HomeMy WebLinkAboutNOA; Series SGD-770 Aluminium Sliding Glass Door with 90 & 135 cornersMIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/econom
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 (AHD). � ,
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 ra ar eet the requirements of the applicable building code.
This product is appro as d ribed herer d has been designed to comply with the Florida Building
Code, including the igh V ocity Hurricane Z e.-
UESCRIPTIO : Series "SGD-770" Alu7PG
i m Sliding Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL D CUMENT Drawing T0130, titled "Series 770 Alum. SGD - LM Impact", sheets
1 through 22 of 22, , with revision C dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bear' r- a e o ro u of Revision -stamp with
the Notide of Acceptance number expiration date by the ami-Dade County Pro t ntrol Section.
MISSILE IMPACT RATIN : Large and Small Missile Impact Resistant
LABELING: Each unit shall ear a permanent label with the manufacturer's e or logo, city, state,
model/series, and following statem . "Miami -Dade Coun n rol 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 IJOA 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# 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. Plaseneia, P.E.
I
NOA No. 17-0420.12
QMIAMI-DADE COUNTY 1 Expiration Date: February17 2020
1�! t Approval Date: September 28, 2017
Page 1
PGT Industries, Inc.
NOTICKOF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 14-0123. 10)
2. Drawing Na. PGT0130, titled "Series 770 Alum. SOD — 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 Telst 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/ PSI, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/17/16 and,06/20/16, all signed & sealed by Idalmis Ortega, P.E.
(Submitted rinder NOA No.16-0629.06)
2. Test reports (in_ 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
1 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. I4-0123.10)
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,
(Submitted 'inner NOA No. 09-0826.10)
Jorge M. Plasencia, P.E.
P duct ControI 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
i
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-5tb
Edition (2014) and FBC-611 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
"TrosifolO 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
"SentryGIasg (Clear and White) Glass Interlayers" dated 06125115, expiring on
07/04/18,
F. STATEMENTS
1. Statement letter of conformance with FBC-51h 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 RER.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-8968.
G. OTHERS
1. Notice of Acceptance No.16-0629.06, issued to POT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90° &1350 corners - L.M.I, approved
on 08/04/16 and expiring on 02/17/20.
Jorge M. Plasencia, P.E.
P,,ruXduet 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 & 900/1350 CORNERS
GENERAL NOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET & GLAZING DETAILS ON SHEETS 4 & 5.
2 DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO.
3) ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE DETAILS SEE SHEETS 6-14.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL. -— -- - -- ----
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
9) TEST REPORTS: FTL-5980, FFL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-6036 AND FTL-7554
TABLE B. SEE DETAILS ON SHEETS 4 & 5
Type
Description (Listed fmm Exterior to Interior)
G3
7118' ed: (2) Liles c13/16' HS Glass with .09T PVB Interlayer
16" Laminated: (2) Liles of IW HS Glass wI1h.090' PY0 Intedayer
G4
7116' Laminated: (2) LItm of 3118' HS Glass with .090' SG Intedayer
G4A
RMW Laminated: (2) Liles cf 1W HS Glass with .090• SG Inledeyer
GO
V Laminated LG.: 3116' TExtedor Cap +316" Air Speed 7/160 Laminated; (2) Liles of 3/16' HS Glass vldh .090' PVB Inledayer
GSA
1'Laminated I.G.1.1W TExterior Cap+6/16"Air Space+7116'Laminated; (2)Was of3/16' HS Glass with.090' PVB bdedayer
Gil
1'Laminated LG.:Y16'TExleflor Cap+3W Air Space+7116'Laminated;(2)Liles of3'16' HS Glass with.090' SG kdedayer
GGA
T lamfnaled LG.: 1W T Extedcr Cep + 5116' Air Spaao+ 7119Laminated; (2) Liles e1311W HS Glass w8h .090' SG hdedayer
G7
7/16' Landnated: (2) Liles of 3N8" AN"4 Glass with .097 SG Idledayer
G7A
9/16° Laminated: (2) Loes of 1/4' ANN Glass with .090' SG Irdedayer
GB
ill Laminated LG.: 3118' TExtedor Cap+ 3/8" Air Spece+ 7116' Laminated; (2) Dles 03/16" ANN Glass wfth .090' SG Inleriayer
GBA
IVL=bmled LG.: 1/4"TExtedor Cap + 5/16'AirSpaee+ 7116' Laminated; (2) Liles o13116" ANN Glass wkh.09T SG Inlerieyer
'ANN' = ANNEALED
'HS"=HEAT STRENGTHENED
T' ' =TEMPERED
°PVB" > .DOD" TROSIFOL® PVB BY KURARAY AMERICA. INC.
°SG° = .09D" SENTRYGLASO BY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1, 2 & 3 ON RATED FOR LARGE & SMALL
SHEETS 6, 7 & 8 MISSILE IMPACT RESISTANCE
CODES/ STANDARDS USED:
$2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION
•2014 FLORIDA BUILDNG CODE (FBC), 5TH EDITION
�ASTM E1300-09
�ANSIIAF&PA NDS-2015FOR WOOD CONSTRUCTION
'AALUMINUM DESIGN MANUAL, ADM-2015
:AISI S10042
RISC 360-10
UPDATED TO FBC 2017,
GENERAL NOTES .............
I
EXAMPLE CONFIGS..........
2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .....................6-14
DESIGN PRESSURES
6-8
INSTALL DETAILS..............12-14
ELEVATIONS .....................15.16
PANEL ISILL TYPES.........17
CROSS SECTIONS ............
18,19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
N. VENIM FL 34275
M41)480.1600
CERr. OFAU"L 929206
�omrr
As MXWRMe,=
,w.monaRrsr m
TABLE A:
Anchor
Group
Anchor type
Frame
Member
Sum
Min. Edge
Distance
Min, O.C.
Distance
Min'
Ernhedment or
Metal Thickness
A
#1218.8 SMS,
(Fy=60 kel. Fa= 95 Rail
012410 SS SMS,
(Fy= 90 ksi, Fa 110 ksi)
All
Southam Pine (SG = 0.55)
9116"
718•
1-3/B"
6063-T5 Aluminum
3/6'
9/16"
01090,
A36 Steel
3/6'
0/16"
0,060"
Gr. 33 Steel Stud
318"
9116•
0.045' (18 GO)
1/4' Elco Aggre-GefarO
Fy=57 Rai, Fa=96 ksi
All
Concrete min. Z22 ksq
1--112,
3"
13v8"
Jamb / Pfiook
Filled Black ASTM C90
2"
3"
2"
Jamb/ P-hook
Hollow Block(ASTM C90
2"
3"
1-114"
All
Southern Pine(SG =0.55
1"
1'
1-3f8"
B
812 Steel SMS (Gr. 6)
(min. o13 threads beyond
metal substrate)
All
Southern Pine (SG = 0.55)
9116°
7/8'
1318" -
6063-T5 Aluminum
3)8'
9)16'
0.090"
A36 Steel
3/8"
OM61
(LOW
Gr. 33 Steel Stud
30
9)161
0.045. 18 Ga
C
114' Elco UIIraCar9
F e 155 ksi, Fs=177 ksI
All
Concrete (min. 2.85 ksq
1"
4'
Jamb / P-hook
Hollow Block (ASTM C90)
1"
6'
1-114"
-
- ---Fy-155 ksi,-F6=-1
All
Camel. (min. 2.85 ksi)
2-1/2'
4"
13/8'
Jamb / P.heok
Filled Block ASTM C90
2.112,
4°
1,V4"
b / P4tock
Hollow Block ASTM C90
2-1/2'
8•
1-1/4'
1/4' 410 85 Moo IaFIeX®
Fy-127.4 Rai, F"= 109.7 kal
He lSIII
Conoreto min. 3.35 ks1
1"
4-
1-3/4'
Jamb / q4mlt I
Concrete min. 3.35 ksq
1°
6"
13/41
Jamb dock
Hollow Block ASTM C90
2.1@'
6"
1-1/4"
All
Seuthem Pine G = 0,55
1"
1'
1-3f8'
1) WHERE SUBS 13ITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL
2)ALL ANCHOR HEAD TYPES ARE APPLICABLE
3) FOR STEEL STUDS, MIN. FU = 45 KSI, MIN FY=33 KSI.
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5)ANCHOR$ MUST BE OF SUFFICIENT LENGTH $O THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY
MIAMI-DADE COUNTY APPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, THIS SHEET.
PRODUCT REVISED
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK.
as complying with the Florida
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
Building Code
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
NOA-No. 17-0420.12
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS
EJKplration Date 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS
By
Miami -rue Product Control
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD & TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
GENERAL NOTES
SERIES 770 ALUM
scow I NTS I i + 22 1 POT0130
,111111111/r�
`tt oy�
LYNgf��.,.
t No. 58705 c�7`
G�
A LYNN MILLER, P.E.
P.E.# 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH Aw
PER TABLES 1-3
Gc ma)l u°f o w
MAX. UNIT
HEIGHT
PER TABLES 1-3 Ix
POCKET
-per---'
-- I PANEL
CONFIGU
1 MAX. UNI WWI -
NOM.PANE WIDTH
PERT LES 13
PERTAB4ES 1-3
NOM. PANEL WIDTH _
PER TABLES 1.3
1 13
MAX. UNIT 13
HEIGHT t 1
PER TABLES 13
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
LOCATIONS USING DETAIL "Jw", "Jc", 'KW'OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
PXXXXp, PXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH
1 3
CAN BE OXXXp.
PER TABLES 1-3
i
2) 90' & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
i
OF ANY 2 STRAIGHT CONFIGURATIONS.
Jw Jc I �
MAX. UNIT t3 9 14 z a 8
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
HEIGHT
PER TABLES 1-3 I
"X" = OPERABLE PANEL,
"O" = INOPERABLE PANEL,
a
POCKET i n
'p" =POCKETDETAIL LETTER
_per___,
Y w" = WOOD OR METAL INSTALLATION
"e=CONCRETE INSTALLATION
2-_P L
W
CONF URATIONS 12 13
"H—EETNUMBER
MAX. UNIT WIDTH
DLO TH = NOM. PANEL WIDTH
-1
0 HEI T =DOOR UNIT HEIGHT-10.125°
NOM. ANEL WIDTH 1 ° 12
g3 P EL HEI = DOOR UNIT HEIGHT-1.866"
P TABLES 1-3
IS
POCKET j
Gc
1 13
? . UNIT z 3
'7 HEI HT c
P 1 13
j ABLE 1-3
m
m
m
m
�7
EF7
4- I
I
1
14 1 I�do
W�-c
U
$Q
POCKET
_J`'
PRODUCT REVISED
NS
4-PANEL CONFIGURATIONS
1 13 1 13
as complying with the Florida
13 13
Building Code
NDA-No. 17-0420.12
MAX. UNIT WIDTH
AX. UNIT WIDTH
Expiration Date02/17/2020
A Ac c Cc
1 3 - Sl
NOM. PANE TH
PER TABLES 13
tP g
c
my-
Mlaml-D0'Fraduct Control
�
imE7 I ill m
5-PANEL CONFIGURATIONS
CHANGES THIS
Jc I
1 I
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ID
POCKET in
1070 TECHNOL00yLNNVI
N 1'EWJICF- FL 34276
*41)48&1600
CERT. OFAU7H. N2SM
MAX. UNIT SEE
HEIGHT / 1e Gre
PER J e z,1Rls
TABLES 1-3 / sH
19 0
CR
EXTERIOR � 1
CORNER. TYP.
