HomeMy WebLinkAboutNOA; Series SGD-770 Aluminium Sliding Glass Door 90 & 135 cornersC'1b)''1�
COPYMIAMj')D1�E FILE�-�. NIIANII-LADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT Or 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 ACCEPTANGK (NOA) ivivtiv.ininmidade.gov/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, Z'L 34275
SCOPE:
This NOA is being issued under the applicable Arles and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami4:)ade County RER -
Product Control Section to be used hi 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 .(hi Miami -Dade County) and/or the AI-11(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' niateiial fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Bu' ing
►clu ing �gl� V_��`�`�rtntic�tE
DESCi2IPTION: Series " SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I.
�T DUCTJMENT: Drawuig o. , ryes im. SGD - LM Impact", ets
1 through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by manu ac trer, 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 IW A,CT RATING: Large and Small .Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless othi tnvise
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.
TET2MWA.TION 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 sliall 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 shaII 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# 1.6-0629.06 and consists of this page 1. and evidence pages E-1. and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E. IN,
r` NOA No. 11-0420.12
MlAWN n COu� Expiration Date: February 17, 2020
Appraval Date: September 28, 20
P e1
PGT Industries, Ine.
NOTICE OF ACCEPTANCE: EVIDENCE SU13MITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted tut tler NOA No. 14 0123.10)
2. Drawing No. PGT013'0, titled "Series 770 Alum. SGD — LM Impact", sheets I
through 22 of 22, dated 10/10/14, with revision. C dated 04/05/17, prepared by
manufacturer, signed and scaled by Anthony Lynn Miller, P.E.
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, Tic., 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 un(ler NOA No. 16-0629-06)
2. Test reports on: 1:) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per IFBC, 'TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No, FTL-7554,
dated 11/01/13, signed and sealed by Marlin D, Brinson, P.E.
(Submitted udder NOA No. 14-0123. 10)
3, Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uni:Form Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94,
4) Forced E.tatry 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 -tip drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
l;,TL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-601.5, FTI,-6017, TrTL-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, Pr .�
(Submitted antler NOA No. 09-0826.10) %- }
Jorge M. Plasencia, P.E.
P�ndvct Contrnl Unit Supervisor
NOA No. 17-MO,12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (corf CINUED)
5. Additional Reference Fixed 'Window Test Report No. FI'L-•7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc. -
(Submitted under NOA No. 1 S-0430. 08)
C. CALCULATIONS
1. Anchor verification calculations and structtiral analysis, complying "Ifnth FBC-St"
Edition (2014) and FBC-6111 Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, l'.E.
2. Glazing complies with ASTIVI 11300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (R1=JR).
E. MATERL&L CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PYB Glass Interlayers" dated. 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) GIass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of confonnnance. with FBC-5t1i Edition (2014) and FBC-6t" 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) TTL-8717, FTL-
8970 and FTL-8968.
G. O11M, RS
1. Notice of Acceptance No.16-0629.06, issued to POT Industries, Inc. for their Series
."SGD-770" Aluminum Sliding Glass Doors w/90° &135° corners - L.M.I. approved
on 08/04/16 and expiring on 02/17/20.
I 0, scott archer studio, inc.
Sustainable Archllecliue - Interiors - Planning - Consulling
Review is for general'contractor conformance with the
design concept and the contract documents. Any action
taken is subject to the requirements of the plans and
specifications. Contractor is responsible for verification
of all dimensions, fabrication, means and methods of
construction and coordination with all other trades.
Nothing marked on these drawings authorizes changes
in the construction cost or contracted time frame.
® NO EXCEPTION TAKEN
❑ REJECTED
❑ REVIEW AS NOTED
RESUBMIT: ❑ YES
NO
E-2
Jorge M. Plasencla, P.E.
P. duct Control Unit Supervisor
NOA No. 17-0420,12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
DATE: 03.28.18
BY: Archer
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES
S) GLAZING TYPE OPTIONS; SEE TABLE 6, 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 WATERTEST PRESSURE AND GLASS TABLES ASTM El300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3) ANCHORAGE: THE 38-M% 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
14ARROW JOINT SEALANT,
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOBS, ANSIIAF&PA NDS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OFTHE
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-5960, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, F'TL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033, FTL-5036 AND FTL-7554
TARI F R. SFF DFTAII_ S ON SHFETS 4 & 5
Glass
Type
Description (listed from Exterior to Inte(or)
7/16' Lam'usvnd: (2) Miss of 3116' HS Glass wllh .T.-W PVB kdedayer
91167 Lamnated: (2) Litas of'W HS Glass w1th.080" PV8 (Medayer
G4
7116' Larn'mffied: (2) Lltes of 31161 HS Glaoa Will .0W SG hledayer
G4A
9/1S'1.2minated:(2) Ules of IX HS Class IMM.09m SG kdedayer
G5
1" Laml-W La.: VI a" T Exterior Co +316" Air Space+ 711V Lamkstied; M Utes of3/]6' HS Glass Wth,OW PVB kdedayer
G5A
I V Laminated LG.:1/4' T Exterior Cap +5116" Air Space+ 7716' Laminated; (2) Utoc ofVI6' HS Glass with ,U90' PVB hdonayer
G6
1' Lamfrwled I.G.: ails' T Extol" Cap+31E" AlrSpace+ 7116' Latntnatcd: (2) Liras of W16' HS Glass wldt,09T $G kdedayer
CSA
1°aminaledl.G:IWTExtedorCap+VIVA1rSpace +VITL.aminaled;(2)LhosofJ]6'HSGlosswhh.OSO•SGIMcdayer.
G7
7116• 1.2ml»ated: (2) Utes of 3116• ANN Olass'MLh A90' SG Wadayer
07A
9116" Lamnated: 12) Utea of Ix"ANN Glace with .O.'v SG Intedayor
Gil
1° L=h l=d LG.: 3/16' TExtcd4r Cap+ 318° Air Space+ 7116• Lamhraled; (2) Utes of 311 5"ANN Glass with .M' SG kLN.layer
GSA
T'Lamlmled iG.: 1141 T Exterior Cap +5118"Air Space+ 7116, Laminated; (2) Utes 40116 ANN Glass wlth.090' 30 hltedayer
'AN N° = ANNEAI.F.D
HEAT STRENGTHENED
•T° =TEMPERED
-PVS--.090" TRCSIFOLO PVB BY KURARAY AM=JRICA, INC.
