HomeMy WebLinkAboutNOA- 7-26-16MIAWDADE 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.Qov/economx
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 complywith:., the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "SGD-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 B dated 05105116, 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,
modelfseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application•has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida,. and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 15-1013.15 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. 16-0629.06
I Expiration Date: February 17, 2020
App vb: August 04, 2016
�I�e 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 B dated 05105116, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing:
Laboratory, Inc., Test Reports No(s) FTL=8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06/20/16, all'signed & sealed by Idalmis Ortega, P.E.
Test reports on: 1) Air Infiltration Test, per FBC; JAS 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!
t door, prepared by Fenestration Testing1aboratory, Inc., Test Report- No-.; FTL4554;
dated 11/01/13, signed and,sealed by Marlin D. Brinson, P.E.
V (Submitted under NOA No.14.-0123.10) :f
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS` 202-94
2) Uniform Static Air Pressure Test, Loading per FBC; TAS•202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC„ TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by -Fenestration Testing Laboratory, Inc., Test Reports No.:
FTL-5980-R, FTL-6001-R and FTL-6015-R, which have been revised and reissued
on 12/29/09, all signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
rrJorge NL Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: ' EVIDENCE SUBMITTED
A. TESTS 1coNnNuEDl
4. 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 Reports No.: FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036, all dated
08/10/09 and signed and sealed by Julio Gonzales, P.E.
(Submitted under NOA No. 09-0826.10)
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
Edition (2014), dated 01/30/15, prepared by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
(Submitted under previous NOA No. 14-0128.11).
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. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Test proposal No. 16-0152 dated 03/09/16 approved by RER.
2. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-2
. S
t
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBNQTTED
F. TESTS (CON WU> D)
3. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated
October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,
P.E.
(Submitted under previous NOA No.14-0128.11)
4. Statement letter of no financial interest, dated October 8, 2015, issued by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
(Submitted under previous NOA No.14-0128.11)
G. OTHERS
1. Notice of Acceptance No.15-1013.15, issued to PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &1350 comers - L.M.I. approved
on 10/29/15 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
roduct Control Unit Supervisor
NOA No. 16-0629.06
Expiration Date: February 17, 2020
Approval Date: August 04, 2016
E-3
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 9001135a CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
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 WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOWS, 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.
TEST REPORTS: FTL-5980, FTL5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTLE033, FTL-6036 AND FTL-7554
TABLE A:
Group
Anchor
Substrate
Flame
Meft r
Min Edge
Distance
Min
Embedmerd
1
1/4' Eto Ultraeon
Contrite (min. Z35 Kell
ad/S Jmnb
1"
MS.
Utymuted CMU, (ASTM C-M)
Jamb only
2.1/2'
14M
Grouted CMU(ASTM C-M min. 2 W grad
Jamb only
2412•
1-w
Z
11V Eta 410 S.S.
CreteFlex
Concrete (min. 3.36 ka0
Wad/50VJamb
1"
I-aw
Ungiouted CMU, (ASTM C-90)
Jamb only
2.1/2"
1-1/4•
P.T. Southern Pine (SG-0.55)
HeadfSllVJamb
1•
1.395"
1W Eto Ultraton
Concrete (min. 2.85 Ike])
Flead/Sill
1"
I-aw
Unlyouted CMU ASTM C}90
Jamb only
Y
1-1/4'
3
512, 18-0 ar410
S.S. SMS,
(min. 11 thmaids/in)
PA Soumem Pine (SG=0.55)
Hea&SMfJamb
9/16'
1.318'
Aluminum, 6063-75•
HeadlSM/Jamb
318'
0.0e3'
Steel, A38•
Steel Stud, A653 Gr. 33'
Head/Sift/Jamb
Head(SIIVJamb
air
318"
0.05D'
0.0451'
1/4' Oco 1841 B.S.
Aggre-Galor
Concrete (min. 3.276 kel)
Head/SIIVJamb
1-1/2'
I'Mr
ungiouted CMU, (ASTM C:90)
Jamb orgy
T
1-1/4•
Grouted CMU (ASTM G9D, min. 2 ksl grout)
Jamb orgy
Y
7
P.T. Southern Pine SG•0.55)
Heed/SIIVJomb
P
I 13/8"
-
- 4
12, Steel SMS G5,
(min. 11 thmadarin)
P.T. Southern Pine (SG=0,55)
Head/SINJamb
fVi6'
1.1/6'
Aluminum, B063-T5•
Head/SI8/Jemb
318-
0.063'
Steel, A36•
Head/SINJamh 1
3/8'
1 0.056'
Steel Stud, A653 Gr. 33•
Head/Sill/Jamb I
3/8"
I 0.045Y
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND
TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
—P-HOOK INSTALLATION REQUIRES 2.693" MIN. EDGE DISTANCE, REFER TO SHEET 14 FOR
ANCHOR NOTES ALL SPECIFIC P-HOOK REQUIREMENTS.
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DALE COUNTY APPROVED ELCO
ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. GENERAL NOTES_________ 1
2) FOR OTHER SYBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET. EXAMPLE CONFIGS.......... 2-3
3) WOOD BUCK,, DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS GLAZING DETAILS ............ 4,5
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1XAND 2X BUCKS ANCHORAGE .....................6-14
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE DESIGN PRESSURES 6-8
RESPONSIBILIT'(OF TI E ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL. INSTALL DETAILS..............12-14
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT, FLORIDA BUILDING CODE AND TO ELEVATIONS .....................16.16
BE REVIEWED Y THE AUTHORITY HAVING JURISDICTION. _ PANEL /SILL TYPES.........17
5) IF SILL IS TIG T TO SUBSTRATE, GROUTRI OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NOt 14SHNK, NON-METALLIC GROUT, CROSS SECTIONS ............ 18,19
MAX.1/4• THIC & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT PARTS LIST ....................... 20
TO THE SUBST TE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD. 30# =ELT PAPER OR MASTIC IS EXTRUSIONS ................. _. 21,22
REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
TABLE B, SEE DETAILS ON SHEETS 4 & 5 DESIGN PRESSURE RATING IMPACT RATING
Glass
Type
Deseriptlon (Listed from Exterior to Interior)
G3
_
7/16" Laminated: (2) Utes of 3116" HS Glass w4th.090• PVB Intedayer
G3A
9116" Laminated: (2) Ules of 1W FIS Glass with .090' PVS tteda er
G4
7/16" Laminated: Utea of 3116' HS Glass with .090" SG Intedayer
G4A.
9116' Laminated: (2) Utes of 114" HS Glass with .09D' SG Intedayer
65
1' Laminated I.G.: 3116' TExtedor Cep + 311V Air Space +7/16' Laminated; (2) LBea of 3116' He Gloss 111th.09V PVB Intedayer
GSA
1" Laminated LG� 1/4' T Extedor Cap + 5/18' Air Spam + 7115' Laminated; (2) Utes of 3116' HS Glass w1m.080' PVB Imadayer
G8
1' Laninated La: 311U* T Exledor Ca + 318• Air Spam -V16' Laminated; (2) Was of 3116' HS Glass whh .090' SG Irdedayrer
GSA
1" Laminated LG.: 114" TExtedoi Ca +5/15' Alr Space +7/1e' Laminated; Liter of 3116" He Glass with.oW SG Intedayer
G7
7116' Lamdnated: Utes of 3113• ANN Glass w1U .090' SO Into er
G7A
9118• Laminated: Liter of 114' ANN Glass velth.09V SG bdede er
G6
I V Laminated LG.: 3116' TExledor Cep + 318" Alt S ce + 7/16" Laminated; (2) Chas of 3116" ANN Glass with .0mr SG Ntadayar
08A
PLamtrreted LG.: 1/4" T Exterior Cap +6H6•Air SPam+7/16"Laninated;9)Utes ofafle" ANN Class wah.09V SG lntedael
143J/CS, FL 31276
SEE TABLES 1, 2 & 3 ON RATED FOR LARGE a SMALL
SHEETS 6.7&0 MISSILE IMPACTRESISTANCE
STANDARDS USED:
•2014 FLORIDA BUILDING CODE (FBC), STH EDITION
•ASTM E1300.09
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
*ALUMINUM DESIGN MANUAL, ADM 2010
*'AIS1-S100-07/S2-2010
GLAZING NOTES:
"ANN' = ANNEALED
'HS' = HEAT STRENGTHENED
'r = TEMPERED
"PVB' = .090" BUTACITe PVB BY KURARAY AMERICA, INC.
'SG' = .090" SENTRYGLASP BY KURARAY AMERICA, INC.
GENERAL NOTES
-MES 770ALUM. SGD - LM IMPACT
sGtY770 NTS �1 d 22 1'
PGTO130
PRODUCT REVISED
as corn nrr with the Florida
BdidlB Code
MOA-Mo. 16-0629.06
6rptration Date 02//712020
By
Mllaml-
,PAd0 Product Control
� :'�yCENSp '••F'Q
No.58705
ir
STATE OF 4(/t1iz"
K I tfip.e
i3m58705
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH MAX. UNIT WIDTH LOCATIONS USING DETAIL "Jw", Jc", 'KW" OR "Kd INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
NOM. PANEL WIDTH NOM. PANEL WIDTH pXXXXp, p)000I OR XXXXp. OXXX IN POCKET CONFIGURATION
PER TABLES 1-3 , 3 PER TABLES 1-3 , CAN BE OXXXp.
AIN 2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATIONS.
Mr
MAX. UNR + I w MAX. UNITI i 0 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
HEIGHT / 14 I HEIGHT
PER TABLES 1-3 jS"cs�s' PERTABLES1-3 i ; B 'X'=OPERABLE PANEL,
a i "O" = INOPERABLE PANEL,
1 - I "p" = POCKET
Poci�r 1 a � PxKe7 I w DETAIL LETTER
1. ---� 1� ---� W = WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL 1�"c"=CONCRETE INSTALLATION
CONFIGURATIONS + ,a CONFIGURATIONS 1 13 LSHEETNUMBER
MAX. UNIT WIDTH
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7" -
NOM. PANEL WIDTH c NOM. PANEL WIDTH Ac DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
+ a + 1 a +a PANEL HEIGHT= DOOR UNIT HEIGHT - 1.866"
PER TABLES 1-3 PERTABLES 13
19
MAX. UNIT 1 ,3
HEIGHT s
PER TABLES 1�
/'//'
Ll
Y I
I
Jw Jc 1 Q
1 MAX. UNIT
w;�gB HEIGHT
1�01 PER
� � � TABLES 1-3
PDCKEi
-\r--�
3-PANEL CONFIGURATIONS
qgAja 1
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH MAX. UNIT WIDTH
NOM. PANEL WIDTH Ac W c' NOM. PANEL WIDTH
PER TABLES 1-3 PER TABLES 1-3
13 �
MAX. 10
UNIT 79
- - HEIGHT - 1 3 + 1
PER TABLES 1-3
?
J-
c I
f
1a 1
MAX. UNIT
a R. HEIGHT
-. .. _
19
/
TABLES 1-3
• PockEr j
�EXTERIOR
1
5-PANEL CONFIGURATIONS c
I
VBYdCF, Rat9b
1}180.l687/.OFAUTIMMN
CORNER, TYP.1—
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
-1 E PLE CONFIGURA77ONS
O= 11=a rrvnL wn. c7 vL-uW unrn I
® saD•no NTS 2 22 a"+ro PGT0130
PRODUCT REVISED
as comp Ing with the Flarldo
Bullding ode
NOA-No. 16-0629.D6
Expiration Data 02/17/2020
Br i�
Mlan f4Y00"roduct Control
ct
A. LYNN MILLER P.E.
P.E.S 58705
EXAMPLE CONFIGURATIONS
MAX TESTSTEDD UNIT WIDTH =
E96'HEIGHT
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLEAS
355 7116
'POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4° @ 120" HEIGHT
LOCATIONS USING DETAIL'Jw', "Je, "Kw- OR'Ke INSTALLATION.