(OUTSIDE CORNER SHOWN,PIE
INSIDE CORNER SIMILAR)
``1111uuurrri
: •y1CPJVS ��(
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No. 58705
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A. LYNN MILLER P.E.
P.E.1t 68705
KAMPLE CONFIGURATIONS
ERIES 770 ALUM. SGD - LM IMPACT'
wze a
sco-no
srds
NTS
some
2 -22
A.�."-
PGTO130
Ae.:
C
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355-7/16° @ 96" HEIGHT
300-1/4" @ 120" HEIGHT
NOM. PANEL WIDTH
a z to 1 a
PER TABLES 1-3
19
9
19
19
9
r
Jw Jc I
1 I
I �
X.
MAXIT 1 is
9
is
,a woG
HEIGHT, 1 3
s
9
is
,9
99" OR 120"
Iqa..
POCKET ;
6-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH Ac a cc
PERTABLES 13 73 1 13 2 3
.,
1Vlot1
IMAX.
UNIT
HEIGHT ®®
1;1:1
ill
PER TABLES 1-3
e �
1 1 io�o
POCKET ; a
- \a----�
7-PANEL CONFIGURATIONS D
1 1 , 13 48 13
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
1 13
MAX. UNIT 1 13
HEIGHT is
PER TABLES 1-3
1
iL'7Qma►��ir7 ■
�l
riI-.7
m
m
iE•1
m
m
m�m�mm�
im['•7
f�FJ
m
m
i�F'7
fml'•7
m
8-PANEL CONFIGURATIONS
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JW , "Je. "Kw" OR 'I INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXX 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 1-3.
'I OPERABLE PANEL,
"O" = INOPERABLE PANEL,
°p° = POCKET
- -DETAIL LETTER - - -- —
YrP = WOOD OR METAL INSTALLATION
Cl 'c"=CONCRETE INSTALLATION
SHEET NUMBER
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT - 1.866"
Jw Jc
1RH
POCKET i y
N. yENICE, FL 34275 CONFIUUKA iIUNSCERr.OPAU1H.#2=5 SERIES 770 ALUM. SGD - LM IMPACT
NO CHANGES THIS SHEETcapridwr—fr�[�,76"MtjLL-
enmxmd,e I — a,.ee-
msI pan saa77a NTS 3 s 22 PGT0130
PRODUCT REVISED
as complying with the Florida
Building Coda
NOA-No. 17-0420.12
Expiration Date 02/17/2020
-- \�.(31AY.LYNN /,i
�.:' No. 58705
/","ONAL
A. LYNN MILLER P.E.
RES55705
GLAZI DETAILS G3, G
7/16" NOM.
3/16" HS GLASS
.090" PVB
3/15" HS GLASS
82
EXTERIOR
a
9/16" NOi
1/4" HS GLAS
.090" PVI
114" HS GLASS
52
ttt�
W
7/16" NOM. 1" NOM.
3/16" HS GLASS 3116" HS GLASS
.090" PVB
.090" SG 3/16° HS GLASS
3116" HS GLASS 74 318° AIR SPACE
3116" T GLASS
3/4" NOM. ERIOR 3/4" NOM. d
GLASS GLASS 124.127 3/4° NOM.
BITE BITE GLASS
EXTERIOR BITE
79
54 54
56
TYPE G3 7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G, GLASS, TYPE G5
9/16" NOM. 1 ° NOM.
3/16" HS GLASS
1/4" HS GLASS .090" PVB
090" SG 3/16" HS GLASS
74 114" HS GLASS 74 5/16' AIR SPACE 74
82
1/4" T GLASS PRODUCT REVISED
as complyln9 with the Florida
Bull In Codo
IL3/4" NOM. 3/4" NOM. NOA-No. 17-0420.12
EXTERIOR GLASS - EXTERIOR GLASS 3/4" NOM.
124127 GLASS Expiration Date 0211712020
a BETE a BITE BITE By
EXTERIOR Miam -Da roduct Control
61 81 a
79
54 54
55
9/16" LAMINATED GLASS, TYPE G3A 9/16" LAMINATED GLASS, TYPE G4A 1" LAMINATED I.G. GLASS, TYPE G5A
I I
.�`� �ONY•�YNN ��.
GLAZING NOTES: No.55706
'ANN" = ANNEALED _
°HS" = HEAT STRENGTHENED
SEE SHEET 15 FOR SPACER DETAILS.
'T"=TEMPERED '� ••. "i Fl �,� /,��Y
® 10m7ECHNOLOGYORNE - STA .'•K/�
°PVB"=.090°TROSIFOL PVSBYKURARAYAMERICA,INC. N.VENICF,FLaa275
°SG"=.090"SENTRYGLAeBYKURARAYAMERICA,INC. 1j�C7fi� GLAZING ��tSSAORIOP
"r RI CERT.OFAIJIH.#2M SERIES 770 ALUM. SGD - LM IMPACT i
JR 04/0SM7 C NO CHANGES THIS SHEET. 1f1 11
cavn "r m'°: w°�te D°br covracrrremir ® sw.Am4 am�c srt m.umnn rt.s A. LYN��111i�R, P.E.
Pd11"M"�°' � soana NTS 4 m 22 PGTO130 C REA5s705
JR 10I70114 ALLfiIOM mswm
B
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
1NOM. 7/16' NOM.
3/16" HS GLASS
3/16" ANN GLASS
.090" SG
3l16' HS GLASS
.090" SG
3/8" AIR SPACE
74 3/16" ANN GLASS 7`
3/16" T GLASS
82
83
3/4° NOM. EXTERIOR 314" NOM_
tea tzT
GLASS 4 GLASS
BITE
EXTERIOR
3/16"ANN GI
.090"
3/16" ANN GI
318' AIR SP/
3116" T GLASS
1" NOM.
314" NOM.
GLASS
BITE
1" LAMINATED I.G. GLASS, TYPE G6 7/16" LAMINATED GLASS, TYPE G7 1" LAMINATED I.G. GLASS, TYPE G8
1" NOM. 9/16" NOM. 1" NOM.
3/16" HS GLASS 3116" ANN GLASS
.090"SG— 1/4"ANN GLASS .0901-S
3/16' HS GLASS .090" SG 3116" ANN GLASS
5l16" AIR SPACE 74 1/4" ANN GLASS 74 5/16" AIR SPACE 74
1/4" T GLASS 1!4" T GLASS PRODUCT REVISED
a2
• � 63
as complying with the Ftarido
_ Building Code
f2a12T 3/4"NOM. ExrEwoR 3GLASS Noallo. 17.0420.12
3/4" NOM. Ex Ira
GLASS 124 127 GLASS P flon Date 0211712020
BITE
BITE BITE
EXTERIOR b Mlaml-Da Protluet Control
EXTERIOR
Bt
79 � T9
55 54 55
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A
```�nulrl14rr
* No.58705
GLAZING NOTES:
"ANN° =ANNEALED -
"HS' =HEAT STRENGTHENED '•
s
"TTEMPERED SEE SHEET 15 FOR SPACER DETAILS. % O O I r Ic/
" = .t�
ro7oTEctwoLoarwave �i�
"PVB"_.090°TROSIFOL®PVBBYKURARAY AMERICA, INC, xVENICF-FLW76 GLAZING DETAILS �:,�tSS,•.o..... •G��`�
"SG" = .090" SENTRYGLASD BY KURARAY AMERICA, INC. (gar)4ao-raoa /"/ ANAL EN,111
^� R. CERLGFAurx�296UUT
SERIES770ALUM. SGD-LMIMPACT
rrrllllll+`++
JR 04N67T C NO CHANGES THIS SHEET.
coPmlGxroanr s.taM1bnr �` a 5 a'�v� A. LY -E MILLER, P.E.
pia ar°rvrnne ca�a ] �' „sco-no NTS 5 d 22 PGTOi30 C P.E.#587a5
TARI P 1-
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 135° comer units, see sheet 11
Maximum DP for all sizes;
+601.60 psf
(May he limited by Table 1A)
Table applies to Glass Types 3,
3A, 5, 5A, 7, 7A, 8 & SA and
the SlllelAstragal Types shown
below.
Door Unit Height
80"
g4"
gp^
go"
69-718" DLO
Anchor Group
73.7/6" DLO
Anchor Group
79.7/8" DLO
Anchor Group
85.718" DLO
Anchor Group
A
B
C
D
A
B
C
D
A
S
C
D
A
B
C
D
-
HeaNSill
C4+1
C4+1
C4+1
04+1
C4+1
G1+1
C4+
C4+1
1 04+1
+1
C4+1
C4+1
C4+1
C4+1
G4+1
GS+1
24"
DLO
Jamb
8
a
8
a
8
B
8
8
8
8
8
8
a
8
8
a
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8r7+
7+8
7+B
7+8
7+8
7+8
7+8
GHead/Sill
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
30"
23"
Jamb
a
8
8
8
8
B
8
8
8
9
B
8
8
8
8
v
DLO
P-hook
6+7
6+7
6+7
6+7
7+8
7+6
7+8
7+8
7+8
7+8
7r8
7+8
7+8
7+8
7+8
Head/Sill
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
36'DO
Jarna
8
8
8
8
8
a
a
8
8
8
8
8
a
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+B
-7+9
-7+g
-7+8-
-7-Wl
C4+1
C4+1
C4+1
C4+1
C1+1
C4+1
04+1
C4r1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+142'"
Jamb
8
a
a
8
8
8
B
B
8
B
8
6
a
8
8
z'
DLO
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+6
7+8
7r8
Head/Sill
04+2
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
Cd+2
C4+2
C4+2
48"
DLO
Jamb
8
B
B
a
8
8.
8
a
8
8
6
8
10
8
8
8
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+8
7+8
7+6
TARI F 1A-
SIII Height to Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-1/7'
see note 3
Low - 2-1/2'
+ 46.67
Medium - 3.1/4"
+ 60.0
High-4"
+60.0
ACC NU 1 tS 1-3
FOR EXAMPLE ON USING TABLE, SEE SHEET B.
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', 3-1/4" AND 2-1/2' SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
DLO HEIGHT=
BE USED WHEN THE DOOR IS PROTECTED BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
DOOR UNIT HEIGHT- 10.126'
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.
lOH LENGTHDf
I.
C7
s of OH RATIO Z 1
OH RATIO = OH LENGTH
OH HEIGHT
Interlock
P-hook
Lockstile @ 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
Standard Stile
Standard Stile
Heavy-duty stile
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty Stile
Standard Astragal
a_LJ-0
Outside Comer
Insidelde Cor
Outside
Inside
Corner
Inside
Corner
Outside
Cotner
Part #60 (z2)
Part #60
Part #60
1
Part #60 (Stile)
Part 067 (Astragal)
part #60
Part
Part #61 1B (Stile)
(Corner
Receiver)
Part 411.9 (Out)
Part #120 (In.)
parts #31(St#32
(Corn. & Fxd Mount)
Part #61
REVISED TABLE 1.
(441J 4B0-1800 m
CERT. DFAurx.92isM SERIES 770 ALUM, SGD - LM IMPACT
copma'"..Elf ® mlefVue.e ed.: ati.e 0""y
.",°r",'o`., mU SGD-770 NT'S s a 22 PGT0130
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
By /
��
y} No.58705
sS'�.ORIDP. •'G���
.\ �
/;0NALt0'0"
A. LYNN MILLER RE
P.E.# 58705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal enchorage on 90' or 135' comer units, see sheet 11
Maximum DP for all sizes; +BD1.60
(May be limited by Table 2A)
Door Unit Height
Table applies to Glass Types 4, 4A,
80'
84'
90"
96'
102'
108"
114'
120"
6, 6A, 7, 7A, 8 & 8A and the
Stile/Astragal Types shown below.