-SG-=.09W SENTRYGLASOBY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING IMPACT RATING
SEE TABLES 1. 2 & 3 ON RATED FOR LARGE & SMALL
8H ETS 6, 7 & 8 MISSILE IMPACT RESISTANCE
CODES 1 STANDARDS USED:
•2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION
•2014 FLORIDA BUILDING CODE (FBC), 5fH EDITION
-ASTM E1300-09
•ANSUAF&PA NDS 2015 FOR WOOD CONSTRUCTION
•ALUYIINUM DESIGN MANUAL, AOM-2016
•AISI S10042
•AISC 366.10
GENERAL NOTES.............1
EXAMPLE CONFIGS..........2-3
GLAZING DETAILS ............
4,5
ANCHORAGE .............. _. _..6-14
DESIGN PRESSURES .......
e-8
INSTALL DETAILS..............12-14
ELEVATIONS-.- ................15,16
PANEL / SILL TYP ES.........17
CROSS SECTIONS ............
18.19
PARTS LIST._ ....................
20
EXTRUSIONS ....................
21, 22
for"
7=y:iv LOGyDRIY
1. VENICE, FL 34275
M4])4804800
a S A CFRr. OFALCM =9286
TABLE A
Anchor
Group
Anchor type
Frame
Member
SubGlrate
MIn. Edge
Distance
Min, O.C,
0I-ounce
Min.
Fmoe hidkn ar
Metal Ticknew
A
01218.8 SMS,
(Fy=60ksI,Fe=95ks()
;124SOSSSMS,
(Fy= 90 kst. F� 110 ks)
All
Southern Pine (SG = 0.55)
9118"
1 :18"
1-316"
6063-75Alwn(num
3/8"
8116•
01090•
A36Stee1
318"
9116'
0,050,
Gr. 33 Steel SNd
318°
v16"
0,045" (18 Go)
114' Elco Aggre-GatorO
Fy=57 Rai, P„-96 ksl
A9
Concrete (min. 2.22 ksq
1-112"
3"
1-3f8'
Jamb 1 P-hook
Filled Black ASTM C90)
2°
3"
2"
Jamb I P-hook
Hollow Block (AS7M C90)
2°
3"
1.1/4"
A8
Sdudtdm Pino G = 0.65
1'
1"
1-Ts"
B
44125tee1 SMS (GL 5)
(ndtL of 3 threads beyond
metal stibsbale)
AliBC834S
SouBrem Pine (SG = 0.55)
8116'
VIP
-IV8'
AluminLmt
3/B"
9f16'
0.090,
A36 Steel
3f8"
9116"
0.050"
Gr. 33 Steel Stud
aB"
9f16"
R04S ]8 Ga
C
IA' Eko UltraCorO
Fy=1S5 k11, Fc=1T1 k61
AO
Conerate (ruin. 255 ksq
1.
4'
1+1°181
Jamb I P-hock
Hollow Block (ASTM =)
1-
6'
1-114-
1/4° Elea UftraCoiiO
Fy=165 ksi, F,= 177 ksl
All
Concrete (min. 2.81 ksq
2-112"
4-
`leM i P-hmk
Jamb 1 P-hoak
Filled Block OSTIA C90)
I Hollow Block ASTM CM
2-IM'
2-lit"
4"
64
1-1149
1-V4"
❑
114' 410 SS Elco Crelei'lexra
Fy E127.4 ksl, Fa= 18S.7 k61
Head /SO]
Concrete min.3.35 M
1"
4"
1-314°
JSmb 1 P•hdok
Concrete {min. 3.35 ksq
1•
6"
1-3"4
Jamb / P-noak
HCllow Bka ASTM C90)
2-112"
6"
1-1/4"
A8
S4uthem Pine fSG - 0.551
1'
1"
1- 6"
t) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS ABOVE,
CHCOSE'tHE ANCHOR GROUP OF TFE LOWEST LETTER FOP. ALL TABLES IN THIS APPROVAL
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE
3) FOR STEELSTUDS, MIN. FV = 45 KSI, MIN FY=33 KSL
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE(CMU SUBSTRATE APPLICATIONS IN MIAMI-OADE COUNTY, USE ONLY
MIAMI-DADE COUNTYAPPROVED ANCHORS. SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE
DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE A, TI 118 SHEET.
PRODUCT RWASED
3) WOOD SUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2-THICK. as complyingwith the Florida
PROPERLY SECURED, IX WCOD BUCKS ARE OPTIONAL IF UNIT IS Duilding Coe
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. 47-0420.12
DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS Expiration Date 0211712020
HEN USED SHALL BE DESIGNED TO PROPERLY TRANSFER
By
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION 15 mr "
THE RESPONSIBILITY OFTHE ENGINEER CRARCHITECTOF Miamf->pide Produot Control
RECORD &TO BE REVIEWED BYTHE 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
SUPPORTTHE ENTIRE LENGTH OF THE SILL THAT IS NOTTIGHTTO
THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 304 FELT PAPER OR MASTIC IS REQUIRED
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
BY THE AUTHORITY HAVING JURISDICTION.
GENERAL A
SERIES 770 ALUM. SGD - LMIMPACT
MD-770 NTS a i d 22 � PST6130
tt U1111r
'aNY LYNIV
����(�.•LtCEkSF'�/��tn i
��'• .'^'cOF4 �
A. LYNN MILLER P.E.
P.ES58ms
EXAMPLE CONFIGURATIONS
CONFIGURATIONS MOTES:
1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONI-IGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH
MAX. UNIT WIDTH
LOCATIONS USING DETAIL'Jw", "Je. "Kw" OR "Ke INSTALLATION.
EXAMPLE: 4-PANEL )C= IN POCKET (p) CONFIGURATION CAN BE
p)=<p, pXXXX OR XXXXp. OXXX IN POCKET CONFIGURATION
NOM. PANEL WIDTH
NOM. PANEL WIDTH
w
tz 3
CAN 8E OXXXp,
PER TABLES 1-3
jW a
-.ref---
PER TABLES 1-3
-s�'r
i
+
i 2) 90" & 135' CORNER CONFIGURATIONS CAN BE A COMBINATION
OF ANY 2 STRAIGHT CONFIGURATION$.