NOM. PANEL WIDTH
t
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 1-3
-���---
p)000(p, p)000(ORXXXXp. OXXX IN POCKET CONFIGURATION
j
CAN BE OX)Xp.
t y
t
s
w c 1
i 14
2) 90" & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
c
MAX. UNIT t t
a
j& c
OF ANY 2 STRAIGHT CONFIGURATIONS.
HEIGHT, 1
96" OR 120"
/j
0
�
W°d"
_
�
t ku�
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
POST i
'R = OPERABLE PANEL,
"O"
J
= INOPERABLE PANEL,
'p' = POCKET
6-PANEL
CONFIGURATIONS..
_1
a 1 3 1 13
-DETAIL LETTER
MAX. UNIT WIDTH
WOOD OR METAL INSTALLATION
V le = CONCRETE INSTALLATION
A.
NOM. PANEL WIDTH
t
SHEET NUMBER
PER TABLES 1-3
Jc
DLO WIDTH =NOM. PANEL WIDTH -7'
t3
is
t9
1a
I
DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
y y
Kip
is
a
is
g & e
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866-
MAX 'UNIT
HEIGHT
is
Z
i
PER TABLES 1-3
�
I
I
' POCKET j
..
NOM. PANEL WIDTH _
PER TABLES 1-3
MAX. UNIT t t
-HEIGHT t i3
PER TABLES 1-3
7-PANEL CONFIGURATIONS
��
m
m
aJ
ik7
iEl
�E7
8-PANEL CONFIGURATIONS
f0MTEChW0L0DYDRW
N. VFNK.E R JaN
/sll}�eatsoo
OERT. OFAUDL/zmw
ERIES
Anse
SCD-770
F. OLYU - uw livnrHw
.c am++ow
3 d 22 PGT0130
PRODUCT REVISED
as com IyIng with the Florlda
Building Cado
NOA-No. 16-0629.06
Egiirotion Dato 02/1712020
69 i'�
MIamKD,mduct Control
' .
3. `37a
A LYNN MILL6i, P.E.
REP 58705
GLAZING DETAILS (G3,
G3A, G4, G4A, G5 & G5A)
7/16" NOM.
7/16' NOM.
1' NOM.
3/16" HS GLASS
3116" HS GLASS
3/16' HS GLASS
.090' PVB
.090" PVB
.090" SG
3/16" HS GLASS
3/16" HS GLASS
74 3/16" HS GLASS
74 3/8"AIR SPACE 74
..3/16' T GLASS
82
82
—
83
EXTERIOR
3/4" NOM. EXTERIOR _
3/4' NOM.
3/4' NOM.
GLASS
GLASS 124 127
BffE•
BITE• GLASS
BITE
EXTERIOR .
60
8D
a
7/16" LAMINATED GLASS, TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS, TYPE G5-
9/16" NOM.
9/16' NOM.
1" NOM.
3/16" HS GLASS
1/4" HS GLASS
- 1/4' HS GLASS
.090" PVB
,090" PVB
.090" SG
3/16" HS GLASS
1/4' HS GLASS
74
1/4' HS GLASS
7q
5/16" AIR SPACE
74
1/4" T GLASS
82
82
83
314" NOM.
"'
3/4" NOM.
EXTERIOR
GLASS
EXTERIOR
GLASS
314" NOM.
a124127
BCEa
BCE
GLASS
EXTERIOR'
BITE
PRODUCT REVISED
a
as wmplying with the Florida
Dullding Code
81
81
NOA No 16-0629.06
78
54
54
Expiration Date 02/17/2020
55
BY
MIaM1jTWb Product Control
9/16" LAMINATED GLASS, TYPE 133A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
GLAZING NOTES:
3 11
?��
"ANN" = ANNEALED
t�1 SFr2
"HS" = HEAT STRENGTHENED
ido, s3:05
"T'=TEMPERED
PVB" =.090' BUTACITE PVE%Y KURARAYAMERICA, INC.
r
"SG' = .090" SENTRYGLAAY KURARAY AMERICA. INC.
—�; g �(� `: _~
JR
,,
0565016
a
SPACERS.
t6767EciwoLoornrrrvE'[P�GLAZING
DETAILS
-
^
x vEmce ✓isms
POIH80.16M
SERIES 770_ALUM. SGD - LM IMPACT
eF
JR
ae"
16/f0/14
a.me
oewc
..
:CERT. At/111 P19276
SGD-770
N7S
4 -22 a�a
PGTO130
B
A. LYNN MILLER. P.E.
P-F�58705
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
1" NOM. 7/16" NOM.
1' NOM.
3/16' HS GLASS
3/10" ANN GLASS
3/16' ANN GLASS
090' SG
.090' SG
3/16" HS GLAS
.090' SG
3116' ANN GLASS
3/8• AIR SPACE
74 3/18' ANN GLASS
74 318"AIR SPACE 74
3/16" T GLASS
3/16' T GLASS
—
82
Za
�
3/4" NOM. EXTERIOR
3GLASS NOM. 124-127GLASS
124127
GLASS a
BITE
BITE
BITE
EXTERIOR
EXTERIOR
a
80
1
79
78
55
54
55
1" LAMINATED I.G. GLASS, TYPE G6
7116" LAMINATED GLASS, TYPE G7
1" LAMINATED I.G. GLASS, TYPE G8
1' NOM.
9/16" NOM.
1' NOM.
3/16• HS GLASS
3/16" ANN GLASS
.090" SG
1/4' ANN GLASS
.090" SG
3/16' HS GLASS
09D° SG
3/16' ANN GLASS
5/16" AIR SPACE
74
1/4" ANN GLASS
74
5/16" AIR SPACE
74
1/4' T GLASS
1/4' T GLASS
82
-
83
83
i
3/4" NOM.
3/4" NOM.
EXTERIOR
GLASS
3/4" NOM.
124127
GLASS
BITE
124127
GLASS
BITE
-
BITE
PRODUCT REVISED
EXTERIOR
„'
as co
C11etxlth the Florida
EXTERIOR
13 Ulkug
78
81
NOMNo.CCoodd 16-0629.06
54
70
Expiration Date 02/1712020
55
65
BY
Mlam a Product Control
1"LAMINATED I.G. GLASS, TYPE G6A
9116" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS,YPE G8A
T
f
•,tl' Ills_%r.
GLAZING NOTES:
` ; I
'ANN'- ANNEALED
jEt,11 ;
'HS"= HEAT STRENGTHENED
A-
'I' = TEMPERED
: Nk% SS7r.5 =•
'PVB" = .090" BUTACITE PRXAY KURARAY AMERICA, INC.
'SG"=.090"SENTRYGLA"YKURARAYAMERICA,INC.
JR
osPosrzols
oee
a
v®sPnceRs
-
ro7P7>=amwi.oarwave
GLAZING DETAILS•:
''`.: ••.Fc�ryl:.••.:: .
M vEM�
•
�„�;�
SERIES 770 ALUM. SGD - LM IMPACT
- .` •; �� '
""1P II1i°
o"reta
_
A LYMl MUER P.E.
JR�
10110H4
0�
-CERT.0FAURLARM
®
sco77o
NT$
5 'e 22
PGTof3o
B
P.E.p 58705
r-
TABLE 1:
D_ esign Pressure (DP) and Anchor Quantities Required, (for all approved
configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 135° comer unite, see sheet 11
Maximum DP for all sizes: +60I-60
(May be limited by Table IA)
Table applies to Glass
Door Unit
Height
80'
80'
96'
Types 3, 3A, 5, 5A, 7, 7A, 8
& BA and the Stile / Astragal
below.
Anchor' DLO
73 8° D
79 7/e° D
8' 85 7/ 1 DLO
Anchor coup
Grouu p
Anchor Group
Anchor Group
types shown
1
2
3
4
1
1 2
2
3
4
1
2
3
4
1
2
3Ir
4
Head(Sil
+1
C4+1
C4+1
C4+1
C4+1
Cst+1
C4+1
C4+1
C4+1
+1
64+1
C4+
04+
+1
C4+
24"
DLO
Jamb
8
B
B
8
8
8
8
8
8
8
e
8
8
8
8
8
P-hoolk
6+7
6+7
6+7
6+7
7+6
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
GI+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
v
30'
DLO
Jamb
8
8
a
a
B
8
6
8
8
8
8
B
8
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
29-
HeadrSlll
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G4+1
C4+1
C4+1
C4+1
C4+1
C4+1
GI+1
d
36'
DLO
Jamb
8
8
8
8
8
8.
8
8
8
a
6
8
8
8
8
8
Pfiook
6+7
6+7
6+7
6+7
7+8
7+0
7+8
7+8
7+8
7+8
7+8
-7+8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
Z4T
DLO
Jamb
8
.8
8
8
a
B
.8
8
8
8
8
8
8
8
8
8
P4rook
6+7
6+7
6+7
6+7
7+8
7+8
7+8.
7+8
7+8
7+
7+8
7+8
7+8
7+8
7+8
7+B
Head/S01
C4+2
C4+2
04+2
04+2
04+2
04+2
04+2
C4+2
C4+2
2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
4ir
Dl0
Jamb
8
8
8.
.6
8
8
e
8"`
,8 •
8
8
8
8
8
8
P-hook
6+7
8+7
6+7.
6+7
7+8
7+8
7+8
'7+8
7+8
7
7+6
7+8
7+8
7+8
7+8
7+8
TABLE 1A.
Bill Height to Max. (+) DP
(Water htitraticn Rating)
Sal Rser Height
(+) Design
(Flat or Box, eee
Pressure, pst
Sheet 17)
Flush-1-1/2'
see note 3
Low - 2-1/T
+ 46.67
Medium - 3.1/4'
H -4'
+60.0
SEE NOTES 1-3
FOR EXAMPLE ON USING TABLE, SEE SHEET 7.
NOTES:
1) 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 3-1/4- 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", 3-1W 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 1 MAY
DLO HEIGHT =
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
DOOR UNIT HEIGHT-10.125'
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
PANEL HEIGHT
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
DOOR UNIT HEIGHT-1.866"
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
OH LENGTH {-
OOI OHRA710z1
O �
`OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P•hook
Lockstlle @Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90'Astragal
135, Astragal
Assembly
Lockstile @
135'Astragal
Standard Stiles
Standard Stile
Standard Stile
StandardStIle
Standard Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty Stile
_—
Standard Astragal
Outside Comer
Insideida Co
Outside
Come
Inside
Corner
Inside
Corner
Outside
Corner
s�
rP.1,161 (x2)
Part#60
Part#60 •
-
Part #60 (Stile)
Part #67 (Astragal) .
- Part il6Q
Part#61(Stlle)
Part
Receiver)
part #119 (Out)
Part #120 (In.)