69.718" DLO
73.71S' DLO
79-7/8• DLO
85-718" DLO
91.7 8 LO
97-718" OLO
103-718' DLO
109.7/8' DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
AnchorGroup
Anchor Group
A
B
C
D
I A
B
C
D
A
B
C
D
A
B
C
D
A
B
1 C
D
A
B
I C
D
I A
I B
I C
D
A
B
C
D
edl5iil
+1
C4+1
Gi+1
COI
04+1
CA+1
Cs4+1
C4+1
C4+1
C4+1
C4+1
C4+i
+1
C4+1
+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
04+1
04+1
C4+1
G1+1
CA+1
I C4+1
C4+1
04+1
C4+1
C4+1
li4+1
24'
DLO
Jamb
a
B
B
B
B
8
B
' B
a
8
8
8
1 8
1 8
8
8
10
10
10
10
SO
70
10
10
10
10
10
10
10
10
10
10
P-hook
8+7
5+7
6+7
6+7
7+8
7+8
7+B
7+8
7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+0
8+9
8+9
8+9
B+B
8+9
B+9
6+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head/Sill
G4+1
C4+1
07+1
04+1
C4+1
C4+1
C4+1
C441
COI
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+i
C4+1
C4+1
04+1
COI
C4+7
C4+1
4+
C1
C4.1
C4+1
C4+1
C4+1
C4+1
30°
p
Jamb
8
B
B.
B
B
8
8
B
8
8
8
8
1 8
8
B
8
10
10
10
10
10
10
10
10
10
10
10
10
to
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+0
7+8
7+8
7+8
7+6
7+8
B+9
8+9
8+9
8+9
8+9
8+9
8+8
8+9
to
9+10
9+10
9+10
9+10
9+10
9+10
8*10
Head/Sill
C4+1
C4+1
CA+t
04+1
C4+1
C4+1
C4+1
C4+1
04+1
G4+1
C4+1
04+1
C4+1
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
COI
D4+1
04+1
C4+1
C4+1
C4+1
g 06'
O
Jamb
6
6
8
6
8
a
8
8
8
a
8
6
8
8
8
8
to
10
10
10
10
10
10
t0
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+B
7+8
7+8
7+8
7+8
7+8
7+B
7+8
8+9
8+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
9+10
—
Head1S111
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
GF+1
C4+1
04+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CS+1
CS+1
C4+1
C4+1
a 42'O
Jamb
8
8
B
8
8
8
8
8
8
8
8
8
8
8
a
8
10
10
10
10
10
10
10
10
10
t9
10
10
12
10
10
10
-9
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
1 7+8
7+8
7+5
7+8
7+8
7+8
7+8
7+8
7+8
6+9
g+9
8+9
B+9
8+g
8+9
B+g
8+9
9+10
0+10
9+10
8— 0
8+10
9+10
9+10
9+10
-�-
Head/SOI
0'1
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
G1+2
G4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
—,
C5+2
C5+2
C4+2
C4+2
C5+2
CS+2
C5+2
C5+2
C5+2
C6+2
CS+2
C5+2
48'
DLO
Jamb
8
a
a
a
B
8
a
8
e
e
8
8
10
a
B
8
10
70
10.
10
10
10
10
10
12
10
10
10
12
10
10
10
P-IoOk
6+7
6+7
6+7
0+7
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
7+6
7+8
B+9
8+9
B+9
8+9
8+9
B+9
8+9
8+9
9+10
9+10
9+10
8+10
9+10
9+10
9+10
8+10
54'
DLO
Hcad/S01
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
C4+2
04+2
G1+2
04+2
C4+2
C4+2
C4+2
C4+2
04+2
available in these sizesW
Jamb
a
8
8
B
8
8
8
0
10
8
B
B
10
a
8M
P-hook
8+7
6+7
6+1
8+7
7+8
7+8
7+8
7+B
7+B
7+B
7+8
7+8
7+8
7+8
7+8.Not
C4+2
C4+2
Gi+2
C4+2
G4+2
C4+2
C4+2
C4+2
C4+2
C4+2
CA+2
C4+2
C4+2
C4+2
C4+2DLO
8
8
a
8
8
B
8
8
10
a
8
8
10
8
8P�h00k
6+T
6+7
6+7
6+7
7+6
7+8
7+8
7+8
7+8
7+6
7+6
7+8
7+8
7+8
7+8
rUM cnnwlrLP VIv uauvv lr1P�c, acc ancc r o.
NOTES:
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 46.67 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 PRIES. UNCHANGED). SEE TABLE 2A.
3) 4", 3-1/4- AND 2-1/2- SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENT DIAGRAM); THIS CONDITION IS
NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
TART P 0A•
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
OH LENGTH DOOR UNIT HEIGHT - 10.125'
= PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866'
o OH RATIO 21 PRODUCT REVISED
as complying with the Florida
Building Code
Noa-ND. 17-0420.12
Expiration Date 02/17/2020
INSTALLED. SEE NOTES 1.3 OH RATIO = OH LENGTH
OH HEIGHT
T41P POI r rIWMr: CTI1 P R ACTPAr:AI TVPPC SI-IAI I RF 11RFn FOR TART P 9 CPP CHPPTR 91 A 99 PC)P PAPT r11MPNCIr1AIC AMr) CI-IPPTC 1A x 1e FOR AC.grhAPl V r1PTAll C
Sill Helghtto Max. (+) DP
(Water Inflilratlon Rating)
SillRIserHelght
(+)Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush-1-112"
see note 3
Low- 2-112"
+ 46.67
Medium - 311V
+ 60.0
Hlgh -t4
+ 60.0
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
StralghtAstragal
90' Astragal
Assembly
Lockstile @
90"Astragal
135' Astragal
Assembly
Lockstile @
135'Astragal
Heavy-duty Stiles
Heavy-dutyStlle
HeavydutySUle
Heavy-duty Stile
Heavy-duty Stile
Heavyduty5tile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty5tile
Standard Astragal
_T-y
a�-�
Outside �Corner1 t
Outside
Corner
Inside _J�
Comer
Inside
Corne
Outside
Insidelde Corn
Comer
Part .6-1(x2)
Part#61
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
(Corn. & Fxd Mount)
Part#61
tsrt)+aa1a99 ,,,� -
REMOVED EXAMPLE cERT.OFAU7HA28188 SERIES 770ALUM. SGD - LM IMPACT
comnwrraam ® caw —7 m.+ane
"arND 8"�aO4 SGD-770 NTS 7 a 22 PGTDf30
alu roc8rs8sservaa
0
IUl lrl
'.'N'pY LYNN
�`C1��" • IICENSF ��(� ��
_ NO.58705
���iSyOIVlL
A� L
MIL1
A. LYI�PI ER, P.E.
P.E.#58705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90" or 136° comer units, see sheet 11
Maximum DP shown below
I (May be limited by Table 3A)
Door Unit
Height
Table applies to Glass Types 4, 4A,
80,
84"
90"
102"
1011"
• 6, 6A, 7, TA, 8 & 8A and the
Stlle/Astragal types shown below,
69-7/8" OLO
73.718° DLO
79.7I8' DLO
O
91.718" DLO
97-7/0" DLO
Anchor Group
I Anchor Group
I Anchor Group
Anchor Grou
Anchor Group
Anchor Group
A 1 B 1 .G I D
I A I B I C ID
A B C D
A B C D
A I B I C I D
A I 8 I C D
Design Pressure
+/-80,0 f
+/-82.6 psf
+-76.0 psf
17"
Head/Sill
C4+1
C4+1
C4+1
C4+1
'C4+1
C4+1
C4+1
C4+1
C411
C4+1
CA+1
C4+1
C4+1
CA+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
24"
DLO
Jamb
8
B
B
B
B
8
B
8
B
8
B
8
B
8
8
8
10
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+B
7+B
7+8
7+8
7+6
7+11
7+8
7+8
7+8
7+8
748
B+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Des/gn Pressure
0 psf
+/-02.5 psi
+/-75.0 per
23"
Head/Sill
C4+1 C4+1
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
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
t
DLO
Jamb
B
B
B
8
8
8
B
B
8 B
10
8
-a
8
10
10
10
10
10
10
10
10
P-hook
+
S+7
7+8
7+8
7+8
7+8
7+8
7+
+8
7+8
7+8
7+8
8+9
8+9
1 8+9
8+9
8+9
1 8+9
8+9
1 8+9
Design Press
+/-9p,0 psf
+1-82.5 psf
+/-75.0
psf
HeadlSil
C4+1
C4+1
C4+1
C4+1
C4+1
I C4+1
I C4+1
I C4+1
1+1
C4+1
09+1
C4+1
C5+1
C5+1
C4+1
C4+1
7
C5+1
C4+1
04+1
C5+1
05+1
C4+7
C4+1
-
LO
Jamb --
- -00-
- 8-
-B—
—8 -
—10
- B. -
—8—
—8—
_10_
_ 8. _
—8_
_ .B_
_ 12
. to-.
8 _
_ 8
_ 12_
10_
_10_
—10
10
70
1D
10
P-hook
6+7
6+7
6+7
6+7
7+B
7+8
7+8
7t8
7+8
7+g
7+8
7+g
8+9
8+9
8+9
6+9.
8+
8+9
8+9
8+9
8+9
8+9
8+9
8+9
e
Design Pressu
+690.0
psf
+1-82.5
psf
+F75.0
psf
Z
35"
Head/Sill
C4+
C5+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
42"
DLO
Jamb
10
6 8
8
10
8
B
B
12
10
8 B
12
10
a
8
12
10
10
10
12
10
10
10
P-hook
7+8
7+8 1 7+8
1 7+8
1 7+8
17+8
7+8
7+8
8+9
8+9
8+9 8+9
8+9
8+9
1 8+9
1 8+9
g+9
8+9
8+9
8+9
8+9
8+9
8+9
8+9
Design Pressure
+/-90.0 PSF
See Note A ow
+/-82.5 psf
+/-75.0 psf
41"
Head/SBI
C5+2
C5+2
C4+2
C4+2
C5+2
CS+2
C5+2
C5+2
C5+2
C5+2
C6+2
C5+2
C6+2
C6+2
+2
C6+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C5+2 C5+2
48"
DLO
Jamb
10
B
8
B
12
10
8
8
12
10
B1
8
1 14 1
12
1 B
11 e
1 14
1 12 1
70 1
10 1
14
10
10 10
P-hook
1 7+8
1 7+11
7+6
1 7+8
1 8+9 1
8+9
1 8+9
1 849
1 8+9
8+9
8+9
1 8+9
9+10
9+10
+1g
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+70 9+10
NOTE A: +/-90.0 PSF FOR GLASS TYPES 4; QA, 6, 6A, 7A, 8 & BA; +/-87.1 FOR GLASS TYPE 7
NOTES:
EXAMPLE ON SHEET 9
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.