J Jc 1
Gc
MAX- UNIT
Jw Je I !Mae
a t4 c x o
�� K I x e—
13
MAX. UNIT
/ t
/
O
a to I o a a 3 FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
a � )
HEIGHT
to 1a I ti ea
i x
HEIGHT
PER TABLES 1-3
/
j ti 'X" = OPERABLE PANEL,
PER TABLES 1-3
g w`
o 'O" =INOPERABLE PANEL
'P"
pCC� I y
I w =POCKET
POCKET 1 H DETAIL LETTER
-r�r---�
'w" = WOOD OR METAL INSTALLATION
'=CONCRETE
I PANEL
2-PANEL
c' INSTALLATION
1 ,3
CONFIGU
CONFIGURATIONS +� +3 —SHEET NUMBER
IRATIONS
NOM. PANEL WIDTH
—MAX. UNIT WIDTH
n Ac 3c
t t3 t t3
NOM. PANEL WIDTH
MAX. UNIT WIDTH DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
Az % t2 a tz 3 PANEL HEIGHT= DOOR UNIT HEIGHT-1.866"
PER TABLES 1-3
PER TABLES
1.3
WN-13.)
MAX- UNIT so
HEIGHT
PER TABLES 1-3
I
I
w Je I
to 1
w ° MAX. UNIT
1a a I,ay HEIGHT
1�-M PER
I is ji3qf-' � TABLES 1-3
POCKET I y
Jar
3-PANEL CONFIGURATIONS
12 13 t
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
MAX UNIT
HEIGHT
PERTABLES 1-3
19
t9
T
/1s
'19
la
itl
a 1
19
19
19
4 t4 io°aa
a
19
+-
I Iti
laQ—
/
POCKET
71
-��r---�
4-PANEL
CONFIGURATIONS
,n
c _ E
v A - ,a —1 -9.
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1.3
19
79
l9
lU 14 t4 I -1 I lJ
14 I o 4 HMAX HEIGHTT SEE
PER to I / ZT141S
TABLES 1-3 t9 / SHEET.
Igew- o
f/
�
�
I POD I � � ECTERI,711 a t
•
__ J S� w
+
5-PANEL
CONFIGURATIONS
t tc 72 13 w 13 CORNER, TMP' +
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR)
I JR I GWSP7 I C I NOCHANGESTY.IS SHEET. I
M YEMM FLa4=
(941)480.100
CERJ: CFAUM tf29296
FRIES 770 ALUM- SGJ - LM IMPACT
arwe :.Yc .I f+* ft
SOU-770 NMS 2 -f 22 PGT0130
PRODUCT REVIISE13
as complying with the Rorido
swldlx9 Code
NoA-xo. 17-0420.12
Expiration hate 02117/2020
1t11ttlllfff/j'
No.ss7U5 •'�
�po•: spy '•�uc
o0`
A.LYNN MILLER RE
RuVMS
EXAMPLE CONFIGURATIONS
MAX. TESTED UNIT WIDTH =
355-711W L 96" HEIGHT
300-114" @ 120" HEIGHT
NOM. PANEL WIDTH
Aw A. w c
1 t3 t 73 t
PER TABLES 1-3
W
1 13
79
�
19
19
79
79
�-
c
MAX. UNIT 1 13
1s
t
t
1s
10
/
Iw 9
HEIGHT, ZU
is
s
t9
1s
79
/r
96" OR 120"
1
1L�
6-PANEL CONFIGURATIONS
MAX, UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1-3
12 13
49
t9
t
t
19
19
1
MAX. UN1T 1V 3
19
19
19
t9
19
19
/
HEIGHT tz 53
t9
19
18
1
1
PERTABLESS-3
h
IL
7-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL -he, "Je', "Kw- OR "Kc" INSTALLATION.
EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE
pXXXXp, pXXXXOR XXXXp. OXXX IN POCKET CONFIGURATION
CAN BE OXXXp.
Jc I
2) 90' & 135° CORNER CONFIGl1RATlONS CAN BE A COMBINATION
�? a o
OF ANY 2 STRAIGHT CONFIGURATIONS.
a N
1 S
3) FOR NOM. PANEL WIDTH, SEE TABLES
1�¢f,
Q.
"X° = OPERABLE PANEL,
POCKET i Q
"O" = INOPERABLE PANEL,
"p' = POCKET
12 ads s
F—DETAILLETTER
'= WOOD OR METAL INSTALLATION
'W = CONCRETE INSTALLATION
t�°vl
T SHEETNUMBER
-sir---�
OLD WIDTI I = NOM. PANEL WIDTH - 7°
U
1
DLO HEIGHT= DOOR UNIT HEIGHT-10.125"
DOOR UNIT HEIGHT-1.866°
;o o
Q
PANEL HEIGHT=
C,
0�
POCKET
NOM_ PANEL WIDTH
is i2 —+3 1
PERTABLES 1-3
a
19
1 13
79
19
19
19
19
�
MAX UNIT 1° 13
C
v
19
7B
19
T
19
19
19
19
v
HEIGHT 1" 1
19
1
t9
PER TABLES 1-3
I
N. MYCE FL 94275
(94r) 4W4600
C81M CFAUM 6#2929R
Perm 0M
XLA .73RC5ZRVW
SERIES 770 ALUM. SGD - LM IMPACT
Sco-ne I NTS 3 d 22 PGT0130 C
PRODUCT REVISED
as complying with the Florida
Building Cae
NOA-No. 77-0420.12
Expiration oat. 0211712020
\11t 1111111�/ii
' ttCENSF ..(���
t!r No. 58705
AL
A. LYNN 1,HLlPR, P.E.
P.E.•9587as
GLAZING DETAILS (G3, ISM, G4, G4A, G5 & G5A)
i 6° NOM. 7/16" NOM. 1' NOM.
3/16" HS GLASS 3/16' HS GLASS 3l16° —HS GLASS
.090" PVB
_090" PVB .090" SG 3116' HS GLASS-
3/16" HS GLASS 74 3/16" HS GLASS 74 3W AIR SPACE 74
3116" T GLASS
E2
314" NOM. 3/4" NOM.
XTEwOR GLASS EXTERIOR GLOSS 314" NOM.
(� 124-t2 GLASS
SITE `+" 8f1'E
61TE
9M6" NOM.
114" HS GLASS
090° PVe \
1HS CLASS 74
/4"
02
3/4' NOM.