Part #61(Stile)
Parts#31 
(Com. & Fxd Mount)
Part#61
107E CFL 3 YORIVE r
N. Y9NIEC{ 1 1276 L
(w1J�sa16c0 -
CiRr.OFAU171229M
DPANDANCHORAGE
ft
SERIES 770 ALUM. SGD - LM IMPACT
ssa•7n1 NTS 1 6 - 22 P=130
PRODUCT REVISED
as complying with the Florida
Bullding Code
Now -No. 16-0629.06
Expiration Date 02/17/2020
By
Mlam �Product Control
� 1•' :��•^.=xi..' ".lit-r i
- r
A LYNN MILLER, P•E-
P.Eg 58705
1 —.1 —
Design Pressure (DP) and AnchorQuantlties Required, (forall approved configurations on Sheets 2 & 3)
Maxlmurn DP for all sizes: +60/-60
For comer astragal anchorage on 90' or 135' comer uNts, sea sheet 11
Pay be limited by Table 2A)
Door urd
Height
Table applies to Glass Types
1°
90'
96-
10Y
108°
114'
120'
4, 4A 6, 6A, 7, 7A. B & BA
e9-718' DLO
73-718 O
79.718• DLO
85-7/8' DLO
91.718' OLO
97.7/8" 17L
103-7/8'
131.0
109.7/8'
DLO
and the Stile 1 Astragal types
AnchorGroup
Anchor Group
Anchor Getup
I Anchor Getup
Mchar Group
rchar Getup
Anchor
Getup
Anchor
Group
shown below.
t
2
1 3
4
1
2
3
4
1
2
3
4
1
2
3
4
1
1 2
3
1 4
1
1 2
3
4
1
1 2
3
4
1
2
3
4
adISN
G+1
G+
+1
G+1
G♦1
+1
+
+
1
04+1
04+1
G+1
G+1
C4+1
G+1
C4+1
C4+1
G+1
C4+1
G+1
G+
1
G+
+1
1
1
G+t
G+1
G+1
G+1
G+1
G+1
24'
DL0
Jamb
8
8
8
B
8
8
8
a 18
8
8
8
a
a
8
a
10
10
10
10
10 1
10
10
10
10
t0
10
10
10
10
10
10
co,
6+7
6+7
6+7
6+7
7+B
7+8
7+6
Tia
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
B+9
8+9
8+9
6+9
8+8
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/SI0
G*1
04+1
C4+1
C4+1
G+1
C4+1
04+1
C4+1C4+1C4+1G+1
C4+1
C4+1
04+1
04+1C4+1
C4+1
C4+1
5AL
C4*1
C4+1C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
G+1
G+1
04+1
30"
Jamba
B
8
B
B
8
8
8
8
8
8
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
DLO
P-hook
6+7
6+7
0+7
6+7
7+5
7+8
7+8
7+8
7+8
7+11
7-8
7+8
7+8
7+8
7+6
-7+0
B+g
8+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+1D
9+10
9+10
g+10
9+10
9+10
Head/511
G+1
G+1
G+1
G+1
C40
C4+1
G+1
04+1
G+1
G+1
C4+1
G+1
G+1
C4+1
G+1
G+1
G+1
G+1
G+1
G+1
G+1
C4+1
G+1
G+1
G+1
04+1
04+1
C4+1
G+1
C4+1
G+1
G+1
38'
U
Jamb
8
8
8
B
B
8
B
8
8
--8.
e
B
B
8
B
8
10
10
10
70
70
10
10
10
10
f0
10
10
10
10
10
10
P4wok
e+7
6+7
8+7
6+7
7+8
7+B
7+8
7+8
7+8
7+B
7+B
7+8
7+8
7+8
7+8
7+8
8+9
6+9
8+9
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
0+10
Head1819
C4+1
G+1
G+1
G+1
04+1
C4+1
C4+1
Gt1
04+1
C4+4
CA+1
0H1
C4+1
C4+1
G+1
G+1
G+1
G+1
G+1
04+1
G+1
CW
C4+1
C4+1E
5+1
CS+1
G+1
G+t
C5+1
CS+1
42'
35*
Jamb
B
8
8
8
8
8
8
B
B
8
8
BB
B
8
8
10
10
10
70
10
10
10
10100
10
10
131.0
P-hoak
6+7
6+7
0+7
6+7
7+8
7+5
7+B
7+5
7+8
7+B
7+8
7+8
-7+8
7+0
7+B
7+8
B+9
6+9
8+9
6+9
8+9
8+9
8+9
8+910
0+10
9+10
0+10
9+10
9+10
G+2
G+2
G+2
G+2
C4+2
G+2
C4+2
G+2
C4+2
G+2
C4+2
G+2
G+2
G+2
G+2
G+2
G+2
G+2
G+2
G+2
CA+2
G+2
CS+2
C5+2+2
C5+2
C5+2
C5+2
C5+2
C6+2
z 48'
41'Hea01819
'fiba
e
8
8
8
8
B
B-
B
8
a
a
8
B
8
a
10
1010
10
t0
10
10
100
10
10
10
to
10
DLO
P-hmk
6+7
6+7
B+7
6+7
7+8
7+8
7+B
7+B
7+8
'7+B
7+8
7+8
7+8
.7+8.
7+8
7+8
8+g
5+9
849
5+9
8+9
8+9
8+a
8+910
9+10
9+10
9+10
9+1D
9+10
H521 Ili
G+2
G+2
04+2
G+2
G+2
04+2
C4+2
G+2
G+2
C4+2
G+2
04+2
G+2
G+2
CA+2
G+2
;
54'
DL0
Jamb
8
B
B
B
8
8
8
B
8
8
8
8
, e
0
B
8
Not available in these sizes
P book
6+7
6+7
6+7
8+7
7+8
7+8
7+8
7+8
7+8
7+B
7+8
7+B
7+8
7+8
7
7+6
Head1SN
C4+2
CA+2
C4+2
G+2
C4+2
C4+2
G4+2
CA+2
G+2
G+2
G+2
G+2
CA+2
G+2
+
CS*2
-
BIP
Jamb
B
8
I B
1 8
1 8
8
8
a
8
1 6
I B
I B
1 8
6
8
8
IJLO
P•hook
6+7
1 6+7
1 6+7
1 6+7
1 7+B
7+8
7+8
7+8
7+8
1 7+0
1 7+6
1 7+6
7+8
7+8
NOTES: O = EXAMPLE ON SHEET 9 .
1) POSITIVE 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 46.07 PSF MAX. WHEN USING THE 3-1/4" SILL, . TABLE 2A:
POSITIVE WATER DP IS 60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX
(NEGATIVE PRES. UNCHANGED). SEE TABLE 2A.
3) 4-.3-1/4' AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-11T
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM): THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
OH LENGTH Ir
O a
= DI OH RATIO a 1
o
INSTALLED. SEE NOTES " OH RATIO = OH LENGTH
OH HEIGHT
cCC CUCCTC M a. — Cno oADT 111n.m-einhI12 AKIn Qwrr-TQ in A +o Cr)R AQQFhani v nr-TAi1 C
Sill Height to Max. (+) DP
(Weterinliltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2'
sea dote 3
Low - 2-11Y
+ 48.67
Medium-3-IW
+60.0,
High - 4'
+ 60.0
Interlock
P-hook
Lockstile @ Jamb
StralghtAstragal
Assembly-
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90'Astragal.
135' Astragal
Assembly
Lockstile @
135'Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
- He;niOutyStile
Heavy-dutyStlle
Heavy-duty Stile
--
-
Standard Astragal,
_' _ -
Outside
inside Cor
outside
Comer _
Inside ��
Comer
Inside
Come
Outside
Comer
Part #61(x2)
Part #51
•L
Part #61
Part #61 (Stile)-'
Part#67 (Astragal)
- '•
Part#61::'°-%
' Part#61(Stile)
'Part#118 (Comer
Receiver)
Part#119(Out.)
Part �#120 (In.) -
I
Part#61(Stile)
Parts #31 & #32
(Com. & Fxd Mount)
:�P:a-T&l
I SERIES 770 ALUM. SGD - LM IMPACT
CERLOPAUlMAMW ® SGD-rlo Ai%$ 7 d 22 o++v POT0130
DLO WIDTH=
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866"
PRODUCT REVISED
es ComPlying with the Florida
Building Code
noa-No- 16-0629.06
E-Plrstlon Data 02/17/2020
By
INlaml-Da06'Froduct Control
ECr
A. LYNN MILLED, PM
__ P.EA 511705
I TABLE 3: TABLE 3A:
Design Pressure (DP) and Anchor Quantities Required, (for all approved contiguratlons on Sheets 2 & 3)
mm For corner astragal anchorage on 9D' or 135' corner units, see sheet 11
Maximum DP shown below
(May be limited by Table 3A)
Table applies to Glass Types 4, 4A,
6, GA. 7, 7A, 8 & BA and the Stile !
Astragal types shown below.
Door Unit
Height
'
BO'
64"
so.
96"
102
108'
69-718" DLO
!8° DLO
79.718" DLO
R-7l8' DLO
91 7 DLO
97- /8 DLO
Anchor Group
I AncnorGroup
Anchor Group
I AnCnOrGM*
Allchoraroup
AnchorGroup
1 2 3 1 4
1 1 1 2 1 3 4
1 1 2 1 3 1 A
1 1 1 2 1 3 14
1 2 3 4
1 2 3 4
Des! Pressure
t-90,0
f
f
pa
+l- 6
17'
HeadISN
C4+1
C4+1
C4+1
C4+1
C4+1
04+7
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1 C4+1
C4+1
24"
DLO
Jamb
B
B
8
8
8
8
8
8
8
8
8
8
8
8.
8
B
10
10
10
10
10
10 10
10
P-hock
6+7
6+7
6+7
6+7
7+8
7+8
7+8
,7+8
7+8
7+8,
7+8
7+8
7+8
7+8
7+8
7+8
8+9
8+g
8+9
8+9
8+9
8+9 8+9
8+9
Design Pressure
t+/y0,0 psf
+/-e2.5 psi
+/-76.0 sf
23"
HeadlSlg
C4+1
C4+1
1 C4+t
1 C4+1
C4+1
C4+1
C4+1
C4+7
C4+1
C4+t
C4+1
C4+1
C4+i
C4+1'
C4+1
04+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
t
30'
DLO
Jamb
8
8
8
8-
8
8
8
,8 '
8
'"8 •
. 8'
8
8
B
8
B
10
10
10
10
10
10
10
10
P-hodc
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8:
7+8
7+8•
7+8
7+8
7+g
7+8
7+8
7+B
8+9
8+9
8+9
8+9
8+9
1 8+9
1 8+9
8+9
Design Pinessae
':+/-90.0psP -
+/-815 psi
+/-75.0
psf
29'
1 Head'SI
C4+1
C4+1
C4+2
C4+2'C4+1
C4+1
C4+2
C4+2 C4+1
C4+1
C5+2 C5+2
C4+1
C4+1
C5+2
C6+2
C4+1
C4+1
C5+1
C5+1
C4+1
C4+1
C6+1
C5+11
dp1
DLO
Jamb
8
8
8
8
8
8
a
6"
B-
8
8 "6
8
8
10
8
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8'
'7+8
7+8
7+8
7+8 7+8
7+8
8+9.
8+9
8+9
8+9
8+9
8+9
B+9
8+9
8+9
B+9
8+9
Design Pressure
+I-W.0
psf
+/-825
psi
+1-75.0
psf
35'
HeedISID
04+2
C4+2
C4+2
C4+2
C4+2
C4
C6+2
C5+2
C5
+2+2
CS+2
C5+2
C5+2
C6+2
C6+2
C6+2
CS+2
C&+2
C5+2
C6+2
C5+2
05+2
CB+2 C8+2
C5+2
42"
DLO
Jamb
8
B
8
8
B
B
8
8
8
8
Ili
8
B
6
10
6
10
1 10 -
10
1 10
10
1 10 10
to
P-hook
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
B+9
B+g
6+9
8+9
8+9
8+9
8+9
8+9�
8+9
6+9
8+9
8+9
8+9 8+9
A
Dsaoi Pressure
+1-90.0 Psf
See Note A below
+/.82.6 paf
+/-7&0 psi
41'
HeadISM
C4+2
C4+2 C5+2
C5+2
C4+2
CS+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2 C6+2
06+2
C5+2
06+2
C6+2
C6+2
C5+2
C6+2
C6+2
C6+2
48„
DLO
Jamb
8
8 8
8
6
8
10
6
8
8
8 .