OLD HEIGHT=
3) 4-. 3-1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-10 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 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
_ _ I TvoCC CL.IAr I Q= I ICCrI Crl� TA GI C A CCC CVCCTC 71 Q_ 77 Cl1D GA CT rl1AACA1CIrlA1C
Alarl C1.4FC7C I A 9e =nP ACCI=AARI V r1GTAH C
Interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockstile @
Straight Astragal
90' Astragal
Assembly
Lockstile @
90'Astragal
135° Astragal
Assembly
Lockstlle @
135°Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-dutyStile
Heavy-duty5tlle
Heavy-dptyStlle
Heavy-duty Stile
Heavy-duty5tile
Heavy-duty5tile
Heavy-duty Stile
6V
Heavy -duly Astragal
Outside Corner
Inside Cor
Outside
Outside
Corner
Inside��
Corner
Inside
Cornercmv
Outside
Corner
.
Part #61 (x2)
Part#61
Part#61
Part #61(Stile)
Part #68 (Astragal)
-
Pert#61'
Part #61(Stile)
Part U118(Corner
Receiver)
Part #119 (Out.)
Part #120 (in.)
Part#61(Stlle)
Parts #31 
(Corn. & Find Mount)
Part#61
' N•MIM FLrBSM5 DPANDANCHORAGE
°� �✓ CERT.OFAUnfC ezeme SERIES 770 ALUM, SGD - LM IMPACT
04r0i07 C REVISED TABLE 3, ADDED EXAMPLE yy sy, a+.e DeavA•o
p]p WON1DaJiT
'Alf.c.sa.e ' �����' [EXI
SOD-770 NTS B a 22 PGT0130
TARI F qA-
Sill Helghtto Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
(Flat or Box, see
Pressure, psf
Sheet 17)
Flush - -
2-1/2"
+ ,
Medium-31/4"
+60.0
High-4"
+90.0
OH LENGTH I+-
2
_ OOI OH RATIO a 1
j0 O
—L
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Code
Non -No. 17-0420.12
Expiration Date 02M 712020
\\Q . .. cENs. /I!Q��
_` 1} No- 58705 '
srlg�oj'�3
<l/
lS
., "7 /DAIALIVt G
A. LYNN MILLED P.E.
P.E.# 58706
SEE
SPLICE
NOTE,
THIS
SHEET
4.051
24" MAX.
O.C.
24" MAX.
O.C.
T
48"
NOM.
PANEL
WIDTH
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF:
JAMB (9) P-HOOKANCHORS,
SEE ", CLUSTER MAX.
UNIT WIDTH
SEE °C5° CLUSTER
DETAILS, SHEET 10
.. REQUIRED @ (PERPENDICULAR TO GLASS
DETAILS, SHEET 10 FOR
S
SEE "C5"CLUSTER DETAILS,
FOR ASTRAGAL
EXTERIOR PLANE SEE TABLE 2, SHEET 7
INTERLOCK
REQUIRES "C6" SHEET 10 FOR INTERLOCK
24"O.C.
POCKETS AND
SEE POCKET (10) P-HOOK-______
\
l%'_j,PANEL
NE48"OM
WIDTH
WID'
CLUSTER, SEE
DETAILS, SHEET 11 x
x
JAMB MOUNTING
x x
_ x
x x x
x x
xxxx
x
x
6- MAX
,... INSTALLATION, ADAPTER I 6"�,
��( x x
x xx
x
x
THIS SHEET ANCHORS MIDWAY i
l
' L
3'MAX.
x
xx
x
f
SHEET 14 BETWEEN P-HOOK
I
Ioi
4 PAIRS OF
.
ANCHORS & AT 3" �
FROM TOP&
'
o,
Io�
x =FRAME
x
x
ANCHORS
i W 1a°MAX.O-C,
BOTTOM LU
I
(p
ANCHORS
96"
21"MAX.
{TOTALB
IoI
o
UNIT
ANCHORS)
- "MAX. TO OPENING i �'a I
®
n
®=P-HOOK
HEIGHT
D.C.
PER JAMB
EDGE OF POCKET SEE I u� a
INSTALLATION i ¢
DETAILS'Jc'&'Kc', o
m
I®I
i 1a°MAX. o.c.
O
;a
Z
M
ANCHORS
0= P-HOOK
x
x�
SEE JAMB
DETAIL
BELOW )
END PANEL SHEET 14 & PART
& W,
Io
-
— ---
- -
MOUNTING
- - - --
- —
-
x -
� ANCHORAGE DETAILS'J'
(2 ANCHORS) SHEET 19 FOR i $ J
(a�
MAX
, ,
aI
ADAPTER
ANCHORS
-
6" MAX
P-HOOK �_________
ANCHORS END PANEL
l
x' x
xx x
x ' xx
xxx
x
x • END PANEL
ANCHORAGE
ANCHORAGE
xxx
x'
x
x xx
x xx xx x
x " x' �"+2"
W MAX ANCHORAGE SEE
SKETCH BELOW)
(SEE SKETCH BELOW) �.
CENTERLINE 6°MAX.. TYP. ANCHORAGE
ANCHORAGES°.2"
ANCHORAGE ANCHORAGE
ANCHORAGE
OF PANEL 1
2.04'
EXAMPLE: 5-PANEL, 2 TRACK, 90" OUTSIDE CORNER-DXX/XXO - EXT. MOUNT
POCKET ANCHORAGE PLAN:
48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEE TABLE 3, SHEET 8)
1
6"
SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES:
NON-STRUCTURAL
ANCHORS MAY BE ADDE
1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
2) ANCHOR LOCATION SPACING FOR ANCHOR
[CENTERLINE OF
QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8:
INTERLOCK
HEAD & SILL: 8" MAX. FROM FRAME CORNERS.
SEE "C5" CLUSTER
USE SPECIFIED CLUSTER FROM APPROPRIATE
—DETAILS, SHEET 10
TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
FOR INTERLOCK
STRAIGHT AND CORNER ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL
— +2" ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
D
AS NEEDED TO ALIGN THE
EXTERIOR HEAD OR SILL IFA SPLICE
21`
ET OCCURS AT THEP-HOOK.
MAX
PRODUCT REVISED
O.C.
as complying with the Florida
Building Code
NOA-No. 17-0420.12
5.fi4"
Expiration Dat 2I17I2020
6" MAX.
ev
_ Miaa raduct Cantro
CENTERLINE JAMBS & P-HOOKS: 6" MAX. FROM BOTTOM; 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14° MAX. ANCHOR
OF PANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6-8. SEE 2-TRACK me-D
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2"ANCHORAGE ANCHOR PAIR
REQUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
°C6" CLUSTER, SEE DETAILS, SHEET 10 ANCHORAG
DETAILS, SHEET 11 �IN FOR ASTRAGAL t`OF (2 ANCHORS 9"
INFOR ASTRAGAL 4.051" --. I --"-I 1 r.— 3-5° I I V, MAX
EXTERIOR CENTERLINCENTERLIN
OF PANEL 3E "+2"ANCHORAGE �_ OF PANEL 4E
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
N. VENICE Fl. (9
41)41; tfZ94275
EXAMPLE TO UPDATED ANCHOR VALUES. CERT. OFAUM. LIMO
"+2"ANCHORAGE--/ CENTERLINE
OF PANEL 5
VCHORAGE SPACING & EXAMPLE PLANS
FRIES 770 ALUM. SGD - LM IMPACT
SDD-77o NTS 9 122 "
a PGT0130
�0••' ST TEO�
i T •. F
OIVAL, 1Et��r•
A. LAM tdlt[Elr, P.E
P.E.058705
GAL OR SPLICE LOCATION ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION
INTERLOCK--J---IF NEEDED INTERLOCK i CONDITION, USE INTERLOCK IF NEEDED
CENTERLINE I CENTERLINE 'CS' CLUSTER DETAIL) CENTERLINE
1.75"
3.5' 7" 7'
1.7&' 3.6 -
4° DIA 4" DI G.
2.04° 2.04" 2.04
I I
TERI DR fT3.5" 7" EXTERIOR 4° DIAG. T, EXTERIOR 7' 3.5'
���'T7 R 7u
'C7`o.xonrit C—= UrAn/cll 1 V 9-TRAr k I'RAME HEAD/SILL V 2-TRACK FRAME HEAD/SILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4-)
R INTERLOCK 2 ASTRAGAL OR INTERLOCK
5 CLUSTER (USE WHERE 6 CLUSTER
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK-►1--IF NEEDED INTERLOCK-1 CONDITION, USE
CENTERLINE I CENTERLINE I "C6" CLUSTER DETAIL)
3.5'
0 2.04"
p.08" 4.08"
_ I
EXT�ElR,IOR 7u EXTERIOR 7u 4"DIAG. EX
v 3-TRACK FRAME HEADISILL v 3-TRACK FRAME HEAD/SILL
Cal ASTRAGAL OR INTERLOCK Cal ASTRAGAL OR INTERLOCK.
(USE WHERE 4 CLUSTER (USE WHERE 5 ANCHORS ARE REQUIRED, C5")
ANCHORS ARE REQUIRED, °C4")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1-IF NEEDED
CENTERLINE ! '
EXTERIOR
lu
4-TRACK FRAME HEADISILL
0 ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, °C4")
ASTRAGAL OR II (FOR SPLICE
INTERLOCKCONDITION, USE
CENTERLINE .,CT CLUSTER DETAIL)
3.5" r-
4"
EXTERIOR
4-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, °C5")
I JR I &W17 I C I NO CHANGES THIS SHEET. I
N. VENICE, FL 542M
(941) 450.1800
CERT. OFAU7H. AMOS
ASTRAGAL ORSPLICE LOCATION
INTERLOCK-1IFNEEDED
CENTERLINE 3.5"
7'
4' DIAG.
I 2.04'
ERIOft 3.5'
J 3-TRACK FRAME HEAD/SILL
a ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR (FOR SPLICE
INTERLOCK+ CONDITION, DO NOT
nFAITFAI INFUSE THIS DETAIL)
_L
2.04"
3„ I
EXTERIOR
N
4"
.04'
6" DIAG.
2.04"
2.04"
21'
MAX.
EXTERIOR
O.C.
21'
5.64" MAX
O.C.
6' MAX.
!�
—2-TRACK 1—
FRAM W MAX
-1--- 4-TRACK— --
6" DLAG. FRAME JAMB
2.04"
EXTERIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX. TRACK (INT. SHOWN)
O.C.
NOTES:
5.64' 1. ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6" MAX. 2. FOR HEAD OR SILL SPLICE
LOCATIONSIANCHORAGE AT
3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR PRODUCT REVISED
FOR SPLICED
as comp)yinge with the Florida
Bullding Cod
CONDITIONS ONLY: NOA-No. 17-0420.12
SPLICE LOCATION Enpiration Dat 2/17/2020
IF NEEDED
BY.
�— 7" 3'5" Miami-0 Product Control
'-- A 3.5° if - -
4-TRACK FRAME HEADISILL
Q ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, -C6")
WITH & WITHOUT SPLICE CONDITION
EXAMPLE
FRIES 770 ALUM. SGD - LM IMPACT
u"ae s,rs ae,.e o..ww
soano NTS 10 x 22 PGT0130
*Pa. No.5870,5
= A •. j6
_ 0 STATE ofI
01VAL iENG`�1
A. LYNN MILIER, P.E.
P.E.# 58705
2.04°
INTERIOR 2.04" INTERIOR 2.04" "+1" ANCHOR
INTERIOR INTERIOR 7"
III
4' DIAG. 4° DIAG. 8.94"
6.12" 6.12" 3.5" 3.5"
INTERIOR 90 3 INTERIOR 90° ° 3 7" INTERIO 1 INTERIOR oI
CENTERLINE
EXTERIOR EXTERIOR 4" DIAG. ,_ 4°DIAG. OF PANEL
I J 13.O I -�
2.04° EXTERIOR J\T
90° CORNER
2-TRACK FRAME HEADISILL
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C
4.08"
INTERIOR
4"
INTERIOR
4.08"
4"
" I
2.04" J
EXTERIOR
2.04
2.04" MEwoR 8.94
2.