Ea?EARRIOR GLASS
B17E
7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I-G. GLASS, TYPE G5
9/16' NOM. I ^ 1 ° NOM. -+-•I
1/4" HS GLASS
.090" SG
1/4° HS GLASS I 7:
92
314" NOM.
EXTERIOR GLASS
C7 I BITE
3l16" HS GLASS
'0901, PVe
3/16" HS GLASS
511 fi" AIR SPACE
74
1/4" T GLASS
PRODUCT REVISED
Bs
ascomply! with the Florida
geikti"9 Cosfc
NOA-No. i7-0a24.12
t24 127
314" NOM. �pimyon Date02117/2020
GLASS
BITE
EXTERIOR
Miami -Da roCuct Contra[
9116" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
I
ui r
GLAZING NOTES,
_' N'Q• 58705
"ANN'=ANNEALED
'HS°= HEAT STRENGTHENED
"I'"=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
O
"PVB"=,090°TROSIFOL PVB BYKURAR
T0707ECRNOLOGYUNIVE
o.../
GLAZING DETAILS
i 517lTt OP ��
YAMERIRICA,INC.
°SG° =.090" SENTRYGLAS�BY KURARAY AMERICA INC.
P411460-1600
,es
',cS'S'''•, •,.••• '' �j\ ��
CE�o�� M2961�nT-
SERIES 770eALUM,SGD-LMIMPACT
t'
JR ?4/OS/17 C NO CHANGES MS SHEE7.
f
A°�
aLYNv�fILLR P.E.
JR 10110114
N`
sao-no NT5 4 - 22 PGT0130 C
P" 68705
_
GLAZING DETAILS
(G6, G6A, G7, G7A, G8 & G8A)
1°NOM. --- 7/16" NOM.
3116" HS GLASS
3116" ANN GLASS
3/16" ANN GLASS
.0w, SG
090" SG
3/16" HS GLASS
.090" SG
3116" ANN GLASS
318" AIR SPACE
3116"ANN GLASS
74 3/8' AIR SPACE
74
3/16" T GLASS—
3116" T GLASS
S3
�
F3G
314" NCM-3l4"
GLASS t2a-127
NOM-
12d-127
_
I SITE
GLA55
EXTERIOR
SITE
� Y
V 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.
3116" HS GLASS
3116" ANN GLASS
.090" SG
i/4"ANN GLASS
.090" SG
3116" HS GLASS
.090" SG
3116" ANN GLASS
5/16" AIR. SPACE
1X ANN GLASS 74
5/16" AIR SPACE 74
1/4" T GLASS—,
1/4" T GLASS
PRODUCT REVISED
as.omPlving with the Florida
B3
EM1�
r=SS
3/4"NOM.
83
B.11ding God.
Noa-rt.- ?7-042D.12
124-117 I
ocrEwoa SAS
a
3/4^NOM.
124127 u GLASS
ExpinvonDate 02N7/2020
- SITE
ExEr'7i OR ..
/
hRlamo- i ¢t:t ontro
..
Ek'TERIOR
81
<�j
79
79
54
55
55
1" LAMINATED I.G. GLASS, TYPE G6A
9M6" LAMINATED GLASS, TYPE G7A
1" LAMINATED I.G. GLASS, TYPE G8A
st ; No. 58705 _
GL.A7(NG NOTES:
"ANN"
= ANNEALED
"HS" = HEAT STRENGTHENED
-,07,
/
'• b!
"T"=TEMPERED
SEE SHEET 16 FOR SPACER DETAILS.
% O g
O
"PVB" _ TROS{FOE PVB BY KURARAY AMERICA, INC.
f070TECb=10r.Y0R1W
F(
i��CS�S' ORIDA,,= Gt�`�
.090°
"SG"=.090"SENTRYGLAS9BYKURARAYAMERICA INC.
7f vENicE yir,
041)4E0.1600
GLAZING DETAILS
�,OjVq� ENN�.N
a" e"n o�
MR7.. 0FALrM...97A�Be
n°
SERIES 770 ALUM. SGD - LM IMPACT`�
1R 04/0.5H7 C NO CHANGES TN1S SNEc'T.
c0ptrteu7o�rr
5r 4mr ad,- —i nmwx.
A. LYNN ULLER• RE
0�rm"st aas a"dwa mer
•JR M0110114
v0AWHVI au¢
.vcmafra -m=
SG0.770 iJT$ 5 d 22 PGT0130 C
,_
P.E,Y 56705
I,,\ TABLE 1A:
Design Pressure (DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For ccmer astregel onchemge on 90' or 136' comer units, see sheet 11
Maxi um DP fo all sizes:
•+601-60 sf
(May ba by Table 1A)
Table applies to Glass Types 3,
3A, 5, 5A, 7, 7A, 8 & 8A and
the sulelAstragal T/pes shown
below.
Doc Unit Height
87
84"
BD"
96"
69.716' 01.0
73.715" DLO
79-716" DLO
85.7/8' DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
HesdlS'll
C4+1
C4+1
G4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C9+1
CA+1
C4+1
2V
��
Jamb
8
a
B_
B
8
a
6
e
8
a
8
a
8
8
8
8
P hock
6+7
1 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
Head/Sal
C4+1
C4+1
C4+1
CA+1
C4+1
CA+1
G1+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
30"
p
1 Jamb
8
8
8
8
a
8
6
B
8
8
8
a
8
8
6
B
b'
P-1100k
6+7
e+7
5+7
e+7
7+8
7+6
7+8
7+8
7+8
7+8
7-
7+8
7+8
7+8
7+8
7+8
Head/Sli
C4+1
04+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C1+1
C4+1
C4+1
C4+!
CS+1
GL+1
C4+1
38"
p
Jamb
8
8
8
B
8
8
8
B
B
8
a
a
8
a
6
a
n.
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
I HesNS81
C4+I
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C-4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
E
42•"
Jamb
8
8
8
8
8
8
8
8
8
8
8
6
a
B
8
8
L
DLO
P•hcok
6+7
1 6+7
6+7
6+7
7+8
7+8
7+8
7+8
7+8
7+8
7+S
7+B
7+8
7+6
7+6
71�41"
HeadlSili
C4+2
C4+2
C4+2
C4+2
CAt2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+
C4+
C4+2
4B'
N
41"
PLO
Jamb
a
B
8
B
6
a
8
8
8
8
8
6
10
B
8
8
IP-hook
a+7
6+7
6+7
6+7
7+8
7+0
7+8
7+6
7+8
7+8
7+8
7+8
7+8
1 7+8
7+
7+6
FOR EXAMPLE ON USING TABLE, SEE SHEET B.