8 10
8,
10
10
10
10
10
10
10
10
P-hook
6+7
7+e 7+8
7+e
7+8
8+9
9+e
8+9
B+9
8+9
B+9
8+9
8+9
9+10 9+10
9+10
8+9
9+10
1 9+10
1 9+10
8+9
9+10
1 9+10
9+10
1-UK Z:AAMYLt: UN UblNU I Atl LC, bCC br'1CC 1 1. IV V.I C ^; w-uv.0 ror rum V LAoo I i rmo 4,—, o, oM, 1M, o a oft; T/ — rum U� r rC r
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER DP IS 46.67 PSF MAX. WHEN USING THE 3-1/4" SILL, POSITIVE WATER
NOM. PANEL WIDTH -7'
DP IS 60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WATER DP IS 90.0 PSF MAX (NEGATIVE PRESSURES
UNCHANGED). SEE TABLE 3A
DLO HEIGHT =
3) 4-, 3-IIN' AND 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND
DOOR UNIT HEIGHT - 10.125"
MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN
TABLE 3 MAY BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
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 FORANCHORAGE 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.
TUC onI I n1A11KIM CTII C s. AQTPAr-AI TVDPS SHAI I RP I I.CFn FAR TART P Z CFF CHFFTR 71 R 77 MR PART nlMFMCIr7NC Awn CHFFTR 1A R 19 PnR ACSFMRI Y nFTAII S_
Interlock
P-hook
Lockstile @Jamb .
Straight Astragal
Assembly
. Lockstlle @ -
Stralght,As&agal•
90' Astragal
Assembly
Lockstile @
90'Astragal
135' Astragal
Assembly
Lockstile @
135'Astragal
Heavy-duty Stiles
Heavy-dutyStlle
Heavy-duty Stile
Heavy-dutyStile
•,'Heavy4dutyStile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty5tile
Heavy-cutAstragal
- -- _ .- •
...' ',.
-.'-
• •
_OutsideC
Inside Comer' I 1
Outside
Comer
Comer
- - -'.•
Inside
Come
Outside
Otll
Part #61 (x2)
Part#61
Part tt6l
Part #61(S61e)
Part #68(Astragal)
-
Part
Part #61 (Stile)
-Part#338(Comer
Receiver)
'Pan #119{Out).
PartN120(In.) ''
. Partli62(Stile)
parts#31 
(Corn.& Fxd Mount)
Part #61
aN}IBbr60e SERIES 770ALUM. SGD-LM IMPACT
A.•.Aoar mr
CULT. OFAM AVS29a ® Sf .- ITS 8 • 22 PGTO130
Sig Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/2'
see note 3
Low-2-1/Y
+48.17
Medium - 3-1l4'
+ 60.0
High-4-
+90.0
SEE NOTES 1-3
OH LENGTH I-
2
OH RATIO 2 1
� a
L
OH RATIO= OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-Ho. 16-0629.06
Expiration Date02117/2020
By
Mlam roduct rontrof
♦� A.
.?:ill ;��<.•
3 A OWN MILLER. RE
P.E.# 66r05
NO FRAME '7+8" P-HOOK ANCHORAGE CONSISTS OF: SEE 'C5"CLUSTER
SEE
SPLICE
JAMB (7) P-HOOK ANCHORS, SEE;"C5" CLUSTER ,_ MAX. UNIT WIDTH DETAILS, SHEET 10
•. REQUIRED SEE "CT CLUSTER DETAILS, FORASTRAGAL
(PERPENDICULAR TO GLASS
NOTE,
DETAILS, SHEET 10 FOR REQUIRES "CB" SHEET 10 FOR INTERLOCK
EXTERIOR PLANE) SEE TABLE 2, SHEET 7 24" MAX O.C.
INTERLOCK
THIS
SHEET
POCKETS CLUSTER,SEE
;', AND 60" NOM.
' :. SEE POCKET 8 P-HOOK PANEL WIDTH DETAILS, SHEET 11 x x
() r------- - x x x x x x
JAMB MOUNTING I x x x �x x x x x 8"MAX.
x
INSTALLATION, ADAPTER (' MAX �° x x x x x xx x x x x x x—I
THIS SHEET ANCHORS MIDWAY i 3" MAX T
& SHEET 14 BERVEEN 0 P-HOOK I I I 4 PAIRS OF
" ANCHORS & AT 3' o x=FRAME x x ANCHORS
FROM TOP & i )_(®i ANCHORS 96' (TOTAL 8
.: co
BOTTOM 1o, 14 I o UNIT 21" MAX. ANCHORS)
4.051"
.'..
I
a MAX. O.C. ' HEIGHT C.C. PER JAMB
"MAX TO OPENING i y o ®I 14" MAX O.C. C0 o= P-HOOK
EDGE OF POCKET SEE $ I x (SEE JAMB
ANCHORS x
INSTALLATION i o®I DETAIL
DETAILS'Jc'&'Kv, i 10i rn BELOW)
m� o=p-HOOK
END PANEL SHEET 14 & PART i � : ®� 1.i � MOUNTING
ANCHORAGE DETAILS'SA W, I `� _ ', 0 3" MAX ADAPTER x
24" MAX
�
(2 ANCHORS) SHEET 19 FOR i l ANCHORS X
O.C.
-HOOK. L----_8 -�-
"+2" x x x _ x x x x . x' •xi END PANEL
ANCHORS
ENO PANEL x- x x x x x
ANCHORAGE x x x x x' 6" MAX ANCHORAGE (SEE
. ANCHORAGE. I'-�. x' x xx x x SKETCH BELOW)
'+2. "+2'
' (SEE SKETCH BELOVV) �•+2"^�2''+2'
ANCHORAGE
CENTERLINE 8-MAX.,:TYP. - - ANCHORAGE
ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2.04'
24" MAX
EXAMPLE: 6-PANEL, 2 TRACK, 90" OUTSIDE CORNER - p)0=0 - EXT. MOUNT POCKET ANCHORAGE PLAN:
O.C.
60" x 96' NOM. PANELS, ANCHOR GROUP 3 IN CONCRETE SUBSTRATE (SEE TABLE 2, SHEET 7) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NON-STRUCTURAL
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1 ANCHORS MAYBE ADDED
I
2) ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES-1-3, SHEETS 6-8: AS NEEDED TO ALIGN THE
FMERiO HEAD OR SILL IF A SPLICE
60"
I
CENTERLINE OF HEAD & SILL: 8° MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM 21• OCCURS AT THE P-HOOK.
NOM.
• %
INTERLOCK APPROPRIATE TABLES, SHEETS 6-8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX
PANEL
-
SEE "C5' CLUSTER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDRONAL !INTERMEDIATE O.C.
WIDTH
DETAILS, SHEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24" O.C. MAXIMUM,.,
FOR INTERLOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY 5.64"
^+2' ANCHORAGE REQUIRED IF THE O.C. DISTANCE TO THE NEXT ANCHOR
CLUSTER IS OVER 24% OTHERWISE ANCHORS ARE NOT
3.5"
"en xem 6' MAX PRODUCT REVISED
REQUIRED AS PER THE FIGURE AT RIGHT: eaovur3
as eom�IyN with the Florida
CENTERLINE JAMBS & P-HOOKS; 6" MAX FROM BOTTOM, 21' MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX ANCHOR Code
L-TRBulldlne"
OF PANEL 2 O.C. (P-HOOK) UTIL17JNG ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE HOA-No. 16-0629.06
FRAMEA
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB Expiration Date 02/17/2020
'+2" ANCHOR PAIR
-
ANCHORAGE
REQUIRES SEE "CS" CLUSTER END PANEL
CENTERLINE CENTERLINE BY
•
"C6" CLUSTER, SEE F DETAILS, SHEET 10 OF ANCHORAGE Nfiam' a rotluot Control
DETAILS, SHEET I I FOR ASTRAGAL [ (2 ANCHORS) B.
INTERLOCK ASTRAGAL
i•
4.051" I 3.5" I MAX. �J•tll+J ill
i.
- - ! oC7� y
9
a
CENTERLINE CENTERLINE CENTERLINE
EXTERIOR �pFPANEI3+2ANCHORAGE I `—OFPANEL4 "+2"ANCHORAGE �OF5^'-
PANEL
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
i k1::
ion TErtrrrw0ornaJv>
LERT.OFAUIFL QB?JiB
o
ANCHORAGE SPACING &EXAMPLE PLANS
.�: .'; ;:.1: •-
A. LYNN MILLER PE
P.EY58705
SERIES 7i0.ALUM. SGD - LM IMPACT
om:
mods
JR
f0ryMi4
arm
SG677D
NTS
9 + 22
PGT0f30
B
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—f-iF NEEDED
CENTERLINE 1
3.5"
1.75"
4° DNZOV
I
3.5'
ixrfMOR
v
2-TRACK FRAME HEAD/SILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, 'C41
ASTRAGAL OR SPLICE LOCATION .
INTERLOCK- fiIF NEEDED
CENTERLINE I
0
4.08
I
EXTERIOR 7v
3-TRACK FRAME HEADISILL
(a ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
ASTRAGAL OR SPLICE LOCATION
INTERLOCK—(, iF NEEDED
CENTERLINE
EXTERIOR
V
4-TRACK FRAME HEAD/SILL
(6? ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REWIRED,'C4'
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK—, CONDITION, USE INTERLOCK IF NEEDED
CENTERLINE 'C6' CLUSTER DETAIL) CENTERLINE
1.76"
7" 3.5"
" D AG.
204'
204
EXTERI R 4' D WG, . i. EXTERIOR 7" 3.5"
_ 7"
2-TRACK FRAME HEAD/SILL . 2-TRACK FRAME HEADISILL
6d1 ASTRAGAL OR INTERLOCK aA ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER (USE WHERE B CLUSTER
ANCHORS ARE REQUIRED, "CV) ANCHORS ARE REQUIRED, "C8)
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE "C6° CLUSTER DETAIL)
2.04'
4.08'
21,
EXTERIOR 7° 4" DWG. EN
3-TRACK FRAME HEAD/SILL
01 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "CS'
ASTRAGAL OR _ j (FOR SPLICE
INTERLOCK . CONDITION, USE
CENTERLINE I 'CB' CLUSTER DETAIL)
-�1 3.5°
ASTRAGAL ORI-SPLICE LOCATION
INTERLOCK . , IF NEEDED
CENTERLINE 3 5'
7'
" DIAG.
2.04
ERIOR 3.5Z3.5'
.
n
J 3-TRACK FRAME HEAD/SILL
Cal ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED,'C6')
ASTRAGAL OR (FOR SPLICE
INTERLOCK- CONDITION, DO NOT
CENTERLINE USE THIS DETAIL)
3.5' 1+-
4"DWG. .,.`
2.04"
° 5.37"DWG.
4.08"
EXTERIOR 7" _
EXTERIOR
4-TRACK FRAME HEADISILL '
(0 ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, 'C51
107UTECIMOLOGYDPJW
MVEMMFLUM
CMT. OPAUlH.OMM
2.04'
2.00
6' DIAG.
2.04"
PIGR
21"
MAX.
O.C.
21"
5.64"
MAX-
O.C.
6' MAX
—2-TRACK
FRAMEJAMB
ANCHOR PAIR
1
L
6"MAX
_
DIAG.
I 4-TRACK
6"DIAG. FRAMEJAMB
WrEPIOR ANCHOR PAIR
204'
ANCHORS MAYBE INSTALLED
21"
EITHER IN THE EXT. OR INT.
MAX
TRACK (INT. SHOWN)
O.C.
5.84" NOTES:
1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
6" MAX'
ALLOWED.