90° CORNER
135° CORNER
135° CORNER
2-TRACK FRAME HEADISILL
2-TRACK FRAME HEAD/SILL
2-TRACK FRAME HEADISILL
(USE WHERE 5 OR 6 CLUSTER
(USE WHERE 4 CLUSTER
(USE WHERE 5 OR 6 CLUSTER
ANCHORS ARE REQUIRED, "C6")
ANCHORS ARE REQUIRED, "0�4
ANCHORS ARE REQUIRED, "C6')
P3.5EXTERIOR
. INTERIOR
INTERIOR4.08"
7.41'
"+1"ANCHOR
4.08"
3.5" 4" I ' X --^I 3.5"
EXTERIOR EXTERIOR F+— 7" --I 4"
7'
90° CORNER 135° CORNER
R
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEADISILL
(" C6" ANCHOR CLUSTER REQUIRED ("C_6" ANCHOR CLUSTER REQUIF
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS)
INTERIOR .6.12" INTERIOR
2.04"
4" EXTERIOR 5.88"
INTERIOR
lR gp° 3.5" 136°
4" 7„
2.04- J �►1 3 4"
4" DIAG.
�--1 3.5"
EXTERIOR 7"
EXTERIOR 4"
90° CORNER
135° CORNER
4-TRACK FRAME HEADISILL
4-TRACK FRAME HEAD/SILL
("C8' ANCHOR CLUSTER REQUIRED
(°C8" ANCHOR CLUSTER REQUIR
AT ALL 4-TRACK CORNERS)
AT ALL 4-TRACK CORNERS)
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED,
1070TECHNOLOGYDWVI
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE
AVENICE, F434276
IDENTICAL FOR EXTERIOR OR INTERIOR CORNER CONFIGURATIONS.
(341)4ee-1600
R01'"��`
JR
09/05H7
N
Fsi1tiv"
C
NO CHANGES THIS SHEET.
CERT. OFAUTH AM66
�,"m ey:
O"N.
OWs
coFrmalrromn
FGT6.OVSfF1E M.
JR
TO/10/f4
uf.ur�
EXTERIOR 2
CENTERLINE
4ON
OF PANEL
INTERIOR ALL °+2" ANCHOR
EXTERIOR
VIEWS
4" DIAG.
2.04"
CENTERLINE
OF PANEL
"+3" ANCHOR
4.08"
EXTERIOR
2.04" CENTERLINE
OF PANEL
4-TRACK FRAME HEADISILL
INTERMEDIATE ANCHOR LAYOUT
(3-TRACK SIMILAR)
ANCHORAGE, EXAMPLE CLUSTERS
SERIES 770 ALUM. SGD - LM IMPACT
?2;T
� ana. me.r p..mrw
sco-770 I NTS 1 11 w 22 1 POTO130
"+2" ANCHOR
04"
9 4" DIAG.
CENTERLINE
OF PANEL
"+3° ANCHOR
04" 4" DIAG.
3.5"
7°
f� CENTERLINE
I OF PANEL
2-TRACK FRAME HEAD/SILL
NTERMEDIATE ANCHOR LAYOUT
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date02/17/2020
No.58705
a' it. em
SLYFB`1 b1 R PE```
P.EJi58705
INSTALLATION DETAILS
EDGE DISTANCE:
SEE TABLE A, SHEET 1
2-1/16"'
EXTERIOR
114"
a
o MAX.
SHIM
j
EMBEDMENT: i
JJ
SEE TABLE A,
SHEET 1
2X WOOD
WOOD ANCHORTYP.,
TYP., SEE ANCHOR
SEE ANCHOR NOTES
NOTE 3, SHEET 1 "
& TABLE A, SHEET 1
2-TRACK FRAME HEAD
N,A. WOOD INSTALLATION
WOOD ANCHOR
TYP., 2X WOOD
& TABLE A, SHEET 1 NOTE I3, SHEET 1
SEEANCHOR
NOTE 5, SHEET
1 (1/4" MAX.) I
EXTERIOR I
2-1/16"'
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
\2wV WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
2X WOOD
EDGE DISTANCE:
TYP., SEE ANCHOR
SEE TABLE A,
NOTE 3, SHEET 1
SHEET 1
4
2-1116°'
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERRIOR
V 1/4" MAX. SHIM
O
I
1--.-
E 2-TRACK FRAME JAMB
�,blvV WOOD INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND
EDGE DISTANCE:
EDGE DISTANCE: THE METAL SUBSTRATE
SEE TABLE A, SHEET 1
SEE TABLE A, SHEET 1
2-1116" •
2-1116" `
NOTES:
19'
1. ALL DIMENSIONS
MAX.
EXTERIOR SHIM EXTERIOR
- MAX.
SHIM
SHOWN ARE BASED
ON MIN. ALLOWED.
a
a
2.METAL ORWOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
TYPES PER TABLE A,
2X WOOD WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
SHEET 1.
TYP., SEE ANCHOR SEE ANCHOR NOTES
SEE ANCHOR 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
'DIAGONAL O.C. IS
MIN 4" (HEAD & SILL)
WOOD INSTALLATION
METAL INSTALLATION
OR 6" (JAMB) SEE
WOOD ANCHOR TYP., 2X WOOD
SMS ANCHOR TYP., METAL TYP.,
DETAILS, SHEETS 10 & 11.
RFF ANCHnP NC1TF8 -, TYP SFF ANCI-InR
SEE ANCHOR NOTES — SEE ANCHOR
o, � w -- � i .,- -11
SEE
ANCHOR
NOTE 5,
SHEET 1 I-.
(1/4" MAX.)
EXTERIOR
a 2-1/16"'
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
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
WOOD ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
EXTERIOR =
V 1/4" MAX. SHIM
EDGE DISTANCE:
SEE TABLE A,
SHEET
2-1116" "
3-TRACK FRAME JAMB
W WOOD INSTALLATION
I JR I MW7 I C I. NO CHANGES THIS SHEET. I
N. VENICE FL 34276
(941) 469N666
CERT. OFAUIH. #T9296
1 SEE
ANCHOR
NOTE 5,
SHEET 1
(114" MAX.) TT�
EXTERIOR I
2-1 /16" "
& TABLE A,
4-TRACK FRAME SILL
�METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A,
METAL TYP.,
SHEET 1
SEEANCHOR
NOTE 4, SHEET 1
2-1l16" '
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR
BEYOND THE
METAL
15
SUBSTRATE
1/4" MAX. SHIM
I -
4-TRACK FRAME JAMB
Iw METAL INSTALLATION
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
I SERIES 770 ALUM. SGD - LM IMPACT I
sGD-77o I NTS 1 12 w 22 1 PGTO130
PRODUCT REVISED
as complying with tho Florlda
Building Codo
NOA-No. 17.0420.12
Expiration Dato 02117/2020
. ••.......... .1GEN . i
Nd. 58705�'Of
'
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A. LYNN MIu.ER• P.E.
P.E.# 58705
INSTAL CATION DETAILS
CONC TE EDGE DISTANCE: S
PE ABLE TABLE A, SHEET 1 NCRETE
A HEET1 2-1116"' PE ABLE
A, SH 1
EXTERIOR j
l'EMBEDMENT: } 1!4" Ex7Ewc
SEE TABLE A, L MAX. (�
SHEET SHIM r
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., I
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 1
e2-TRACK FRAME HEAD
CONCRETE INSTALLATION
EMBEDMENT: SEE TABLE A, SHEET 1
EDGE DISTANCE:
�A�SSEELE A, SHEET 1 CONCRETE
2-1116" * PER TABLE
It A, SHEET 1
-LEXTERIOR
MAX.MA(�
SHIM r'
2LYSECURED 1X CONCRETE ANCHOR TYR,
BUCK TYP., SEE SEE ANCHOR NOTES&
I NOTE 3, SHEET 1 TABLE A, SHEET 1
3 TRACK FRAME HEAD
\ Bc CONCRETE INSTALLATION
- EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE:
1. ALL DIMENSIONS
SEE TABLE A, SHEET 1
SHOWN ARE BASED
2-1/16" •
ON MIN. ALLOWED.
114"
'MAX.MIN
* DIAGONAL O.C. IS
4" (HEAD & SILL)
OR 6" (JAMB) SEE
DETAILS, SHEETS
10 & 11.
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES &
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
ah 4-TRACK FRAME HEAD
CONCRETE INSTALLATION
SEE ANCHOR NOTES &
WOOD BUCK TYP., SEE SEE AN HOR NOTES & WOOD BUCK TYP., SEE
SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
TABLE A, SHEET 1
ANCHOR NOTE 3, SHEET 1 TA LE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEE ANCHOR
SEE ANCHOR
SEE ANCHOR
SHEET
NOTESW
NOTE 6,
SHEET 1
NOTES
SHEET 1
1 (1!4" MAX.)
TT
(1/4" MAX.)
( IA" MAX.)
- _:.:�T.-:�. ,
1
EXTERIOR 1
EXTERIOR
s
EX TERIOR _
'
*
�2-1116"
CONCRETE
" 2-1/16"
2-1/16°'
`
—
PER TABLE
EDGE DISTANCE:
CONCRETE DGE DISTANCE:
CONCRETE
EDGE DISTANCE:
A, SHEET 1
SEE TABLE A, SHEET 1
PER TABLE SEE ABLE A, SHEET 1
PER TABLE
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE
A, SHEET 1 A, SHEET 1 EMBED ENT: SEE TABLE A, SHEET 1
A• SHEET 1
EMBEDMENT., SEE TABLE A, SHEET 1
ja 2-TRACK FRAME SILL 3-TRACK FRAME SILL
4-TRACK FRAME SILL
Oc CONCRETE
INSTALLATION Ec CONCRETE INSTALLATION
EDMENT'
Fc CONCRETE INSTALLATION
SEE
EMBEDMENT: SEE
TABLE A, SHEET 1
PROPERLY SECURED
EDGE DISTANC
SEE TABLE A,
1X WOOD BUCK TYP.,
SHEET 1
SEE ANCHOR NOTE 3,
SHEETI
2-Ili 6"
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI
CONCRET
EXTERIOR
�
OR CMU
PERT'
SHIM —�iI
�—
A, SH T/1/4"MAX.
04105✓17
NO CHANGES THIS SHEET.