NOTES;
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON E E F THE 3-114' SILL.
2) WHEN USING THE 2-1Y2" SILL, POSITIVE WATER DP 46.67 P MAX. WHEN USING THE 3-1/4-SILL, POSITIVE WATER OP IS
60.0 PSF MAX. WHEN USING THE 4" SILL, POSITIVE WA iS 60.0 PSF MAY. (NEGA TVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4-, 3-1/4" AND 2-112" 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
BE USED WHEN THE DOOR IS PROTECTED RY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDABUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED,
6) JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED.
Sill Height to Max. (+) DP
(Water Infiltratlon Rating)
Silt Riser Height
(+) Design
(Fiat or Box, see
Pressure, psf
Sheet 17)
Flush - 1-1/2"
s
Low - 2-112"
+ 46.67
Medium • 31/4"
High-4'
1 +60.0
SEE NOTES 1-3
OH LENGTH
OHRATIO ZI
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH=
NOM. PANEL WIDTH-7"
DLO HEIGHT=
PRODUCT REVISED
DOOR UNIT HEIGHT - 10.125'
as complying with the Flortde
Building Code
NOA-No, 17-0420.12
PANELHEIGHT=
DOOR UNIT HEIGHT-1,866'
Expiratlon Date 02/17i2020
Interlock
P-hook
LocksU"le @Jamb
StralghtAstragal
Assembly
Lockstile @
Stralghtastragtl
90" Astragal
I Assembly_90'Astra6al
toclaitile @
135- Astragal
Assembly
Lockstlle @
13S'Astragal
StandardStiles
Standard Stile
Standard Stile
Standard5tile
Standard Stile
Heavy-duty Stile
Heavy-duty StIle
Heavy-duty Stile
Heavy-dutyStlle
1�&-
Standard Astra I
ga
decomer
OutsioEaEi
Ou3ide
Corn
Inside
Cosine
Comer
Outside
a
jm��
Inside Corn ' I 1
Corner
Comer
Part it60 (x2)
Part 460
Part 1E60
Part 160 (Stile}
Part (Astragal)
Part #60
Part g61(Stile)
Palt /t118 (Stile)
Receiver)
Part g119 (Out)
Part k120 (C
Part #61(Sttle)
Pans #31 & r32
(Corn. & Pxd Mount)
Pan #61.
TABLE 4.
N. 1,17v+C-5 Fcarvs DP ANU AIYUHUML&
r340480-0800 Tr.e
CERK oFAlmr..nazas SERIES 770 ALUM. SGD - LM IMPACT
LeP•g71tlN1•orn17 sa.rame AAv/a
ncrx+wsra+es rNc sG6770 A!7'S 6 d 22 PGT0130
�ualoarsr¢saeveo
,,t t 1 1111 r 1 lllr
TA
;�NALIEN.�•
A. LYNN MILLER. P.E.
P.E.# 58705
pesign Pressure (DP) and Anchor Quantities Required, (fora8 approved configurations on Sheets 2 & 3)
For comer astragal anchorage an 90' or 135' comer unRs, see sheet 11
R1aldmum DP for all sizes: +601.60
f 4ay Da limfled by Table 2A)
Table applies to Glass i)'pes 4, 4A4
E, 6A, 7, 7A, 8 & 8A and the
Door unit
Hefght
b0"
84'
s0'
as,
102'
1De- -
1W
120'
69-7T8" OLO
73.71W DLO
79.7/8' DLO
85418' OLO
91.718' OLO
97-718' OLO
103d1B' C4,0
09-7/8' OLO
51f1dAstragal Typos shown below.
-
Anchar
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
A
B
C
D
A 1
B
1 C
0
A
I B
I C
1 D
A
B
C.
0
A
B
C
D
A
B
C
D
• A
B
C
0
A
B
C
D
24'
oL�O
Head/5111 IC4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
Ch+1
04+1
GO,
C4+1
24+1
24+1
0444
C4+1
04+1
+1
+1
+1
C4+
+1
04+11CA+1
Cc+i
C4+1
04+1
C4+1
C4.1
Jamb
8
8
. 8
8
B
8
B
8
8
8
8
B
B
B
a
8
10
10
10
10
10
10
10
10
10
10
1 10
10
10
10
10
1D
P-haat
6+T
6+7
E+7
6+7
7+B
7+6
7+B
7+8
T+B
7+a
7+B
7+6
7+8
7+8
7�8
7+6
8+9
8+9
1 B+9
8+9
B+9
6+9
6+9
6+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
9+10
Head(Slll
C4+1
04+1
C4+1
C4+1
04+1
04+5
C4+1104+t
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
CA+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
04+1
C4+1
C4+1
C4+1
30"
D
Jamb
5
8
6•
8
8
B
8
8
B
a
8
0
a
8
8
8
10
10
1 10
10
10
10
10
10
10
10
10
10
10
10
10
10
O
?-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+8
7+8
T+8
7+8
7r8
7+8
7+8
7+8
748
7+8
8+9
8+9
1 8+9
8+9
0+9
84-9
8+9
8+9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
8+10
Head/Sill
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
04+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
04+1
C4+1F.4-2
C4+1
C4+1
C4+1
C4+1
C4+11
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
36-
ti
Jamb
8
E
8
8
8
B
8
8
8
8
8
0
e
8
8
8
10
10
10
10
10
10
10
10
10
I 10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7*8
7+6
7t8
7*8
7+8
7+8
7+8
7+8
7+8
7+8
7+8
8+9
6+9
8+9
8+9
8+9
,£.p
B+9
9+10
9+10
9+10
9+10
s+10
s+10.
