH ANY SILL RISER
PARTS#18 420 #220R#24,
PARTS 918 028 #220R#24,
itW00D INSTALLATION
_
EXTERIOR MOUNT SHOWN,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
(SEE TABLES 1A, 2A & 3A
MAY ALSO BE INSTALLED IN
III
OR WATER RATINGS)
INTERIOR CONDITION
FOR WATER RATINGS)
EXTERIOR CONDITION
METALTYR,
EMBEDMENT:
P-HOOKMOUNTING
SEEANCHOR
P-HOOKMOUNTING
CONCRETEOR
EMBEDMENT: SEE
ADAPTER CONCJCMU
SEE
NOTE4. SHEET I: �BSEE SHEET 1 ADAPTER EMS
ANCHOR TYP., SEE
CMUPERTABLE
TABLE A, SHEETI
ANCHOR TYP., SEE
ANCHOR NOTES&TABLE
N. OF 3THREADS _LE
A, SHEETI
°.
,'.��/
(ONO THE METAL
ANCHOR NOTES
�,{{`r)., °:
A, SHEETI
SUBSTRATE
28 & TABLE A. SHEET 1
EMBEDMENT:
:
( ALSO SEE TYP.
PRODUCT REVISED
(ALSO SEE TYP.
SEE TABLE A.
a /^ y
...:.,14. ,.,
•:,
ILLUSTRATION, SHEET 9)
as comp) ing with M. Fmrlaa
ammma �o6a
EMBEDMENT:
ILLUSTRATION,
SHEETS)
SHEETI
„�.:; .,,. "�.;,- i;':
-
NOA-No. 17.0420.92
SEE TABLE A.
DISTANCE: SEE
f .,
eaPtrmlon oa 2117/2020
SHEETI
ABLE A, SHEET 1
'•
1.1W MIN. EDGE DISTANCE
11
Mlaml-0 n Protlac Control
11 30
30y
P-HOOK SMS ANCHOR TYP..
E%lEpNIR
P-HOOK CONCJCMU
EXTERIOR
SEE ANCHORNOTES
Tn�
ANCHOR TYP., SEE
fl
&TABLEA, SH�ETI
V
ANCHOR
NOTES
V
(ALSO SEE TYP.
2.693' MIN.
A. SHEET 1
2.693°MIN.
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEETS)
11
tl+llllll///
-HOOK FOR USE WITH BOX
SILL RISERS
®P-HOOK FOR USE WITH BOX
SILL RISERS
p
`�'�10ENgF
w 'PARTS #19#21#23 OR 925,
®A
Kc PARTS #18#21#23OR#25
EXTERIOR
INSTALLATION
EXTERIOR
CONCRETE INSTALLATION
..METAL
(3FETABLES IA 2A&3A
MOUNT
(SEE TABLE51A, 2A&3A
MOUNT'.7+
�]}; No. fiB786 G
F,ORWATER RATINGS)
ONLY
FOR WATER RATINGS)
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DLO
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DETAILS'Aw' &'Ad,
WIDTH
INTERIOR
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"l
NOTES:
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1) SEE SHEET 17 FOR INDIVIDUAL
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-
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PANEL
PANEL
PANEL
CORNER DETAIL N2',
TABLES, SHEETS 6-&FOR-MA%.
PANEL
TYPE
TYPE
'OS'
TYPE
'AS'
TYPE
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ANCHORAGE SHEET II
SHEETS 18 & 19 FOR SECTION
NOM.
MAX. UNIT
DETAILS AND SHEETS I2-14 FOR
MAX.
PANEL
//
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INTERLOCK DE TAIL
INSTALLATION DETAILS.
PANEL
WIDTH TYP.
9
PER
W SHEET I9
2)(1) LOCK (ITEMS 75& 107-110)AT
HEIGHT
SEE
PER
HEIGHT TABLES
ExTEmoR INtERIOR
EACH LOCKSTILE, LOCKING INTO
—NOTE
TABLES 1-3
73
I
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
c0
JAMB OETAIL'G3', SHEET
DETAILS
3) PLEASE SEE APPLICABLE
J
X
18; INSTALLATION
ASTRAGAL &INTERLOCK
X
'GW &'Gd, SHEETS 12 & 13
COMBINATIONS PER OP/ANCHOR
47
TABLES.
DLO WIDTH = NOM. PANEL WIDTH -7'
90°
DLO HEIGHT - DOOR UNIT HEIGHT - 10.125'
SILL DETAIL D', SHEET18;
INSTALLATION DETAILS
EXAMPLE: 90° INSIDE CORNER 4 PANELS
- XX/XX
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866-
'OW8'Dc', SHEETS I2&13
., �SIUCONE
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'IL2, SHEET 19 'AW&'Ad, SHEETS I2&13
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TAILS'G W &'Gd, SHEETS 12 & 13
HEADER DETAIL'A', SHEET 18;
INSTALLATION DETAILS'AW &'Ad,
SHEETS 12 & 13
JAMB DETAIL'G3', SHEET
18; INSTALLATION DETAILS
'GIN &'Go', SHEETS 12 & 13
0
n INTERLOCK DETAIL
MAX
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HEIGHT
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TABLES
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CONSTRUCTION EXAMPLE: OXXX INSTALLATION DETAILS
DETAILS SHEET IS 2( TRACK) 'DIN&Dd. SHEETS I2&13 EXAMPLE: 90°OUTSIDE CORNER -XX/XX(2-TRACK)
JAMB DETAIL'N', SHEET 18;
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'HW &'He, SHEETS 12 & 13 'Jd,'KW &'Kd, SHEET 14 GET 1LS'BW &'Bd, DETAILS'IW &' Id, SHEETS 12 & 13
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TABLES 73
2 j
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INSTALLATION DETAILS
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13
UNITWIDTH
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'GIN &'Cd, SHEETS 12 & 13
K
T
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I
EXAMPLE:>=O SILL DETAIL'F. SHEET 18;'
(4-TRACK, BY-PASS) INSTALLATION DETAILS
'FIN' &'Fd, SHEETS 12 & 13
mw
EXAMPLE ELEVATIONS
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NDA-No. 17-0420.12
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NOTES:
1)ALL ALUMINUM = 6063-TO
2) ITEMS # 33-39, 66-59, 66, ]8, 84-99,
121 & 122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL.
3) USE OF #12 OR #13 RECUIRES
MIN. #10 SMS OR 3/16°MASONRY
ANCHORS @ 24°MAX O.C.
PRODUCT REVISED
Ba umPigl.9 with M. Florida
ulldia. Code
xOA-NP. 17-9420.12
eaPlmnan Date 02H 7/2020
By
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ER/ES 770 ALUM. SGD - LM IMPACT
Dy yN
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0.062'
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(6063-T6 AL)
PRODUCT REVISED
as wmplYY'ngg With the Flaatla
EWIGln9 Goa.
140A-11o. 17-0420.12
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ff
No. 58705
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