EMB PRODUCT REVISED
TABLE A, SHEET 1 as capplying with the Florida
Building Code
iM EDMENT: SEE NOA-No.. 17.0420.12
BLE A, SHEET 1 �1 EDGE DISTANCE: Expiration Date 021:7/2020
EDGE DISTANCE: PROPERLY SECURED SEE TABLE A
3MU ANCHOR SEE TABLE A. 1X WOOD BUCK TYP., SHEET 1 By
SEE ANCHOR SHEET 1 SEE ANCHOR NOTE 3, Miami Da oduct control
ES & TABLE A, SHEET 1
SHEET 1
PROPERLY SECURED
1X WOOD BUCK TYP.,
SEE ANCHOR NOTE 3; CONCRETE
SHEET 1 OR CMU
EXTERIOR PERTABLE
r A, SHEET 1
1/4" MAX. SHIM --4 { .—
3-TRACK FRAME JAMB
He CONCRETEICMU INSTALLATION
r070 TECHNOL0GY0RhE
N. YENICE, R 39276
iarr)4sarsso
CERT. OFAU7H. ,0218295
CONC./CMU ANCHOR 2-1116"
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEET CONCRETE
OR CMU
EXTERIOR PER TABLE
rL A, SHEET 1
V,V' MAX. SHIM F
6a 4-TRACK FRAME JAMB
Ic CONCRETEICMU INSTALLATION
FRIES 770 ALUM. SGD - LM IMPACT
nines e� en..t m,"unue.
Zlco NTS 13 d 22 P13TO130
\� �(JAY L r IVIV
No. 66705 .1
S�'
-0'.. ST TEOF�
%A. F(ORIDP-."
A. LYNN MILLER, P.E.
P.E.N 58705
k
INSTALLATION DETAILS
FRAMEJAMB
REQUIRED ATALL
2.693" MIN.
INSIDE POCKETS
EDGE
EMBEDMENT: SEE
TO PREVENT
DISTANCE
WOOD FRAMING TABLE A, SHEET 1
-HOOK MOUNTING ADAPTER WATER
WOOD ANCHOR TYP.,
INFILTRATION
CONC./CMU
o SEE ANCHOR NOTES
ANCHOR TYP., SEE
EMBEDMENT:
& TABLE A, SHEET 1
2g
ANCHOR NOTES &
SEE TABLE A,
(ALSO SEE TYP.
TABLE A, SHEET 1
SHEET 1
28 ILLUSTRATION, SHEET 9)
.:..-: e...,
-
1-1/4" MIN. EDGE DISTANCE
DISTANCE: SEE
TABLE A, SHEET 1
EMBEDMENT:
F7 TERIOR
SEE TABLE A,
SHEET 1
PHOOK WOOD ANCHOR TYP„ / f l
—SEE ANCHORNOTES J— — — V P-HOOK
& TABLE A, SHEET t CONCRETE LE
ALSO SEE TYP. CMU PER TABLE
( EDGE MIN. A, SHEET 1
ILLUSTRATION, SHEET 9) EDGE DISTANCE
®P-HOOK FOR USE WITH FLAT SILL RISERS
Jw PARTS #18, #20, #22 OR #24,
WOOD INSTALLATION EXTERIOR MOUNT SHOWN.
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) INTERIOR CONDITION
METAL TYP.,
SEE ANCHOR
P-HOOK MOUNTING CONCRETE OR
NOTE 4, SHEET 1;
EMBEDMENT: SEE
TABLE A, SHEET 1 ADAPTER SMS CMU PER TABLE-\
MIN. OF 3 THREADS
ANCHOR TYP., SEE A, SHEET 1
BEYOND THE METAL
ANCHOR NOTES
SUBSTRATE
Zg & TABLE A, SHEET 1 T: EMBEDMEN
T:
(ALSO SEE TYP.
ILLUSTRATION, SEE TABLE
EMBEDMENT:
SHEET 9) SHEET 1
SEE TABLE A,
EDGE DISTANCE: SEE
SHEET 1
TABLE A, SHEET 1
P-HOOK SMS ANCHOR TYP., /
EXTERIOR
SEE ANCHOR NOTES J
& TABLE A, SHEET 1
(ALSO SEE TYP. 2.693" MIN.
ILLUSTRATION, SHEET 9) EDGE DISTANCE
P-HOOK FOR USE WITH BOX SILL RISERS
Kw PARTS #19. #21, 423 O R #26.
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
I JR 1 04/06/17 1 C I NO CHANGES THIS SHEET. I
N. VENICE, 1-134275
(941)480.1600
CERT. OFAIJ114. 929298
P-HOOK MOUNTING
+: ADAPTER CONC./CMU
ANCHOR TYP., SEE
-- ANCHOR NOTES -&TABLE --
EMBEDMENT: SEE A, SHEET 1
TABLE A, SHEET 1 (ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
E P-HOOK FOR USE WITH ANY SILL RISER
Jc PARTS #18. #20, #22 OR #24,
CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN,
(SEE TABLES 1A, 2A & 3A MAY ALSO BE INSTALLED IN
FOR WATER RATINGS) EXTERIOR CONDITION
P-HOOK MOUNTING
EMBEDMENT: SEE ADAPTER CONCJCMU
TABLE A, SHEET 1 ANCHOR TYP- SEE
ANCHOR NOTES & TABLE
r: A, SHEET 1
(ALSO SEE TYP
NOTES:
1. ALL DIMENSIONS
SHOWN ARE BASED
ON MIN. ALLOWED.
2. FIGURES ON THIS
SHEET ARE FOR
ILLUSTRATIVE
PURPOSES ONLY. SEE
TABLE A, SHEET 1 FOR
ALLAPPROVED
SUBSTRATES.
3. SEE TABES 1-3,
SHEETS 6-8 FOR
REQUIRED P-HOOK
AND P-HOOK
MOUNTING ADAPTER
ANCHOR -QUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
ILLUSTRATION, SHEET 9) PRODUCT REVISED
as complying with the Florida
•:' +�., P6 Building Code
NOA-No. - 17-0420.12
.•C.filO Explmtion Da 2/1712020
14" MIN. EDGE DISTANCE By
P-HOOK CONCJCMU
EXTERIOR
ANCHOR TYP., SEE
fl
V
ANCHOR NOTES & TABLE
A, SHEET 1
2.693" MIN.
(ALSO SEE TYP.
EDGE DISTANCE
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH BOX
SILL RISERS
Kc PARTS #19, #21, #23 OR #25,
CONCRETE INSTALLATION
EXTERIOR
(SEE TABLES 1A, 2A & 3A
MOUNT
FOR WATER RATINGS)
ONLY
EFRES 1-70ALUM. SGD - LM IMPACT
,xoavr sma: enae a..youa
SGD-770 NTS 14 a 22 PG70130
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A LYW4 MILLER, P.E.
P.E.# SU05
CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETAILS'Aw' &'Ac',
SHEETS 12 & 13
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
PANEL
TABLES, SHEETS 6-8 FOR MAX.
TYPE
PANEL HEIGHT AND WIDTH. SEE
A
SHEETS 18 & 19 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
MAX,
INSTALLATION DETAILS.
PANELLSEE
2) (1) LOCK (ITEMS 75 & 107-110) ATHEIGH7EACH
LOCKSTILE, LOCKING INTO
KEEPER (ITEM'103) AT-FRAMEJAMB - -
OR ASTRAGAL.
SEE APPLICABLE
3) PLEASE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES
MAX. UNIT_,
WIDTH
MAX.
DLO_
WIDTH
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL
TYPE
TYPE
PANEL
IDS.
'AS'
TYPE
NOM.
MAX. UNIT
PANEL
/
DLO
HEIGHT
PER
DTHTYP.
PER
HEIGHT
TABLES
,LES 1-3
-
- ---1
a
—
a
b
-
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS EXAMPLE: 90" INSIDE CORNER, 4 PANELS - XX/XX
'Dvl &'Dc', SHEETS 12 & 13
#10 X 1-112"
PH SMS
PANEL CORNER
DETAIL
FRAME CORNER
DETAIL
Part#
Description
Material
124
Kommeding 4SG TPS Spacer System
125
Quanex Super Spacer nXi with Hot Mett Butyl
See this
Sheet for
126
Quanex Duraseal Spacer
Materials
127
Cardinal X Edge Spacer
NO CHANGES
SILICONE STRUCTURAL
:RS POLYISOBUTYLENE
WITH DESICCANT
EXT.GLASS
X 1" ///
STRUCTURAL
SILICONE
NOM. FOAM
WITH
DESICCANT
EXT. GLASS-V
MAX. UN
EXTERIOR 4
90"
CORNER DETAIL'N2',
SHEET 19 & CORNER
ANCHORAGE SHEET II
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'GT, SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH -7'
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
c —HOT-MELTBUTYL
I SMS U�<� PRODUCT REVISED
as complying with the Florida
INT. GLASS INi. GLASS Building Cade
NOA-No. 17-0420.12
,za KODISPACE 4SG TPS +zs SUPER SPACER®NXTTM Expiration Da 2/1712020
By
ALUMINUM Mlnml-D Product Contra
REINFORCEMENT pOLYISO- DESICCANT FILLAREA
BUTYLENE 6/16'NOM.
5116" NOM. SEAL
BUTYL & SILICONE SEAL
DESICCANT ROLL -FORMED
FOAM STAINLESS STEEL
EXT. GLASS
EXT. GLASS -�
(041)480•1600
CERT. OFAUrN. =296
C(v/ `INT. GLASS GLASS
+sB DURASEAL®SPACER ,zr XL EDGETMSPACER
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CONFIG. EXAMPLES INTERLOCK DETAIL I FOR ALL DETAILS ON THIS SHEET, SEE NOTES ON SHEET 151
� "M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
r ;INSTALLATION DETAILS'Gw' &'Gc', SHEETS 12 & 13
)( HEADER DETAIL'A', SHEET 18; MAX.
/FIXED JAMB DETAIL'G2% ASTRAGAL HEADER DETAIL W, SHEET DLO
LLL INSTALLATION DETAILS'AW &'Ae, WIDTH
SHEET 18; INSTALLATION DETAILS'L1' & 18; INSTALLATION DETAILS JAMB DETAIL'GT, SHEET
DETAILS'Gw' 8'Gc', L2, SHEET 19 'Aw' & SHEETS 12 & 13 'Ac', SHEETS 12 & 13 TYp. 18; INSTALLATION DETAILS
SHEETS 12 & 13 90° ^�'Gw &'Gc', SHEETS 12 & 13
PANEL PANEL PANEL PANEL ( -xi
TYPE TYPE TYPE TYPE rPANEL PANEL PANEL PTYPE o 0'R' 'L' 'D' 'A' TYPE TYPE K, 11 P INTERLOCK DETAIL
MAX• CS' 'QS'Mom• M', SHEET 19
NOM. - UNIT /YUNIT
PANEL HEIGHT SILLDETAILNOM. HEIGHT 90°OUTSIDE CORNER
WIDTH TYP. PER 'D', SHEET L
PER DETAIL'N1', SHEET 19 &
MAX. PER SEE TABLES 18. MAX• SEE TABLES CORNER ANCHORAGE
DLO TABLES 1 NOTE 2, 1-3 INSTALL DLO NOTE 2, 1 SHEET 11
HEIGHT SHEET 15 HEIGHT SHEET 15
-DETAILS_ __ INrERiaRp SHEETS12 ---4 EXTERIORNOM.PANEL& 13 , x X WIDTH TYP.