9+10
9+tD
Z
Head/S81
C4+1
C4+11
C4+1
04+1
04+1
04+1
04+1
04+1
04+1
C4+1
C4+1
C4+1
GM
C4+1
C4+1
C4+1
CA+1
C4+1
CA+1
04+1
('st+1
C441
C4+1
C4+1
C4+1
C4+i
C4+1
C5+1
C5+1-
C4+1
04+1
i
42'
Jamb
8
8
8
8
a
8
8
8
8
8
8
B
B
B
8
8
SO
10
10
10
10
10
10
10
10
10
10
12
10
10
10
DLO
P-hook
5+7
6+7
6+7
0+7
7+6
7+B
7+6
1+8
7+0
7+8
7+9
7+6
7+8
7+8
7+8
7+8
8+9
g+9
8+9
8+9
8+9
1 8+9
8t9
9+10
9+10
9+10
9+10
9+10
9+10
9+10
0+10
r`
Head/Slli
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+2
C4+1
C4+2
04+2
rA+2
C4+2
C4+2
04+2
C4+2
C4+2
G4+2
C4+2
C4+2
C4+2
C5+2
C4+2
G4+2
CS+2
C5+2
C5+2
CS+z
C5+2
C6+2
C5+2
CS+2
z
46'
Jamb
8 .
8
1 8
8
8
a
a
8
B
8
8
10
6
8
8
10
10
10
t0
10
10
10
t2
10
10
10
12
10
10
10
OLO
P-hoak
6+7
6+7
6+7
0*7
7+8
7+8
7+8
7+8
7+8
7+0
7+6
7+8
7+6
7+8
7+8
7+8
8+9
1 8+9
1 9+9
1 8+9
11+9
8+9
b+9
8+9
9+10
9+10
9+10
9+t0
S+10
g+10
9+10
9+10
47"Jamb
DLO
Head/Stl1
C4+2
04+2
04+2
C4+2
5+2
04+2C,04+2C4-2
04+2
C4+2
C4+2C<+2
04+2
C4+2
C4+54'
Not available in these sizes
e
a
a
8
8
9
10
8
8
B
10
8
B'
a
P-hock
6"7
6+7
6+7
6;
7+8
7+8
7+8
7+a
7+8
7+8
7+8
7+8
7+8
7+8Haadl501
60'p.lamb8
04+2
C442
G4+2
04+2
C-4+2
04+2
CA+2
04+2
C1+2
C4+2
C4+2C4+2C4+2
C4+2
B
a
B
8
a
10
8
8
B
10
8
b
8
P-hoo:<
6-7
6+7
6+7
6+7
7+a
7+B
7+6
7+8
7+8
7+8
7+8
7*B
7+8
7+B
FOR EXAMPLE ON USING TABLE, SEE SHEET B.
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-114" SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER OP IS 46.67 PSF MAX. WHEN USING THE 3-114' SILL,
POSITIVE WATER OP 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 2-112" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-112"
SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. MAX.
POSITIVE DESIGN PRESSURES SHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BY
AN OVERHANG COMPLYING WITH THE CURRENT FBC (SEE ADJACENTOIAGRAi14); THIS CONOITION 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 SY 2 FOR PAIRS TO BE
INSTALLED,
TABLE 2A:
Sill Height to Max. (+) AP
(Water In5ltrallon Rating)
Sill RlserHeight
(+)Design
(Flat or Box, see
pressure, par
Sheet17)
Flush-i-1/2'
see note 3
Low - 2-117
446.67
Medium-3-1/4"
+60.0
High - 4"
+ 80.0
SEE NOTES 1-3
OH LENGTH -
T
C7
i of OH RATIO a 1
x o
O
i
OH RATIO = OR LENGTH
OH HEIGHT
THE cnr 1 nwrnrr -STu F a. ASTRA(',Af TYPES 1 PAl 1. RF 11SFn FnR TARI F 9 RFF SHFFTS 21 & 22 FOR PART DIMENSIONS AND SHEETS 18 & 19 FOR ASSEMBLY DETAILS
Inierlock
P•hook
Lodurtile @ lamb
Straight Astragal
Assembly
Lockstfle @
Straight Astragal
90'Astreg2l
Assembly
LDCkStIla @
90' Astragal
Heavy-duty Stile
135'Astragal
Assembly
Lockstile @
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStlle
Heavy-duty Stile
Standard Astragal
Outside C
Outside
Ensi
I Idee
eer-44htnn�a�aaa...
1—�'�I•-��''�
�
LJE^
Lomer'�
Insid-y-�-�=,f-}e��
Corner
Outside
Inside Comer' I 1
Corner
Part #61(x2)
Part961
Part#61
a(Shce)
Pan 96767 (Pam #61 (Astragal)
Part#61
Part #El (Stile)
Part #11.8(Comer
part #119(Out)
Part #120 (In.)
Part #61(Stile)
Parts#31 
Part#61
Receiver)
(Corn. & Fxd Mount)
aL v>:wc8- TABLE2, REMOVPtaa27s 11R�F
v 4a0-190D
O ✓� EXAMPLE CERT. OPAIRH. 92a6
R8M SERIE.,
SGD•770
770 AL&M. SW - LM IMPACT
amr" s�.e . *f
rS 7 122 1 PGTO130
DLO WIDTH =
NOM. PANEL WIDTH -7'
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT =
DOOR UNIT HEIGHT-1.866'
PRODUCT REVISED
as complying With the Florida
S�itdrng Cod.
NOA-No. 17-0420.12
Fxpirntlon O -_tR 02117/2020
` 10NY LYNN 11111;'
\, CEN �
. No. 58705 =_
O� STATE OF
ZDNAL
A. L,;4'r1LU RE
PF-.X 58705
Design Pressure (DP) and Anchor Quantifies Required, (for all approved configurations on Sheets 2 & 3)
Fortomer astragal ant horage an 90° or 135' comerunits, see sheet I
Maximum DP shown below
(May be United by Table 3A)
Door Urtit Height
Table applies to Glass Types 4, 4A.
80'
84"
90"
95°
102,
108°
6, 6A, 7, 7A, 8 & 8A and the
Sille/Asiragal types shown below.