2. FOR HEAD OR SILL SPLICE
I 3-TRACK FRAME
JAMB LOCATIONS/ANCHORAGE AT
ANCHOR PAIR
P-HOOK SEE SHEET 9-
FOR SPLICED
CONDITIONS ONLY:
3.5"
SPLICE LOCATION
IF NEEDED
-- H 3.5" 1- --'
4-TRACK FRAME HEAD/SILL
to ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "CV)
WITH & WITHOUT SPLICE CONDITION
I SERIES 770 ALUM. SGD - LM IMPACT I
Soo -no I NTS 1 10 122 1 PGT0130
PRODUCT REVISED
as comp n wM the Florida
Building o
NOA-No. 16-0629.06
Expiration Date Date 02
By
Mn l-11adC4roduct Control
A. LYM MU ER P.E
P.E # 58705
2.04" 2.04' INTERIOR 2.04" INTERIOR 2.04- NOTES:
INTERIOR INTERIOR 7" 1. ALL DIMENSIONS SHOWN
?4-DIAG. 4"DIAG. 8.94" ARE BASED ON MINIMUM
6A2' 6,12" *IN-TERIOj
3.51 ALLOWED.
INTERIOR INTERIOR 7- INTERIOR 2• DETAILS DEPICT ANCHOR
0 90° 3. 1 QUANTITY AND SPACING,
EXTERIOR AND WOULD BE IDENTICAL
EXTERIOR EXTERIOR4- DIAG. 4"DWG. FOR EXTERIOR OR INTERIOR
ft CORNER CONFIGURATIONS.
3.5" 4"3.5" 4" 4" EXTERIOR"+1"ANCHOR7"
2.04" ExrEwoR 2.04' EEj�RIOR 2.04IOC 2.04° 8.94"
GO'CORNER 90° CORNER 135' CORNER 135° CORNER
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL I _ CENTERLINE
(USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER f OFPANEL
ANCHORS ARE REQUIRED, °gAn ANCHORS ARE REQUIRED, "CB') ' ANCHORS ARE REQUIRED, •gn ANCHORS ARE REQUIRED, "C62)
4.08' "+2" ANCHOR
INTERIOR
EXTERIOR INTERIOR
. 4.08' '+l' ANCHOR
4" 7.41" 2.04°
INTERIOR 3.5 INTERIOR 4" DIAG.
135' 3.5-
EXTERIOR
90° T I CENTERLINE
f
3 3.5° OF PANEL
4.08" 4.08" `+3" ANCHOR
5.37 G. 5.37" G.
` CENTERLINE 2 04°
3.b" 4" 3.5" 4 OF PANEL 4"DIAG.
EXTERIOR 7" y EXTERIOR T 4" INTERIOR ALL '+2" ANCHOR 3.5'
90° CORNER 135° CORNER EXTERIOR VIEWS 7"
3 TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL CENTERLINE
("C6" ANCHOR CLUSTER REQUIRED ('C6" ANCHOR CLUSTER REQUIRED OF PANEL
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4' DIAG. 2-TRACK FRAME HEAD/SILL
INTERMEDIATE ANCHOR LAYOUT
INTERIOR 6.12" INTERIOR 2.04"
2.04' Jr 3.5"
4• EXTERIOR , 5 88' � CENTERLINE
INTERIOR _ OFPANEL PRODUCT REVISED
INTERIOR g0 4" 3.5' 135° 2.04" °+3" ANCHOR BY d 0I®`�Itl' the Florida
DIA 7- NOA No. 76 0629.06
Expiration Date 02/17/2020
'.5' By
8.12" 4 8.12" 34.08MI - roduet control
- _ 7" EXTERIOR
3.5°
2.04' 4' 4" DIAG. 3.5' 3.5" I :: _ .r, ,( �•
EXTERIOR 7- EXTERIOR 4" CENTERLINE :.;'���:•''• �•.:�' i�
I NEI y'r �tC_. q''•;: n
90°CORNER 135° CORNER OFPA
`- ,, _
4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL No. 5I:7+5
4-TRACK FRAME HEAD/SILL -
('C8'ANCHOR CLUSTER REQUIRED ("CS'ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT -
AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) ' v
(3-TRACK SIMILAR) -••ii 16 ;."•:
R..sJBy. uric ww"n• �� ., hr,
ru7oTEcra+aooycwvE ANCHORAGE; EXAMPLE CLUSTERS
K VEN=FL34M
@�ryrao repo
SERIES 770 ALUM. SGD - LM IMPACT
ar A. LYm•7 MILLER P.E.
a JR df6H4 r1.r� orc CERT.OFAUAi YA97DB ® SL 770 NT$ 11 • 22 P0T0130 B Pa#58705
INSTALLATION DETAILS
EDGE DISTANCE:
"SEESHEET 1
EXTERIORaMAr MAX.
SHIM
EMBEDMENT: T I
SEE TABLE A, -I
SHEET 1
2X WOOD WOOD ANCHORTYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1
2-TRACK FRAME HEAD
w WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYF., 2X WOOD SMS ANCHOR TYP., METAL TYP.,
SEE ANCHOR NOTES TYP., SEEANCHOR SEE ANCHOR NOTES TYR, SEE ANCHOR SEE ANCHOR NOTES SEEANCHOR
& TABLE A. SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 NOTE 3, SHEET 1 SEE & TABLE A, SHEET 1 7NOTE 4, SHEET 1
SEEANCHOR ANCHOR ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX.) I- 1 SHEET 1 1 SHEET 1
(1/4' MAX.) 1 (1/4' MAX) 7}
EXTERIOR EXTERIOR I L
G' 2-1/16' • I a2-1/16• •
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1116'
EXTERIOR I
a 2-1116"'
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
Ow WOOD INSTALLATION
EMBEDMENT: SEE
1
TABLE A, SHEET 1
-J
2X WOOD
EDGE DISTANCE:
TYR, SEE ANCHOR
SEE TABLE A,
NOTE 3, SHEET 1
SHEET I
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
O
V 1/4' MAX SHIM
f
I .
2-TRACK FRAME JAMB
W WOOD INSTALLATION
EXTERIOR
aT
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
1/4
MAX.
SHIM EXTERIOR
a I —I
2X WOOD /WOOD ANCHOR TYP.. METALTYP., /SMSANCHORTYP.,
TYP., SEE ANCHOR L SEE ANCHOR NOTES SEEANCHOR L SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A, SHEET 1 NOTE 4, SHEET 1 & TABLE A. SHEET 1
3-TRACK FRAME HEAD 4-TRACK FRAME HEAD
aw WOOD INSTALLATION � METAL INSTALLATION
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
EDGE DISTANCE:. ��
SEE TABLE A, SHEET 1 - .,
EMBEDMENT: SEE TABLE A, SHEET 1
3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1 ---} I
O
2-1/16-
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR
1/4' MAX SH
3-TRACK FRAME JAMB
r ® WOOD INSTALLATION
10707ECUNCLOor1)RNE
w.UMC$ FL3lz75
CERT.OFAUTH.iTB7Pla
4-TRACK FRAME SILL
METAL INSTALLATION
EMBEDMENT: SEE
TABLE -A, SHEET I
EDGE DISTANCE:
SEE TABLE A,
METAL TYP.,
SHEET 1
SEEANCHOR
NOTE 4, SHEET 1
2-1/16"
SMS ANCHOR TYP.;
SEE ANCHOR NOTES
&TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR
BEYOND THE
METAL
SUBSTRATE
1/4" MAX SHIM
I---
4-TRACK
FRAME JAMB
Iw METAL INSTALLATION
ANCHORAGE DETAILS
SERIES 170 ALUM. SGD - LM IMPACT
s,mfea,e
aas
soo-no
NTS 1
12 d 22
PGTO130
I B
-MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
NOTES:
114" 1. ALL DIMENSIONS
MAX. SHOWN ARE BASED
SHIM ON MIN. ALLOWED.
2. METAL OR WOOD
SUBSTRATES MAYBE
USED FOR ALL FRAME
TYPES PER TABLE A,
SHEET 1.
• DIAGONAL O.C. IS
MIN 4- (HEAD & SILL)
OR 6- (JAMB) SEE
DETAILS, SHEETS 10 & 11
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A SHEET'I
PRODUCT REVISED
as complyyingg with the Florida
Bugding.Code
NOAato. 16-0629.06
Expiration Date02/17/2020
By
NIamLD'adteYFoduet Cow
LYNN
56705
A
/0NA1- `
A. C{'W MIL`LaP.E
P.Er158705
INSTALLATION DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A. SHEET 1
NOTES:
CONCRETE*1XCONCRETE
EDGE DISTANCE: SEE
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
PER TABLEEET
1 CONCRETE
SEE -TABLE A, SHEET 1 CONCRETE
��SEELEA, SHEET 1
SHOWN ARE BASED
A, SHEET 1/16".
PER TABLE
2.1116.PER TABLE2-1/16"
•
ON MIN. ALLOWED.
EXTERIOs
A, SHEET 1
A, SHEE? I
.._' •:- : .1..
1/q•
:: s : MAX.
'DIAGONAL O.C. IS
MIN 4"(HEAD &SILL)
(�TrTrr
SHIM
OR6" JAMB SEE
EMBEDMENT:1/4"
ERROR
114" ptTERIOR '•
DETAIL'S, SEETS
SEE TABLE A,MAX.
MAX.
10&11'SHEET
1SHIM
SHIM
PROPERLYTE
ANCHORTYP., PROPERLY SECURED1X CONCRETE ANCHORTYP.,
PROPERLYSECUREDIX CONCRETE ANCHORTYP.;
WOOD BU.,HOR
NOTES &
WOOD BUCKTYP., SEE SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET I ANCHOR NOTE 3, SHEET 1 TABLE A. SHEET 1
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
,CSE HEAD
NK FRAME D
FRAME HEAD
CONNCRETE INSTALLATION
CONCRETE INSTALLATION
�CK
CONCRETE I STALLAT10N
I
CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR SEE ANCHOR SEE ANCHOR
NOTE 5, SHEET NOTE 5, NOTE 5,
1 (1/4" MAX) SHEET 1 SHEET 1
T �- ! (114"MAX) I (1/4' MAX)
EXTERIOR J. EXTERIOR �. 4': 1 EXTERIOR
a a r
24/18"'
EDGE DISTANCE: CONCRETE EDGE DISTANCE; '
SEE TABLE A, SHEET I PER TABLE SEE TABLE A, SHEET 1.'
EMBEDMENT: SEE TABLE A, SHEET 1 A. SHEET 1 EMBEDMENT: SEE TABLE A,,SHEET,1 —
2-TRACK FRAME SILL 4a 3-TRACK'FRAME SILL
N. DC CONCRETE INSTALLATION - Ec CONCRETE INSTALLATION
EMBEDMENT: SEE
—�
TABLE A, SHEET 1
PROPERLY SECURED
EDGE DISTANCE:
IX WOOD BUCK TYP.,
SEE TABLE A,
SEE ANCHOR NOTE 3,
SHEET 1
SHEET 1
CONC./CMU ANCHOR
2-1116"'
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI
CONCRETE
EXTERIOReR
EXTERIOR
OR CMU
'G1/4'
I+-
PER TABLE
MAX SHIM
A. SHEET 1
2-TRACK FRAME JAMB
GC CCNCRETE/CMU INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
CONC./CMU ANCHOR c
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET 1
PROPERLY SECURED `
1X WOOD BUCK TYP.,—
SEE ANCHOR NOTE 3,
SHEET 1
EXTERIOR
�71/4' MAX. SHIM
3616001e '^�• ..