`\\ L ' PER TABLES
SEE FRAME & MAX. UNIT WIDTH SILL DETAIL'D', SHEET 18;
MAX. UNIT WIDTH 1 3
PANEL CORNER MAX. UNIT WIDTH
EXAMPLE: OXXX INSTALLATION DETAILS
CONSTRUCTION DETAILS SHEET 15 2-TRACK 'Dw' &'Dd, SHEETS 12 & 13 EXAMPLE: 90' OUTSIDE CORNER - XX/XX (2-TRACK)
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL 'M', SHEET 19 JAMB DETAIL'11 % SHEET 18;
INSTALLATION DETAILS'IW &
JA 1 L2, SHEET 79. HEADER DETAIL'C', SHEET
1 INTERLOCK DETAIL'M', SHEET 19 'Ic', SHEETS 12 & 13
HEADER DETAIL l 18; INSTALLATION DETAILS
MB DETAIL'H2', SHEET P-HOOK DETAIL'J' &'IV SHEET 'B', SHEET 18; .� �Cw' &'Cc', SHEETS 12 & 13
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'Jw' INSTALLATION JAMB DETAIL'12', SHEET 18; INSTALLATION
'Hw' &'Hc', SHEETS 12 & 13 'Jc', 'Kw' &'Kc', SHEET 14 DETAILS 'Bu/ & Bc', DETAILS'Iw' &'Ic', SHEETS 12 & 13
SHEETS 12 & 13
MAX
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EXAMPLE: OXXXp SILL DETAIL'E, SHEET 18;'
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
E% &'Ec', SHEETS 12 & 13
MAX. UNIT WIDTH ►j
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
.M.
T'
'F'
'P'
M
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DLO
TABLES 1-3
1
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HEIGHT
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X
X
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LES
EXAMPLE: XXXO SILL DETAIL T'. SHEET 18;
(4-TRACK, BY-PASS) INSTALLATION DETAILS
Fw' &'Fd, SHEETS 12 & 13
N. VENICP FL 34276 EXAMPLE ELEVATIONS
(001)480.1800 M
NO CHANGES THIS SHEET. CERT.O>=Au7H 17MW SERIES 770 ALUM. SGD - LM IMPACT
OJ➢Y1WNi0101S 6.RWb,IJ dmb: 6ro°G paMnpAb.
® SGD-770 AITS 16 m 22 PGT0130
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PRODUCT REVISED
as complying with the Florida
Building Code
NCA-No. 17-0420.12
Expiration Data 02/1712020
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PANEL
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INTERLOCK
SINGLE
INTERLOCK
FIXED
STILE
LOCKSTILE
WI HANDLE
ASTRAGAL
ASTRAGAL
ASTRAGAL
BOX OUT
ASTRAGAL
BOX IN
INT CORNER
90 LOCKSTILE
EXT CORNER
90 LOCKSTILE
EXT CORNER
90 RECEIVER
INT CORNER
90 RECEIVER
EXT CORNER
90
EXTCORNER
35 RECEIVER
INTCORNER
35 RECEIVER
TYPES
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V W
IN
IeOrour
raarrp
V tr
E �-
R
S
FD
FC
FV
FWFRR
max
LOCKSTILE
WI HANDLE
(,J I'�Y
�
l
v
%I///f
- -
-
-reoxar0_
lsoxrp _ _
-
- --
- -
--
_
_
- -
- -
— --- - -
LU
�
ASTRAGAL
Box our
LR
PANEL NOTES:
W HANDLE
reoxcm
p /
1. SEE DP TABLES 1-3, SHEETS 6-8-FOR PANEL
tT
ASTRAGAL
Box IN
1 V
LEA QInrERIOR
RIGHT
SIZES 8 DESIGN PRESSURE.
W/ HANDLE
leoxx)
2. PANEL TYPES NOT SHOWN OR CROSSED OFF
J
-j
P
ASTRAGAL
T
PANEL
STILE EXTERIOR
PANEL
STILE
ARE NOT REQUIRED FOR ANY CONFIGURATIONS
AND ARE NOT AVAILABLE.
U)
. Box our
MOXOtm
rsaxou0
3. 90° ASTRAGALS TO USE HEAVY-DUTY STILES
L
ASTRAGAL
PANEL "E" SHOWN. SEE TABLE FOR OTHER PANEL TYPES AND (#61), CORNER RECEIVER (#118) AND EITHER
EXTERIOR (#119) OR INTERIOR (#120) CORNER
W
Box In
APPLICABLE STILE/ASTRAGAL REQUIREMENTS.
ASTRAGALS.
9) 90 LOCKSTILE
99 LocKsnLE
RT
r
CI
4. 135° ASTRAGALS TO USE HEAVY-DUTY STILES
(#61) AND CORNER AOOON (#31).
J
z
W/ HANDLE #12p
EXTCORNER
90 LOCKSTILE
Q T
QS
SILL RISERS OPTIONS
232"
232"
Q
("'
W/HANDLE #11g
EXT CORNER #6��,��,1��\QQQ
80 RECEIVER
W/ HANDLE #118
( _ T
V
/ _ 1
V v
232" EXTERIOR EXTERIOR PRODUCT REVISED
.232° EXTERIOR .062° B ldin I ing with the Florida
EXTERIOR .062„ '082° 4.065° Building Code
a 2" 3,305° NOA-No. 17.0420.12
#61
1.667"
Expimtion Date 02/17/2020
INT CORNER
III)WIRE'::.
A T
,Q
AS
DF
L '- •08Y �
�
44ABY - � � -
LER
W/HANDLE 8
HAN
EXT CORNER 1 8
SILL RISER ' FLAT
IME3-1/4' R, FLAT
Mla -Da Product Control
SILL RISER,
ER, FLAT
90 RECFNER J-�1r'
CF
ZFLAT
20
22 MED
24 _
k61
FLUSH L WR23E2
ULL
HIGH,
EXT CORNER #31
3ERECER
WHANDLE
IV#3
VT
VS
VF
-►{I I +•
CTE
N- ..750"
75IX
EXTERIOR
00Y
NCR
IW/RWT
EXTERIOR fi"EXTERIOR
062"
0
.062' 4.055° .
HANDLE#61
'SWF
3.305,T7
111117I/
1.607.
�+cErvSF¢�
SER2
SILL BOX
19° 21
RISER, BOXSILL RISER, BOX * No. 587p5
23 25
FLUSHOW 2ISE2R,
MLL
HIGH, *_
NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS, SEE SHEETS 6-8 '. �i I O
�T
10707ECHNOLOGYMVE a°�ae=.'
N. VE+1/CE, FL 34275 PANEL TYPES
� '•• 8 TE OF ; ' (���
%,�`s'••.•LGRIOP.•-
R" JR
0�4D6N7 A"—C I NO CHANGES THIS SNEEi:
cERr oF'aurH. #29296 SERIES
770 ALUM. SGD
- LM IMPACT
�W1
omA. LYNN MILLER, PE.
"orflxUsWA-BGD•70 NTS 17 ^22 PGT0130 p.E.#613705JR",
n vEu
ASSEMBLY DETAILS
(SEE SHEETS 12.14 FOR FOR INSTALLATION DETAILS)
106 FFU JAMB GTH
14
14
OR 81
5
G3
60
Gt
60 OR 61
2-TRACK JAMB
2-TRACK JAMB
(SHOWN
6" LONG CLIP #105
105 @ W/RETAINER#106
WITH
OPERABLE
113
MIDSPAN (SHOWN WITH
PANEL)
5 FIXED PANEL TO
EXTERIOR 103
LOCK PARRTT
758107-110
THE INTERIOR)
113
EXTERIOR
14
15
FULL.LENGTH. G2
112
e-
N1ox 3)4° - - - 123 _ _ -
SMs, X 3 OF JAMB 2-TRACK JAMB
40. -
- _ _ - -
2-TRACK JAMB
CLIP #80 OR #105
51 52
W/ SCREEN
6" LONG W/ RETAINER #123
@ 80 (SHOWN WITH
NIDSPAN FIXED PANEL TO
CLr:—RIOR 60 OR 61 THE EXTERIOR)
53
vv EXTERIOR
121 SEE DETAIL ON SHEET 15
121 SEE DETAIL ON SHEET 15
EXTERIOR
a
SHOWN WITH 2-TRACK W/SCREEN
OPT. SCREEN A FRAME HEAD
TRACK
EXTERI
a
®2-TRACK WISCREEN
D FRAME SILL
. ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1-3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
106 FULL PANEL JAMB LENGTH
pp 60OR61 105
107-R1 17
16 5
6 SEE DETAIL G1
FOR FIXED
80 PANEL CLIP LOCK PAR
75 8 107-1 0
SEE DETAIL G2
FOR FIXED 5 so OR 61
PANEL CLIP 103
17
-- 60 OR-61 - -- - -- - - -
,FLEXTERIOR
EXTERIOR
vv
I LEXTERIOR
vv4-TRACK
EXTERIOR
3V-TRACK JAMB
H (SHOWN WITH
3 TRACK JAMB
(SHOWN WITH
JAMB
(SHOWN WITH
4-TRACK JAMB
(SHOWN WITH
1
OPERABLE PANEL)
H2
FIXED PANEL TO
11
FIXED PANEL TO
12
OPERABLE PANEL)
THE EXTERIOR)
THE INTERIOR)
121 SEE DETAIL ON SHEET 15
EXTERIOR EXTERIOR
a a
3 TRACK
e FRAME HEAD
69
EXTERIOR EXII
rT 72 OR 73 —
YY''
11 9
113
5
42�
3-TRACK
\,V FRAME SILL
1070 TECHNO
L
O
G
Y
N. yENICE, FL
(s11)4ea1s0090
CERT.OFAUTH.6129299
4-TRACK
\,V FRAME HEAD
4-TRACK
F FRAME SILL
SERIES 770
NTS 1 18 d 22
MAX. UNIT
HEIGHT PER
TABLES 1-3
IW - LMII
PGTO129
PRODUCT REVISED
as complying with the Florida
Baliding Code
NOA-No. 17-0420.12
Expiration Date 02M 712020
1�11111111fi1j7j
7!7 ; No. 58705 •�
-uI
i S '.. OR1DA•.••'���\
701VALIENG`��
A. LYNN MILLER, P.E.
RE.056705
ASSEMBLY DETAILS
(SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS)
5 4INTERIOR 61 113 118
n 63 ii n 63 30 7 11 1L\
EXTERIOR 111 62 5 EXTERIOR 111
v P-HOOK FOR FLAT SILLS E P-HOO
J (EXT. OR INT. INT. MOUNT) e EXT. M
_ LOCK PART '
isalo7-Ito_ _
EXT
I�EXTERIOR t J �l
lam//
67
R EXTERIOR LJ �%
v
88
113 103 11B j EXTERIO
STANDARD ASTRAGAL #67
HEAVY-DUTYASTRA
NER
L7 WITH STANDARD STILES #60
� WIT HEAVY-DUTY STILES6 61
Nt 2 TRACK SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
EXTERIOR BOX ASTRAGAL SHOWN
(BOX -OUT) MAY ALSO BE INSTALLED
(BOX -OUT) MAY ALSO BE INSTALLED
TOWARDS INTERIOR (BOX -IN)
TOWARDS INTERIOR (BOX -IN)
135- OUTSIDE CORNER
01 2-TRACK SHOWN
JR 04106/17 C NO CHANGES 7111S SHEET.
N. VENlC$ FL 4276
(BQiJ aeo-le00
CERT. OFAU M429M
INTERIOR
Dz 2-TRACKSHOWN
EXTERIOR
tIOR
INTERIOR
BOOR Bt
-- - --
B _
14
OINTERLOCK_ _
—
5
11
• ITEM #61 (HEAVY-DUTY
7
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
INSIDE CORNER
APPLICABLE, SEE TABLES
®90°
N2 2-TRACK SHOWN
1-3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
31 LOCK PART
75
as complying with the Florida
Bullding Code
. 17-0420.12
41NTERIOR
\
Expiration Date 1712020
`
_RIES 770 ALUM. SGD - LM IMPACT
twee eak e,..e meaxo.