69-7/9^ DLO
73.7 8" DLO
I n-71T DLO
1 B5.7/8" DLO
el-7/8" DLO
97-7/8" OLO
Anchor Group
Anchor Grou
Anchor Group
Anchor Groin
Anchor Group
Anchor Group
6 C D
A B C_ O
A B C O
A B C D
AI B C 1 D
A 1 8 1 C D
i
Design press u a
+/-50.0 f
+/-82,5 psi
+/-75.0 psi
17"
Heed15111
C4+1 C4+1 C4+1 04+1 'C4+1 C4+1 C4+1 I C4+1 C4+1 C4+7 C4+1 C4+1 C4+t C4+1 C4+1 04+1
C4+1 04+1 C4+1 C4+1
0441 04+1 C4+1 C4:1
24"
DLO
Jamb
B
6
8
8
8
8 8
I I
B
8 8
8
8
5 8
e• a
f0
10
10 70
10
10
10
t0
P-haak
B+7
6+'r
1 6+7
6+7
7+8
1 7+8 7+8
1 7+8
1 7+8 1 7+8
1 7+6
1 7+8
1 7+8 1 7+8
1 7+8 1 7+8
9+9
1 849
1 8+9 1 6+9
8+9
1 8+9
1 8+9
1 8+9
Dell) P2ss4re
+/-s0.0 psf
+MZ5 sf
• +h75 D f
23"
Hesd/9BI
C4+!
C4+1
C4+1 C4+1
C4+1 I C4+1
I C4+1
04+1
C4+1
1 C4+1 1
C4+1
I C4+1
04+t I C4+1
C4+1
C4+1
04+1
C4+1 C4+1 C4+1
C4+1
I C4+1 C4+1
C4+7
r
W,
DLO
Jamb
8
8
e e
8 1 8
1 8
1 B
1 10
1 B
8
1 8
1 10 1 8
.8
8
10
10 10 10
!0
1C 10
10
v
P-hook
6+7
E+7
6+7 6+7
7+8 7+8
7+8
7+8.
7+B
7+B
7+8
7+6
7+8 7+8.
7+B
7+8
8+9
8+9 8+9 B+9
8t9
8+9 8+9
8+9
Design Pressu a
+/-90.0 psf
+/� 2 5 psi
+1-75 0 psf
AT
Head/SRI
C4+1
C4+1
C4+1
C4+!
C4+1 C4+1
C4+1
C4+1
C4+1
C4+1 C4+7
C4+1
C5+1 C5+1
C4+1
Gi+7
C5+1
CS+T
C4+1 C4+1
C5+t
C5+1
C4+1 C4+1
IL
Jamb
10
8
B
8
10 8
6
8
10
.8 8
8
12 10
6
8
12
10
10 1 10
10
10
10cP-hook
6+7
6+7
6+7
6+7
.7+8 7+8
7+8
7+8
7+5
7+B 7t8
7+8
8+9 8+9
8t9
8+9.
8+9
8+9
B+9 6+9
8+9
8+3
8+8 B49
o,
LVs/gn Pressure
t/-90,0 pot
+1;32.8 psf
+1•76,0 pcf
W,
Head/5111
C4+2
04+2 C4+2
C4+2
C4+2
04+2
04+2
C4+2
C5+2 C5-
C5+2
C5+2
CS+2 C6r2
C9+2
C5+2
C5+2
C5+3
C5+21 C5+2
C542
C542
C5+2
C5*2
4r
DLO
Jamb
10
8 B
j 8
1 10
1 8
1 8
1 8
1 12 10
8
8
1 12 1 10
8
8
12
1 10
10 10
12
1 10
10
1 10
P-hook
7+8
7+8 1 7+8
7+8
7+8
7+8
749
7+8
8+9 8+9
8+9
0+9
B+9 8+9
8+9
8+9
8+9
8+9
8+9 8+9
8+9
8+3
8+9
6+9
Design Pie=sore
+Aso.opsf
See Note A X
+,J-52.5 Psf
+Frs.0 per
41"
HeadlSRt
05+2
C5+2
C4+2
C4+2
C5+2 C5+2 C5+2
05+2
C5+2 C5+2
C5+2 C5+2
C6+2
C6+2
2
C5+2
C6+2
C5+2
05+2
C5+2
f:6+2
C6+2
C5+2
CS-2
48'
DLO
Jamb
10
8
8
8
12 10 8
B
12 10
8 8
14
12
8
8
14
12
10
10
14
!0
10
10
P-hook
7+8
7+B
7+8
7+8
a+9 8+9 8+9
8+9
8+9 1 8+9
8+9 8+9
9+10
9+10
+10
9+in
9+10
£+10
9+10
9+10
9+10
9+10
9+10
9+10
NOTE A: +/-90.0 PSI- FOR GLASS I YPES 41,Ngl , (3, 6A, 7A, 8 & 6A; +t-61.1 t•Uh ULASJ I YYE r
EXAMPLE ON SHEET 9
NOTES:
1) POSITIVE PRESSURES IN TABLE 3 ARE BASED ON THE USE OF THE 4" SILL.
DLO WIDTH =
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER OP IS 48.67 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", 3.1/4" AND 2-1/2" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" SILL IS NOT AND
DOOR UNIT HEIGHT-10.126'
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 BYAN OVERHANG COMPLYING WITH THE CURRENT FLORIDA
PANEL HEIGHT=
BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDI T ION 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 INSTAL) ED.
-ruc rani 1 MnlIAl2 CTII C P. ACTC)n!]el T =C OW AI I RC I ICr:n Cf)P TARI F: SS RF= RI-IRFTR 91 R 99 ;:no PAi7T rllMt=lJSflltJC
ANr1 SHFFTC I R 79 9r1R ARSPIVRI Y DFTAll S_
interlock
P-hook
Lockstile @ Jamb
Straight Astragal
Assembly
Lockselle @
Straight Astragal
90' Astragal
Assembly
Lockstile @
'90-Astragal
135° Astragal
Assembly
Lockstlle @
135•Aitragal
Heavy-duty Stiles
Heavy-dutyS0le
Heavy-duty Stile
Heavy-dutyStfle
Heavy-duty5tile
Heavy-dutyStRe
Heavy-duty Stile
Heavy-duty5tile
Heavy-"s:Re
Heavy-duty Astragal
'.
Outside
outside
Comer
Inside
Corner
r
Inside
Corner
Outside
Inside Co
Corner
Part #61(X2)
Part#61
Part#61
Part H61 (Stile)
Part ff68(AstraBal)
-
Part#61-
Part1;6!(Stile)
Part#118(Comer
Part #119(OuL)
Part9120(in.)