CONCRETE ANCHOR TYR, PROPERLY SECURED IX
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A. SHEET 1 ANCHOR NOTE 3, SHEET I
- aT _
' UN� I c EDGE DISTANCE:
PER TABLE SEE TABLE A, SHEET 1
A, SHEET, EMBEDMENT: SEE TABLE A cuKrr t
)GE DISTANCE:
SEE TABLE A,
SHEET 1-
®4-TRACK FRAME SILL
FC CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A SHEET 1 `1
EDGE DISTANCE:
PROPERLY SECURED SEE TABLE A,
1X WOOD BUCK TYP., SHEET 1
SEE ANCHOR NOTE 3,
SHEET I
2-1/16' •'
I
CONC./CMU ANCHOR ':' 2-1/16"
TYP., SEE ANCHOR
NOTES &TABLE A -
SHEET 1 CONCRETE
CONCRETE
OR CMU
\_ORCMU
EXTERIOR �': PER TABLE
PER TABLE
A SHEETI
A. SHEET 1
1/4' MAX. SHIM I. —
IAMB
4-TRACK FRAME JAMB
INSTALLATION
le CONCRETE/CMU INSTALLATION
ANCHORAGE DETAILS
mw
SERIES 770 ALUM. SGD - LM IMPACT
SGD-770
NTS
3 e 22
o"" PGTO130 B
CONCRETE
PER TABLE
A. SHEET 1
i
PRODUCT REVISED
as comp lylna with the Florida
Building CCoodde
HOA-No. , 16-0629.06
Expiration Date 0211712020
By
Miami-vituer Product Control
I
x INNA II �r'�i�
LICJdSE '• .�
*' No,58705 A
p` "s 16
kv,
�A L�
�MRt£Br�PE `
P !<tias
INSTALLATION DETAILS
EMBEDMENT:SEE
WOOD FRAMING —\ TABLE A, SHEET 1
EMBEDMENT.
SEE TABLE A,
SHEET 1
NOTES:
1. ALL DIMENSIONS
FRAME JAMB
SHOWN ARE BASED
REQUIRED AT ALL
2.693" MIN.
ON MIN. ALLOWED.
INSIDE POCKETS
EDGE
TO PREVENT
_
,. `•
DISTANCE
2. FIGURES ON THIS
P-HOOK MOUNTING ADAPTER WATER
`
SHEET ARE FOR
WOOD ANCHOR TYP., INFILTRATION
Fir
CONCJCMU
ILLUSTRATIVE
SEE ANCHOR NOTES
ANCHOR TYP., SEE
PURPOSES ONLY. SEE
& TABLE A, SHEET t
Ze
ANCHOR NOTES &
TABLE A, SHEET 1 FOR
(ALSO SEE TYP.
TABLE A, SHEET 1
ALL APPROVED
ILLUSTRATION, SHEET 9+•
''.•r
4,. .,••,
1-1/4" MIN. EDGE DISTANCE
SUBSTRATES.
J DISTANCE: SEE
. r -
EXTERIOR
3. SEE TABES 1 3,
L TABLE A, SHEET 1 EMBEDMENT: ;': •,i ,..", 29 SHEETS "FOR
28 SEE TABLE A, P-HOOK MOUNTING REQUIRED P-HOOK
EXTERIOR SHEET.1 ;',';. '- :.' `•' ADAPTER CONCJCMU AND P-HOOK
PHOOK WOOD ANCHOR TYP., TL .' ?.:;,:',:'. ;:• : .
's
ANCHOR TYP., SEE MOUNTING ADAPTER
SEE ANCHOR NOTES V P-HOOK ti• • • •''.::e'..``..`. ANCHOR NOTES & TABLE ANCHOR QUANTITIES.
& TABLE A SHEET 1 CONCRETE OR EMBEDMENT., SEE A, SHEET 1 ALSO SEE EXAMPLE
(ALSO SEE TYP. CMU PERTABLE ON SHEET 9.
ILLUSTRATION, SHEET 9) EDGE DISTANCE A: SHEET 1 TABLE A, SHEET 1 (ALSO
RATIONSEE , SHEET 9)
P-HOOK FOR USE WITH FLAT SILL RISERS' P-HOOK FOR USE WITH ANY SILL RISER
PARTS #18. #20, #22 OR #24, \LcJ PARTS #18, #20, #22 OR #24,
WOOD 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
FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION
METAL TYP., P-HOOK MOUNTING
SEE ANCHOR EMBEDMENT: SEE P-HOOK MOUNTING CONCRETE OR EMBEDMENT: SEE ADAPTER CONCJCMU
NOTE 4, SHEET 1; ADAPTER SMS
MIN. OF 3 THREADS TABLE A, SHEET 1 ANCHOR TYP., SEE CMU PER TABLE TABLE A SHEET 1 ANCHOR TYP., SEE
BEYOND THE METAL ANCHOR NOTES A„SHEET 1 ANCHOR NOTES & TABLE
SUBSTRATE &TABLE A,SHEETI '';,.'.-:r.r.'.;,; .; +'
28 EMBEDMENT:: , j.F• .,� ti.. , (ALSO SEETYR
(ALSO SEE TYP.' ". ILUSTRATION, SHEET 9)
ILLUSTRATION, SEETABLEA,
EMBEDMENT: SHEETS) SHEETI ;r, .• , 28
SEE TABLE A, GE DISTANCE: SEE
TAB
SHEET 1 LE A SHEET 1 �a' '' 1-1/4" MIN. EDGE DISTANCE
PRODUCT REVISED
30 . • 30 es complying with the Florida
P-HOOK SMS ANCHOR TYP., HOA No.coda 16-0629.06
SEE ANCHOR NOTESJ!�EXTERIOR P-HOOK CONCJCMU EXTERIOR
& TABLE A, SHEET 1 •u, ANCHOR TYP., SEE 1L Expiration Date 02117/2020
ANCHOR NOTES &TABLE v
ILLUSTRATION. SHEET 9) O SEE TYP. 2.893" MIN. A, SHEET 1 2.693" MIN. mia duct control
EDGE DISTANCE (ALSO SEE TYP. - EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX SILL RISERS 16EN P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19, #21, #23 OR #25, Kc PARTS #19, #21: #23 OR #25, �y LYt4
METAL INSTALLATION EXTERIOR CONCRETE INSTALLATION EXTERIOR �� Ca �1�<(• �:�
(SEE TABLES 1A 2A & 3A MOUNT ONLY (SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) i FOR WATER RATINGS) ONLY = { t1o. 58,105
_ +omTEciJa oora4ive ANCHORAGE DETAILS =�j'' 6T 1'L
N. fi 94275: x. :'�n ••- FCOR\OP'••
""° ° lae/}�sareao SERIES 770_ALUM. SGD - LM IMPACT _ /S.S��
JR fN10/14 0� COU OF.WTMffi92AB. ® sGD•77p NTS 14 d 22 a�.a PGT0f30 B' �'L " ai s;RE
CONFIG. EXAMPLES
HEADER DETAIL W,
SHEET 18; INSTALLATION
DETAILS'AW &Ad.
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL'
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6-8 FOR MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR MAX,
INSTALLATION DETAILS. PANEL
2) (1) LOCK (ITEMS 75 & 107-110) AT HEIGHT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
MAX. UNIT`
WIDTH
MAX.
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
QS'
AS,
A,
'- NOM.
5
PANEL
WIDTH TYP.1
SEE
PER ..
NOTE2 TABLES"
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
TYPE
MAX. UNIT
MAX- HEIGHT
DLO PER
HEIGHT TABLES
1 1.3
ORASTRAGAL a•„ _ _
3) PLEASE SEE APPLICABLE X
ASTRAGAL'&INTERLOCK X X
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D', SHEET 18; 90"
INSTALLATION DETAILS EXAMPLE: 90' INSIDE CORNER, 4 PANELS - XX=
'Dal & DB, SHEETS 12 & 13
#10 X 1-1/2"
PH SMS
PANEL CORNER
-DETAIL
SILICONE
. STRUCTURAL
SILICONE
STRUCTURAL
SILICONE
BY OTHERS
POLYISOBUTYLEN
1W NOM. FOAM
WrTH DESICCANT
WITH
DESICCANT
#8X
EXT. GLASS
EXT. GLASS
PH SMS
EXTERIOR
90.
J
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET 11
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
i
JAMB DETAIL'G3', SHEET
18, INSTALLATION DETAILS
'Gal &'Ge, SHEETS 12 & 13
I
DLO WIDTH = NOM. PANEL WIDTH-7'
DLO HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
I
nr-HOT-MELTBUTYL
INT. GLASS `INT. GLASS
+z� KODISPACE 4SG TPS ,ss SUPER SPACER@NXTT"
ALUMINUM
REINFDRCEMENT pOLYISO- DESICCANT FILL AREA
BUTYLENE 6/16' NOM.
FRAME CORNER 5r1s•NDM. SEAL
DETAIL . BUTYL& ROLL -FORMED SILICONE SEAL
DESICCANT
7 ��,� STAINLESS STEEL
Part#
Description
Material '
124
Kommeding 4SG TPS Spacer System
125
Quanex Super Spacer nXT with Hot Melt Butyl " ,
See this
Sheet for
120
Quanex Duraseal Spacer
Materials
127
Cardinal XL Edge Spacer
EXT.GLASS
Exr. GLASS
_ INT. GLASS rTINT.GLASS
9DURASEALO SPACER . +zr XL EDGE uSPACER
REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 - • • r..
1 YEP=R81t76 _ ne
ppJ18P•1s0UIH.0 ,;_ ., ` SERIES 770 ALUM. SGD - LM IMPACT
. r�wuea` arc �.e b
GkWr.OFA� ® Sao rm NTS 1s + 22 alPQT0130
I
PRODUCT REVISED
as eompl& with the Florida
Building Code
NOA-No, 1 16-0629.06
Expiration" Date 02/17/2020
By%
Mieml-Ifngp?�6duet Control
i�y:iliffl rf:•
8:v5
A. LYNN MILLER, P.E.
P.E.N58705
CONFIG. EXAMPLES INTERLOCK DETAIL FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 15
�'M', SHEET 19 -OPERABLE JAMB DETAIL'G3', SHEET 18;
(N �'.—dy,—[.INSTALLATJON DETAILS'GW &'Ge, SHEETS 12 & 13
)a=0 JAMB DETAIL'G2', AX
ASTRAGAL HEADER AILA'; SHEET HEADER DETAILA', SHEET 18; MSHEET 18: INSTALLATION DETAILS'L1'& 18; INSTATION DETAILS INSTALLATION DETAILS'AW &'Ac, DLO
DETAILS'GW &'Gd, L2, SHEET 19 'Av✓ &-'Ac', SHEETS 12 & 13 SHEETS 12 & 13 WIDTF
7 TYP.
SHEETS 12 & 13 , .( i 90'
PANEL
TYPE
MAX.
UNIT
/ HEIGHT
SEE PER
NOTE 2, TABLES
IFFY 15 1-3
a
( &13, X X
X X
L
SEE FRAME & MAX. UNIT WIDTH
PANEL CORNER SILL DETAIL'O', SHEET 18; MAX. UNIT WDTH
CONSTRUCTION EXAMPLE: OM INSTALLATION DETAILS
DETAILS SHEET 15 (2-TRACK) 'Dw' &'Do', SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX= (2-TRACK)
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M', SHEET 19 JAMB DETAIL DE SHEET 18;
TAIL2, SHEET 19� INSTALLATION DE Ic', SHEETS
112
1 l INTERLOCK DETAIL'M', SHEET 19 2 & 133
&
HEADER DETAIL
.'B', SHEET 18;
E'TAIL'J'8'K' SHEET `—i
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
4'
MA
/
NOM.
PANS
/
/
UN
HEIG
WIDTH TYP.
PE
MAX.
PER
SEE
TABI
DLO
TABLES 13
NOTE 2,
1:
HEIGHT
SHEET 15
a
a
O
X
X
X
PANE
TYPE
C.