SGi}no NTS 19 d 22 I 'PGTO130
l I fill!,'/
,�10NALt'E
A. LYNN MILLER, P.E.
P.E.M58705
Item
DwGT#
PGT#
Description
1
17305
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
3
17309
' 617309
3-TRACK HEAD
4
17312
617312
4-TRACK HEAD
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/.AMB ADO -ON '
7
17304
617304
2-TRACK SILL
8
j 17301
617301
2-TRACK SILL WrIH SCREEN RAIL
9
17307
617307
3-TRACK SILL
10
17310
617310
41RACKSILL
11
17313
617313
FRAME SILL TRACK INSERT
12
17315
017315
FRAME SILL SCREEN ADD -ON (SEE NOTE 3)
13
17316
017316
FRAME SILL SCREEN END ADD -ON (SEE NOTE 3)
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN RAIL
- 16--17308
01730B,- -
3-TRACK JAMB - -- - -
17
17311
617311
4-IRACK JAMB
18
17322
617322
SILL RISER - FLAT, FLUSH, 1412'
19
17319
617319
SILL RISER - BOX FLUSH, 1-1/2"
20
17321
817321
SILL RISER - FLAT, LOW, 2-1Y1'
21
17318
017318
SILL RISER -BOX LOW.2-1/2"
22
17355
617355
SILL RISER - FLAT, MEDIUM•3-iM'
23
17354
M7354
SILL RISER - BOX MEDIUM, 3-V4"
24
17323
617323
SILL RISER -FLAT, HIGH, 4"
25
17320
B17320
SILL RISER -BOX HIGH, 4'
26
17333
617333
POCKETP•HOOK
27
7070
67070
NEOPRENE BULB WSTP FOR P4100K
28
17334
617334
POCKET P-HOOK MOUNT
29
17335
017335
P-HOOK COVER
30
17348
1 617348
POCKET Pfi00K FOR BOX RISER
31
173711
617370
135 EARNER
32
173T8
01737&
135 FIXED MOUNT
ITEMS 4053
ARE SCREEN PARTS:
40
4319
012258
SCREEN SIDE RAIL-LOCKSNLE
41
TLOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER SPACER SET
43
8152
66152
SCREEN INTERLOCK ADAPTER
44
4420
64428
SCREEN DOUBLE NMRLOCK
45
4317
6=58
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM PAL
47
668 -
TSRA2
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER-ST. STL
49
4344
84344
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER
51
1092
01692
SCREEN SPLINE-.165"
52
1694
81694
SCREEN SPLINE-.150'
53
6101OC20
SCREEN CLOTH
54
1725
1/2" X4' X1/16" SET. BLOCK, NEOPRENE 85 */5
55
1726
1"X4-Xl/16" SET. BLOCK, NEOPRENE 85 +/-6
I JR 104,M7 I C 1 NO CHANGES THIS SHEET. 1
Item
DPwg
PGT#
Description
BO
17325
617325
PANEL M
61
17326
817328
PANEL STILE (HEAVY DUTY)
02
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
04
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
87
17329
817329
ASTRAGAL
6B
17339
017339
HEAVY DUTY ASTRAGAL
69
17324
B17324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-1/2'X1" X3/4'HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. STL ROLLER ABBY.
73
8153
78153M
TANDEM NYLON ROLLER ABBY.
74
SILICONE
DOW-8i ,DOW-995 OR GE-7700
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK W/LONG TM PLATE
- 76
-
-71032X1FPFX-
#1032-XA FL --SS SCREW W1 TYPE-"F'TW- -- - - - - --
77
7103239
10-32 STEEL 21NC U-NUT
79
17357
817357
V IG BEAD
80
17359
817359
Vi DEAD/FIXED PANEL CUP '
81 '
17360
617360
9/16" BEAD
82
1224
GTP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE NC, VT X1N6" SGL SIDE ADH-TAPE, POLYETH.
100
W52
48052
ROLLER ADJ. HOLE PLUG '
101
72087
J4MB BUMPER '
102
1690
71696
DUST PLUG
103
BIBS
781 BOX
?KEEPER -
104
553
7SDKEEP
SCREEN LOCK KEEPER
fO5
17344
017344
FOED PANEL CLIP -6'LONG
106
17352
617352
FOED PANEL RETAINER -9/16"
107
1739
71739
HANDLE Krr- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
711162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE Klr- RECESSED EXTERIOR PULL
1 11
710X34PPSDAX
#10 X 3/4" PH.•PN. TEK - S.S.
112
1235
67S16
WS IF,.270 X.170-FIN SEAL
113
1712
64086
.iurX23O*fNSEAL
114
710X115PPX
#10X1-112"
115
710XPPT
#IO X 1-
lie
720X1X
91420X1'S.S.
117
72OXI 12X
914-20X1-1/T
118
1TW8
617338
9013EGREE CORNER RECEIVER
119
17337
B17337
90 DEGREE OUTS DE CORNER ASTRAGAL
120
17338
6117338
90 DEGREE INSIDE CORNER ASTRAGAL
123
1T352
617352
FDED PANEL RETAINER, 7/0"
(941)480-1600
CERr. OFAUTR 67 M
=RIES 770 ALUM. SGA - LM IMPACT
AHtt a S!o"! m tent
SOD-770 NTS 20 s 22 PGTOf30
NOTES:
T) 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 3116" MASONRY
ANCHORS @ 24' MAX. O.C.
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Date 0211712020
��'� ,•• IICENSF'•%(��
�.: No.58705
5k% 7E F
��51 '•F.O..0P..•'
�"/S"/ANAL
111 r llli110"
A, LYNN MILLER, P.E.
P.E.# 58705
0.080°
1,211" 1.505"
0.081" O2-TRACK HEAD 10 4-TRACK SILL
(6063-T6 AL) (6063-T6AL)
FFM1.211 °
0.081" 2) 2-TRACK HEAD W1 SCREEN TRACK
-- (6063T6-AL)- - - -----
6.526" -. f
0.080' -�
1.505"
O3-TRACK SILL
- - (6083-T6-AL) - -
7.105"
6.221"
0.080"
M] i, U
L1.211- 1.505"
0.08V O 3-TRACK HEAD O 2-TRACK SILL W/ SCREEN TRACK
(6063-T6 AL) (6063 T6 AL)
9.142"
4.49"
0.080"
1.2,11" 1.5105"
-�FhL-_L
qTITT
rT.q.,.4O4-TRACK HEAD 2-TRACK SILL
O
(6063-T6 AL) 7
(6063-T6 AL)
►1 1.514"
1.260"
0.060"
OFRAME HEADIJAMB SCREEN
ADD -ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS.
0.062"
0.532°
1.516"
FRAME SILL SCREEN
i2 ADD-0N
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116" MASONRY
ANCHORS @ 24` MAX. O.C.
I JR 10QM,07 I C I NO CHANGES THIS SHEET I
0.060"
0.760"
1.990"
GFRAME SILL SCREEN
19 END ADD -ON
(6063-T6AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24" MAX. O.C.
K2mi
CERT. OFAUTH. AMW
1.872" N-
0.062" 1.019"
0.081"
CREE
40 SSTILE
8"
(6063-T6 AL)
5.069"
-�{ 1.045°
I
1'99 0.062"
ORACK
14(62 T063-T6AL)
JAMB - SCREEN- - -
OTOPRAIL
(60133-TA Ali
2-TRACK JAMB W1
15 SCREEN TRACK
(6063-T6 AL)
5"
18 3 TRACK JAMB
(6063-T6 AL)
17 4-TRACK JAMB
(6063-T6 AL)
XTRUSIONS
ER/ES 770 ALUM. SGD - LM IMPACT
"u"me care sa""r a°.mrx.
SGO.770 NTS 21 "1 22 PGT0130
0.875"
j-jlgnl
1.993"I
0.062"
SCREEN
4s BOTTOM RAIL
(6063T6 AL)
PRODUCT REVISED
as complying with the Florida
Building Cade
NOA-No. 17-0420.12
Expiration DateO211'72020
1
ucPluse
No. 58705
= -0
-63
0'... ZoRIOP,. ••' �Cp�:
��'/ 1�0NALIENG`��
A. LYNN MILLER, P.E.
P.E.# 58705
I� 1 3.802' F 2.304" 0.752° -►{ 3.8D2" --y�
0.574" 1.163" 0.885"
0.062" J-L0.796"
0 264' J 0.080" 0.062° i
0.075" 0.233" 0.062"
OOFRAME 97 SILL 28 P-HOOK 28 HOOK MOUNTING P-HOOK SCREW
SCREW COVER TRACK ADAPTOR OCOVER 0.080" as P-HOOK FOR BOX RISER
(6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL) (6063-T6 AL)
a1 135° CORNER
(6063-T6 AL)
4"
elTi
0
00 .133°
1.600
.080' 1.870"
- --
-- -- - - - - --1� 3.125" _•-- F+- 3.125"
a2 135" FIXED MOUNT so STANDARD STILE 81 HEAVY DUTY STILE
(6063-T6 AL) (6063-T6 AL) O(6063-T6 AL)
3.979"
0.075"
1.645"
0.126'
s7 STANDARD ASTRAGAL
(6063-T6 AL)
3.979"
4.125"
0.075°
1.645" 0.062"
1.304"
0.281' Fes- 3.25"
es HEAVY DUTY ASTRAGAL ss TOP/BOTTOM RAIL
(6053-T6 AL) (6063 T6 AL)
1.033"
0.75T
0.050°
0.080
tGs PAN ELL CLIP
0.709"
(6063-T6 AL)
.5501,
-►10.883 f�-
0 W
12a FOXED PANEL
RETAINER. 7/8'
0.080"
(6063-T6 AL)
FDCED PANE�I L
108
RETAINER, 9116"
(6063-T6 AL)
NO CHANGES THIS SHEET.
1.739" �(
NJ
1.888"
s2 INTERLOCK
A T
(6063-T6 AL)
.289"
.045"
,611"
.045"
485°
GLAZING
1 BD (I G)
EA
O7/16" GLAZING
80 BEAD FIXED
O911fi" GLAZING
81 BEAD
(6063-T6 AL)
PANEL CLIP
(6063-T6 AL)
(6063-T6 AL)
A2.826"
4
1.498" 0.133" 1.498"
80" j5.621"L
tie 90° OUTSIDE CORNER ASTRAGAL
11s 90" CORNER RECEIVER (6063 T6 AL)
(6063-T6 AL)
10707ECHNOL00YORNP D-V-
N. VE UCE, FL 3#275 EXTRUSION
(061)480-1600
CERT. OFAU7M 8282HB SERIES 770
CaoYrtcMomR swa4xbk sa
,y�y OK.HB"'jpD ® SGD-770 )
5.621"
0.133'
1 , V.
tz0 90° INSIDE CORNER ASTRAGAL
(6063-T6 AL)
A. SGD - LM IMPACT
�..e a°°tvm.
22 d 22 PGT0130
1.303"
0.325"
0.062° ---
OINTERLOCK
SCREW COVER
(6063 T6 AL)
PRODUCT REVISED
as comp)ying with the Florida
Building Coda
NOA-No. 17-0420.12
Expiration Date 02/1712020
jNi LYIgN�/ i,���
� <,10ENSF''•�C��
No.58705
2�1!1A0TEO'
' 1ONAL
A.LIItEIOAUUOE� E.
P.E.0 58705