Part#61(Stile)
Par'Stf31 
Parts61
Receiver)
(Cam• & F7td Mount)
ADDED EXAMPLE
N. VM4= FL 34275
(941)480460
CERr- OFAUTH./I2829S
SGD-77a I NTS I 8 a 22 j PGT0130
TARr F AA -
Sill Heightto Max. (+) DP
( Water Infiltration Rating)
SIR Riser Height
(+) Design
(Flat or Box, see
Pressure, per
Sheet 17)
Flush-1-1/2'
see note 3
Low-2-1/7
+46.87
Medtum-3-IW
+60.0
High -4°
790.0
StE NU I ES 1-3
OH LENGTH
4r
Ci OH RATIO k 1
O
OH RATIO = OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complying with the Florida
Building Cod.
NDA-No. 17-0420.12
Expiration Date 02/17/2020
No• 56715
i�P '• 70RiOA
0. LYCL� MILLER P.E,
P£# 58705
NO FRAME "9+10° P-HOOK ANCHORAGE CONSISTS OF:
SEE JAMB (9) P-HOOK ANCHORS,
SPLICE i REQUIRED @ (PERPENDICULAR TO GLASS
NOTE, EXTERIOR PLANE) SEE TABLE 2, SHEET 7
THIS POCKETS AND
SHEET SEE POCKET (10)P-HOOK r------- _
JAMB MOUNTING
INSTALLATION, ADAPTER 1 WMAx.
THIS SHEET ANCHORS MIDWAY i I
1 t &SHEET 14 BETWEEN P-HOOK
4.051
24' MAY-
O.C.
24' MAX-
D.C.
f '
48"
NOM.
PANEL
WIDTH
3.5"
♦- :K�aT
•' j
SEE "CS" CLUSTER MAX. UNIT WIDTH SEE "C5" CLUSTER DETAILS,
DETAILS, SHEET 10 FOR REQUIRES "C6' SHEET 10 FOR INTERLOCK
INTERLOCK
48" NOM. CLUSTER, SEE
PANEL DETAILS,SHEET11 x
xk x ,( X k x /X .x x x x xXxxX I
xxxx"o x x
I f 3 MAX x x x x
_ ' • •
ANCHORS & AT 3
FROM TOP&
BOTTOM
1
ia14"MAX O.C.
J
101
x= FRAME
ANCHORS
c
1
96,
UNIT
IS'
z,
�Oi
.TO OPENING
lac' I I®�
. x
,
f0 o= P-HOOK
HEIGHT1
EDGE OF POCKET
SEE
I o
1 � a ®
a
I°T Qo �, p,o•
O ANCHORS
;a
a
INSTALLATION
I c I
off--
1
END PANEL
BETAILS'Jc'&'Kc',
SHEET % & PART
i m f®I
I
11
m o=P•HOOK
DETAILS U' &'K.
i ®
V; j j
I
MOUNTING
-ANCHORAGE
(2 ANCHORS)
SHEET 19 FOR
1
$ r�U1
.0 i 3"MAX
ADAPTER
P-HOOK
----6°t"H)C.olt
ANCHORS
-
"+2
ANCHORAGE
ANCHORS
END PANEL
x' � x x x
xT k
x x x x
x x x x x x x
x V
(SEE SKETCH
ANCHORAGE
BELovh
�•*
x ' x xxx x
_ .(
R`
•+T
*2° +2'
ANCHORAGE
CENTFJ4LlNE
8" MMAX,ANORAGE
CHANCHOR4GE ANCHORAGE
OF PANEL i
2.04'
EXAMPLE: &PANEL, 2 TRACK, 90° OUTSIDE CORNER-oXXDD(O -M MOUNT POCKET ANCHORAGE PLAN:
48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE (SEETABLE 3, SHEE78)
ANCHORAGE EXAMPLE NOTES:
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: 6" MAX. FROM FRAME CORNERS.
SEE "CS" CLUSTER
USE SPECIFIED CLUSTER FROM APPROPRIATE
DETAILS, SHEET 10
TABLES, SHEETS 6-6 AT EACH INTERLOCKA 13
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUAN T ITY OF ADDITIONAL
•"+2" ANCHORAGE
INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
21"
MAX.
O.C.
5,6
6" MAX
CENTERLINE JA:MES & P-HOOKS: 0° MAX. FROM BOTTOM, 21" MAX. ANCHOR PAIR O.C. (JAMBS), 14" MAX. ANCHOR j
OFPANEL 2 O.C. (P-HOOK) UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES, SHEETS 6.8. SEE' I 2-TRACK
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
•+2° ANCHORAGE ANCHOR PAIR
REQUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE
C6' CLUSTER, SEE DETAILS, SHEET 1C CENTERLINE ANCHORAGE�DETAILS,SHEETII __OF
FORASTRAGAL �CF (2 AN 8•
/ INTERLOCK ASTRAGAL
4 1 1- a_5" � I 1 � MAX
o
(CENTERLINE °+2"ANCHORAGE (�CENTEr'LINE "+2"ANCHORAGE CENTERLINE
I OF PANEL 3 I OF PANEL 4 OF PANEL 5
•SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS
1078 TECPgCLCGYDRIVE
A yr�ncEatEroo rL save ANCHORAGE SPACING & EXAMPLE PLANS
rsaal46
EXAMPLE TO UPDATED AVCHCR VALUES CRT. CFAUW,4EeYB6 SERIES 770 ALUM. SGD - LM IMPACT
eanrw.^.xroaal m ssiauxmme •r« :oo.• au.°•No.
m scann NTS 9 - 22 PGT0130
x
SEE'CS"CLUSTER
.—DETAILS, SHEET 10
FOR ASTRAGAL
MAX. O.C.
z46' MAX
7
4 PAIRS OF
x } ANCHORS
(TOTAL 8
21"MAY- ANCHORS)
O.C. PERJAMB
x x— (SEE JAMB
j DETAIL
BELOW)
"fit END PANEL
"MAX ` -ANCHORAGE (SEE
,,._..'+2' SKETCH MOW)
ANCHORAGE
SPLICE NOTE:
NON-STRUCTURAL
ANCHORS MAY BE ADDED
AS NEEDED TO ALIGN THE
HEAD OR SILL IF A SPLICE
OCCURS AT THE P-HOOK.
PRODUCT REVISED
as complying with the Florida
BW[dI .1 code
NOA-No. 17-0420.12
Explratlon Oate�2/17I2020
LYNIV
No. 58705 •'� '..
(1
STATE
A. L lik MILLW P,E.
P c.9 58705