,A,
T
HT
SILL DETAIL
ES-
'D', SHEET
MAX.
18;
4
INSTALL '
DLO
DETAILS
HEIGHT
'Did &'De.
SHEETS 12
PANEL"
I 11.
-TIQSI
YPE
NOM.JV/
PANEL .
DTH TYP.
PER
ISLES 1-3
F'
5
i
JAMB DETAIL'GT, SHEET
/-18; INSTALLATION DETAILS
t 'GW &'Go', SHEETS 12 & 13
)R INTERIOR
INTERLOCK DETAIL
M', SHEET 19
I
90' OUTSIDE CORNER
DETAIL'Nt', SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR
EXTERIOR
NOM. PANEL
I WIDTH TYP.
I PER TABLES
UNIT WIDTH 13
JAMB DETAIL ION SHEET P HOOK D INSTALLATION JAMB DETAIL'12', SHEET IS; INSTALLATION HEADER DETAIL'C', SHEET
18; INSTALLATION DETAILS 19; INSTALLATION DETAILET 14 DETAILS'BWWpc', ``/7 DETAILS'W &'Ic', SHEETS 12 & 13 18; INSTALLATION DETAILS
FA &'Hc, SHEETS 12 & 13 Jc','Kw' &'Kc', SHEET 14 SHEETS 12 & 73 / Cw 8'Cc', SHEETS 12 & 13
MA?
HE
F
TA
r MAX. UNff WIDTH ----------------------------
PANEL
PANEL
PANEL
PANEL__
TYPE
TYPE
TYPE
TYPE
Tr
I:
UNIT
NOM.
g j
GHT
/
/
PANEL
WIDTH TYP.
&
PER
IL ES
3
MAX
DLO
NOTE 2
TABLES 1-3
_ i
$ r
HEIGHT
SHEET 15
a
x
i
o
x
I
EXAMPLE: OXXXp SILL DETAIL'E', SHEET 18;
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
Ew' &'Ee, SHEETS 12 & 13
FL 34275
CFAT. OFAUTH. 12MB
r— MAX. UNIT WIDTH —�
PANEL
IPANEL,
PANEL
PANEL
TYPE: ,
TYPE=
.
.TYPE
TYPE
.F
,R
NOM.
UN
PANEL
HPE
WIDTH TYP.
%
SEE.
MAX
• i_.:`
, PER
TAB
O 2;-
DLO
TABLES 1-3
1
SHEET 1
HEIGH,T�
�
X
Lz:;;=
I
X
X
====
O
jj
GHT
3
PRODUCT REVISED
as comp Inyy with the Florida
Building de
IT
NOA-Nm 16-0629.06
Expiratlon Date 02/1712020
R
BY
LES
Mlaml- a o ue! Cont 1
, tO;;n)rr,/
a...
EMPLE: XXXO SILL DETAIL IF, SHEET 18; t0
XA
(4-TRACK, BY-PASS) INSTALLATION DETAILS
FW&'Fc',SHEETS12&13 ��i = '.✓`;
XAMPLEELEVATIONS
A-
ERIES 770 ALUM. SGD - LM IMPACT :`„
' — a""ra' A. LYNN MII f FR RE
5'Gt m NTS 16 m 22 PGTO130 B P.E.p 59705
PANEL'S RIGHT STILE TYPE
PANEL
I SINGLE
NTERLOCK
SINGLE
INTERLOCK
FIXED
LOCKSTILE
ASTRAGAL
ASTRAGAL
ASTRAGAL
90XOUT
ASTRAGAL IN
90NLOCKSTILE 90
LOCKSTILE
00 RECEIVER
90 RECEIVER
EXT CORNER
90 RECEIVER
36RECEIVERR
FR
135 RECEIVER
TYPES
OUT
IN
STILE
W/HANDLE
BOX OUT
BOX IN
WI HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/ HANDLE
W/HANDLE
#„3
W/HANDLE
W/ HANDLE
'
_.,
#„e
#31
#3,
it1
#119
#61 #118
#6,
INTERLOCK ffar
F
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TC
TAEFC
TV
TW
OUT
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FW
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D
M
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J
Mar"
w
ASTRAGAL
CUT
LR
PANEL NOTES:
}Box
W/ HANDLE
O=Oun
1. SEE DRTABLES 1-3, SHEETS 6-6 FOR PANEL
SIZES & DESIGN PRESSURE
)—
ASTRAGAL
BOXw
/ V
INTERIOR
LEFT ll RIGHT OR CROSSED
w
W/HANDLE
lewrun
2. PANEL TYPES NOT SHOWN OFF
J
PANEL PANEL; ARE NOT REQUIRED FOR ANY CONFIGURATIONS
EXTERIOR ARE NOT AVAILABLE. -
�—
ASTRAGAL
U
STILE STILE AND
U)
Box our
0n71
O 11
3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES
11 11
(#61), CORNER RECEIVER (#116) AND EITHER
PANEL'E' SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND EXTERIOR (#119) OR INTERIOR (#120) CORNER
AL
T
LJJ
BOXIN
Box IN
V
�e4
APPLICABLE STILE/ASTRAGAL REQUIREMENTS. ASTRAGALS.
4.135" ASTRAGALS TO USE HEAVY-DUTY STILES
INT
90LocxsnLE
goLOCK"�
RT
CI
�
(#61) AND CORNER ADDON (#31).
.J
W
Z
WI HANDLE #120
...... .'� �. 23Y
SILL RISERS OPTIONS = .232.
EXTCOMER
90LOCKSTILE-+
/-�
I /T
QS
Q
EL
W/HANDLE �179
�G
..
292' �' 232' EXTERIO� EXTERIOR
EXTERIOo EXTERIOR .O6Y
��jj1 4.DSS
_1_JJJJ11.... 3.305'
� a 2.656"
EXTCORNER #e,
W HANDLER
W! HANDLE 19
^T
!C
��
INT CORNER
A /
AS
DF
1.5e#,
.062' r
,,HA
C
�T
asRcomp gwith the Florida
�1SILL RISER FLAT' 20 SILL RISER. FLAT SILL RISER, FLAT 24 SILL RISER, FLAT Bulldln9 odo
N0A-No. 16-0629.06
FLUSH. 1-112" GLOW, 2-1/2" OMEDIUM, 3-1/4' HIGH, 4"1-�
[:XT CORNER
BD RECEIVER 0-`j�'
CF
C
•769' Expiration Date 02/17/2020
Ir-- .750 EXTERIOR By 1
f�--• .750' .OB2` Miami -Dad -duct Control
I I EXTERIOR
EXTCORNER #31
35 RECEIVER
Wl HANDLE -
� _
VS
VF
INr CORNER #3,
36 RECEIVER
W/ HANDLE
W T
WS
WF
-EXTERIO--R•�- EXTERIOR .�Y
� I 4 .062, 4.055' .
3.3D5'
_ .062' 2.555' l 1 '!
SILL
ER. BOXILL R 5.37�j5
SILL ISE/2R� BOX O 25
19•
E1R/2' 21
MILL EDIUME3-1 4oX HIGHR4
FLUSH, LOW,
• NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS
•. ST?.Ye Gr i•
rawer
o�
wrens
_
COGYOE
N. VOWCE r-L3zis(N ),8a„ti;
GIRT. OFAUM AMM
®
u."?a
PANEL TYPES
-:�
'I.ra-0-
A LYNN MILLER, P.E.
PEA58705
ra,
SERIES 770 ALUM. SGD - LM IMPACT
R'
1�yp/ts
�id'°B
°°°
y�'
SCD-770
earr
NTS
Hi0
17 d 22
pii°�"�'
PGTOi30
a"`
B
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
106 FULL LENGTH
14 OF JAMB
60 OR 81
Gt
2-TRACK JAMB
t65 6" LONG P� 10 5
W/ RETAINER #106
119 MIDSPAN (SHOWN WITH
5 FIXED PANEL TO
nEXTETHE INTERIOR)
V
� yRIOR
n
GTH
#10X3/4-
123jJAMB
2-TRACK JAMB
$MS. X 3
CLIP #80 OR #105
6" LONG
WI RETAINER #123
80
(SHOWN WITH
MIDSPAN
FIXED PANEL TO
THE EXTERIOR)
EXTERIOR
EXTEF
G
SHOWN WITN 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
2 TRACK WISCREEN
D FRAME SILL
ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1.3, SHEETS 6-6 FOR DP (PSF) ASSOCIATED WITH STILE.
Eh
G4
2-TRACK JAMB
W/SCREEN
3-TRACK
E FRAME SILL
10707SWAIMOGY0RN
N, tF]v 4t:3ws'; ,.
�1}aeo.rsa0
cam CFAUDt�mige
EXT
i I
4DETAJLGI
EL JAMB LENGTH
80
.. LOCK PART
759707-11 17
50 OR 61
16 5
5 S
FOR FUCED �
so PANEL CLIP 75 1rK 077- 1
SEE DETAIL G2
103 FOR FIXED
PANEL CLIP 5 OR 61
103
5
18 ]7
eI-I,EXTERIOR RIOR
�TL,EXTE� OR 61 �L EXTERIOR ��
3-TRACK JAMB v 3-TRACKJAMS v4-TRACKJAMB 4TRACKJAMB
Ht (SHOWN WITH � (SHOWN WITH 17 (SHOWN WITH (SHOWN WITH
OPERABLE PANEL) FIXED PANEL TO FIXED PANEL TO OPERABLE PANEL)
THE EXTERIOR) THE INTERIOR)
ram►
qWFRAMEHEAD
4-TRACK
F FRAME SILL
MAX. UNIT
HEIGHT PER
TABLES 1-3
SERIES 770 ALUM. SGD - LM IMPACT
.� ame a.e o..4tr�
Sco-no NTS 1B d 22 PGTO130
PRODUCT REVISED
0s comp neth the Florida
lldi
NOA-No. 16-0629.06
Fxpiratlon Date
�02/17/2020
By
MiamilDIdiroduct Control
•L .
No. S6iL•S •'•
A LYNN MIUFii P.E.
P.E.#56705
I
I
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 5 4 INTERIOR 8
tt3 Its
�l r-), � f.J � 7 11 113
n - -
e
' EXTERIOR
SILLS a
IRS 81
*_ ��►INTERIOR
♦• �'�-. a.-
i �.•.
m
EXTERIOR U
67
EXTERIOR
v 68
713 103 - t18 EXTERIOR
7
STANDARD ASTRAGAL#67
Lt WITH STANDARD STILES #60
HEAVY-DUTYASTRAGAL #68
a WITH HEAVY-DUTY STILES #61
90° OUTSIDE CORNER
Nt 2-TRACK SHOWN .
90• INSIDE CORNER
®2-TRACK SHOWN • ITEM #61 (HEAVY-DUTY
STILE) SHOWN, ITEM #80
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(STANDARD STILE) ALSO
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
APPLICABLE, SEE TABLES
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
1.3, SHEETS 6-8 FOR DP
(PSF)ASSOCIATED WITH
STILES.
4 INTERIOR
31 LOCK PART
75 & 107-11
5. 4 INTERIOR
7 11
- - 14 - .6 13f
Bt 32
EXTERIOR 61
14 7 135• INSIDE CORNER
\�W2-TRACK SHOWN . .
135' OUTSIDE CORNER
Ot 2-TRACK SHOWN ,
r rd7o7�araoXooroRrvE HORIZONTAL SECTION DETAILS, COM
K VEI!(CE li 3t275 ak
rhea rsao . SERIES 770 ALUM. SGD - LM IMPACT
1vrOh4 r,.d.a pVc CFl7T.OFAUIMtQBZA4 ® san•7m NTS 9 - 22 a•.ar PGT0130
PRODUCT REVISED
as complying with the Florida
Oullding Code
How -No. 16-0629.06
Expiration 13at-0211712020
By
MIam4 D`i W Product Control
/
•,`i �Y Ill :r:7�•�r
.........:
A. LYNN MILLER, P.E.
P.E*58705
Item
DWG T
PGT#
Description
1
17306
817306
2-]RACK HEAD
2
17303
017303
2-]RACK HEAD WITH SCREEN RAIL
3
17309
617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
517314
FRAME SCREW COVER
6
17317
617317
FRAME HEADI"BADD-ON
1
17304
1 617304
2-1RACK SILL
8
17301
617301
2-TRACK SLL WRH SCREEN RAIL
9
17307
617307
3-TRACK SILL
10
17310
617310
4-TRACK SILL
11
17313
61T313
FRAME SILL TRACK NSERT
12
17315
617315
FRAME SILL SCREEN ADDON (SEE NOTE 3)
13
17316
617316
FRAME SILL SCREEN END ADDON (SEE NOTE 3)
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
16
17308
617308
XTR4CK JAMB
17
17311
617311
4 7 RACK . WA B
18
17322
617322
SILL RISER -FLAT, FLUSH. 141T.. '
19
17319
617319
SILL RISER -BOX FLUSH, 1412"
20
17321
BIT321
SILL RISER -FLAT, LOW, 2U2"
21
17318
61731E
SILL RISER -BOK LOW, 2-1rY
22
17355
61T355
SILL RISER -FLAT, MEDIUM, 3-1/4-
23
17354
617354
SILL RISER -BOX MEDIUM, 3-1/4- -
24
17323
617323
SILL RISER -FLAT, HIGH, 4'
25
17320
817320
SILL RISER -BOO( HIGH, 4-
26
17333
617333
POCKET P-HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P-HOOK
28
17334
617334
POCKET P4iOOK MOUNT
29
17335
617335
E L00K COVER
30
IT34B
61734E
POCKET P�IGOKFORBOXRISER
31
17378
617378
1135CORNfR
32
17376
1 617376
1135 FOED MOUNT
ITEMS 40433
ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL -LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
442B
64428
SCREEN. DOUBLE INTERLOCK
45
4317
612256
SCREEN TOP RAIL
40
4319
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
48
ON
7SRAX
STANDARD ROLLER - ST. STL
49
4344
64344
SCREEN ASTRAGAL
-50
- 17349
- 617349
0)0.SCREEN ASIRAGALADAPTER
51
52
16M
1694
61692
61694
SCREEN SPLINE-.185'
SCREEN SPLINE -.150'
53
81816C20
SCREEN CLOTH
54
f725
1/2"X4"Xl/lW SET. BLOCK, NEOPRENE 85 tl�'
,
Item
DPWG #
PGT#,
Description
80
17325
617325
PANEL STLE
61
17328
617328
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
67P248
VNYLBULB WSTP.-THIN INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
817328
INTERLOCK SCREW COVER
67
17329
91T329
ASTRAGAL '
68
17339
617339
HEAVY OUTY ASTRAGAL
89
17324
8t7324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-112' X 1" X3/P HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL ROLLERASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74 .
SILICONE
DOW-M, DOW-A5 OR GE-7700
75
8185
78185X
GEMNI MORTICE 3-PLY DUAL LOCK WRONG TRIM PLATE
76
71032)OFPFX
910-32 X 1" FL. SS SCREW W/ TYPE'F' TIP
77
7103239
1032 STEEL ZINC U•NUT
79
' 17357
617357
1" IG BEAD
tm
,.17359
e17359
7116' BEAD A FDC=D PANEL CLIP
81
17360
617360
9N6'BEAD
62
1224
. BTP2471C
VINYL BULB WEATHERSTRIP
83
81745
174;i
LONE INC, 117 X 1116" SOL SIDE ADH. TAPE, POLYETH.
100
. 'BD52
4BO52
IROI I ER AOJ. HOLE PLUG
161
72087
JAMB BUMPER
102
1698
71693
OUSTPLUG, --•
103
Fi58
78186X
1-KEEPER
104
853
7SDKEEP -
SCREEN LOCK KEEPER
105
17344
617344
FDIFD PANEL CLIP -e' LONG
106
17352
617352
FDED PANEL RETANER-9'18',
f077
39
71739
HANDLE KIr- NTERK)R RAISED WITH THUMB TURN
108
1740
Ti740
HANDLE KIT- RAISED MUERKR HANDLE
109
1731
78le2SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
70178
HANDLE KIT- RECESSED EXTERIOR PULL
TIT
710X34PPSOAX
410 X3/4' PH. PIL TEK- S.S.
112
1235
67518
WSTP,.27OX.170-FIN-SEAL
113
1712
64066
.187"X.23VFNSEAL
114
710X115PPX
#10 X 1-1I2'
115
710MAPT
910 X 1"
Ills
7=X
4%2OX1'S.S,
117
72W l2X
#14,20 X 1-1/2" S.S.
118
17336
617336
90 DEGREE CORNER RECEIVER
119
17337
617337
90 DEGREE OUTSIDE CORNERASTRAGAL
120
17338 1
8117338
90 DEGREE INSIDE CORNER ASTRAGAL
123 1
17352 1
617352 JFDEO
PANEL RETAINER, 7/8'
rpmrEan7aoorowtls PARTS LIST
lLVV[MMC6 FL 38275
(wr}4ao r600 SERIES 770 ALUM. SGD - LM IMPACT
swuere -. sot ao.e .
CETi7.OFAUVL0iZ 76 . ® sGo-ry -" . NTS. 20 - 22 PGT0730
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 33-39. 56.59. 66. 78, 84-99,
121 8,122 ARE NOT USED AND ARE
NOT PART OF THIS APPROVAL
3) USE OF #12 OR #13 REQUIRES
MIN. #10 SMS OR 3fl 6'MASONRY
ANCHORS @ 24' MAX. O.C.
PRODUCT REVISED
as eomplyyT1n9 wHh the Flodda
Building Co1�e
NOA-No. 16-0629.06
ExplrnUon Date 02f1712020
BY- �-
69Taml�dudt Control
A. LYNN MILLER P.E.
P.E.#WM
1'36"
0.080,
1.872'
FT
1211' 1.505"
_t 0.081" 0.062' 1.019"
0.081" 0.081"
O(60T6ALE4D 10 6TT6ALLL 40 STCC
ILE .
6.198° (6063-T6 AL)
6.198" - 6.526' � 5.069"
_ - 0.080" 11.045"
1.505,
1.211° _ �
1993" 0.062"
0.081' LIP
YO2-TRACK HEAD W/ SCREEN TRACK O9 3-TRACK SILL
E
(6063-T6 AL) (6063-T6 AL) 6.221" 14 2 TRACK JAMB OSCREEN
(6063-T6 AL) TOP RAIL
7.1
(6063 T6 AL)
05" 2-TRACK JAMB W!
cisSCREEN TRACK
0.080, (6063-T6 AL) 1.36"
ks
1211" 1.506" -!j r- 0.876°
Fn--i u u -- . -y 1.36' 1.993�"1::I
0.081" Og 3-TRACK HEAD O8 2 TRACK SILL W/ SCREEN TRACK I L 0.062"
(6063-T6 AL) (6063-T6 AL) 0,081° SCREEN
BOTTOM RAIL
9 142" (6063-T6 AL)
4.49' 0.081
0.080'
1.211" 1.505" 7.105"
(0.081" 4-TRACK HEAD O7 2-TRACK SILL 9.141"
(6063-T6 AL) - (6063-T6 AL) PRODUCT REVISED
- as compic with tho Fladda
Bullding Coda
NOA-No 16.0629.06
0.060" E pintlon Date 02/17/2020
- - .5- 62°0.0'
By
1.80532" 0760' Merm uc on
0' -
.1
.518"-- 1•-..
OAFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN • FRAME SILL SCREEN
DD ON 12 ADD-0N 13 END ADD -ON 18 3-TRACK JAMB
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063 T6 AL) c`
REQUIRES MIN. #10 SMS REQUIRES MIN. #10 SMS :•. 53 75
OR 3/16" MASONRY OR 3/16" MASONRY 17 4-TRACK JAMB
SEE SHEET 17 FOR SILL RISERS. ANCHORS c@ 24" MAX. O.C. ANCHORS @ 24- MAX. O.C. (6063-T6 AL) / 6 � (b '•
f "w lomrrrrwaocrnavE EXTRUSIONS co, l:;l•.. : =":
N.VHJICQ FL SI275 � -'-x .-••.••-•. �•.-
�� SERIES 770 ALUM. SGD - LM IMPACT ?! • "''
a"'bro 1°'' 0.LYNN MLLMP.E
JR cxroFansNS 2BRvr. 1 P.E.NWM
0.7181 { 0.83°
3.802'
0.752°
0.574"
0.062" 0.080"
0.264" 0.075"
GORME
E 11 SILL 2s P-HOOK
COVER OTRACK O(6063-T6AL)
(6063 T6 AL) (6063-T6 AL)
w2:44'
0° 1.488"
.080" 1.870"
.018"
31 135' CORNER 32 135" FIXED MOUNT
(6063-T6 AL) (6063-76 AL)
3.979"
C0.075"
1.645"
0.125""
57 STANDARD ASTRAGAL
(6063 T6 AL)
2.304"
0.752° f0�064V
0.062° 0.796'
0.233"
P-HOOK MOUNTING
28 P-HOOK SCREW
26 ADAPTOR COVER
(606346 AL) (6063-T6 AL)
4-
0.062"
1.600
Imo- 3.125
6o STANDARD STILE
(6063-T6 AL)
0.281" ---1 1-
HEAVY DUTY ASTRAGAL
(6063-T6 AL)
3.802'
1.163'� 0.885"
0.080 30 P-HOOK FOR BOX RISER
(606346 AL)
jam--- 4"
1,739"
1.600
i
0.133' 0.062' 1.3Q3" �+
I� Ij
11.888"
1 0.325'
Fes-- 3:925'. 0.062"
61 HEAVY DUTY STILE 82 65 INTERLOCK INTERLOCK
(6063 T6 AL) - ADAPTER SCREW COVER
(6063-T6 AL) (6063-T6 AL)
4.125"
.645' 0.062" 1.31104
3.26"
89 TOPBOTTOM RAIL
(6063-T6 AL)
1.003"
1.03"
"0.7570.080A
0.050.
705 FIXED
PANEL CLIP 0.719" 2.893"
(6083-TB AL) 1.498
o.oso•
.550" 0.863
-- 0.709" 723 FIXED PANEL -
RETAINER 718° 2826"
0.080' :;-7T (6063-T6 AL)
FIXED PANEL 11s 90" CORNER RECENER
108 RETAINER, 9/16" (6063 T6AL)
(6063 T6 AL)
10050" 1�-
50"�[.104
1.050"
0
51.
.(
485'.289
-'
7a G
BD IG.)OBEAD, FIXED
EADLAZIN�1+G
B
(6063-T6 AL) PANEL CLIP
(6063-T6 AL)
(6063 T6 AL) .
4" � 5.621"
0.133° 1.498" 0.133"
;i
4" -
120 9D° INSIDE CORNER ASTRAGAL
119 90' OUTSIDE CORNER ASTRAGAL -: `; : _ (6063-T6 AL)
(6063T6 AL)
VENMF, R.
SERIES 770 ALUM. SGD - LM IMPACT
770 ALUM. SGD - LM IMPACT
as.swxc ass are wvra
CEM OFAM 02MM ® Sco-rro NTS 22 d 22 PGTO130
PRODUCT REVISED
as com Iy.2 wIth the Florida
Bullding Code
NOA-No. 16-0629.06
Expiration Dat%!,!�
ey
Miami-l) �duct Con
A LYNN MILLER, P.E.
P.E.S 59705