HomeMy WebLinkAboutNOA # 17-0420.12k
ND A 0 1-1 , ,�
ItECEIVED
K�CFl
MIAMI-DADE SEP
DEPARTMENT OF REGULATORY AND ECO VURCE
BOARD AND CODE ADMINISTRATION DIVISIO o��ty,
NOTICE OF ACCEPTANCE (NOA)
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
Perrn1tt1,,9
DEC 13 2018
T (786) 315-2590 ' . F (786) 315 2599
wim.miamidade.sov/economy
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series G°SGD-770" Aluminum Sliding Glass Door w / 90° & 135° corners — L.M.I.
APPROVAL DOCUMENT: Drawing No. PGT0130, titled "Series 770 Ahem. SGD - LM Impact", sheets
1 through 22 of 22, dated 10/10/14, with revision C' dated 04/05/17, prepared by manufacturer, signed and
sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as'an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its 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. Plasencia, P.E.
NOA No.17-0420.12
MIAM WHO",
HO COUNTY Expiration Date. February 17, 2020
,..., , q J6te
Approval Date: September 28, 2017
Page 1
rtment
ty, FL
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No.14-0123.10)
2. Drawing No. PGT0130, titled "Series 770 Alum. SGD — LM Impact", sheets 1
through 22 of 22, dated 10/10/14, with revision C dated 04/05/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
.1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & 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 06/20116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under NOA No.16-0629.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum sliding glass
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7554,
dated 11/01/13, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 14 0123.10)
3. Test reports on: 1) Air Infiltration Test, per TAS 202-94
2) Uniform Static Air Pressure Test, Loading per TAS 202-94
3) Water Resistance Test, per TAS 202-94.
4) Forced Entry Test per FBC 2411.3.2.1 and TAS202-94.
5) Large Missile Impact Test, per TAS 201-94
6) Cyclic Wind Pressure Loading, per TAS 203-94
along with marked -up drawings and installation diagram of aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5980,
FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and FTL-6036 dated
08/10/09, all signed and sealed by Julio Gonzales, P.E.
Note: The test reports No. FTL 5980, FTL 6001 and FTL 6015 have been revised
and reissued on 12/29/09, signed and sealed by Julio Gonzales Y .
(Submitted under NOA No. 09-0826.10)
Jorge K Plasencia, P.E.
P duct Control Unit Supervisor
NOA No.17-0420.12
Expiration Date: February 17, 2020
Approval Date: September 28, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Additional Reference Fixed Window Test Report No. FTL-7897 (Cardinal spacer),
per TAS 201, 202 & 203-94, issued by Fenestration Testing Laboratory, Inc.
(Submitted uni der NOA No. 15-0430.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-Vh
Edition (2014) and FBC-61h Edition (2017), dated 04/18/17 and revised on 08/10/17,
prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17,
expiring on.07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
F. STATEMENTS
1. Statement letter of conformance with FBC-Vh Edition (2014) and FBC-6t11 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 PGT Industries, Inc. for their Series
"SGD-770" Aluminum Sliding Glass Doors w/90 &135° comers - L.M.T. approved
on 08/04/16 and expiring on 02/17/20.
Jorge K Plasencla, P.E.
P duct 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 8, 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, ASD.
8) 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 & TASTED 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, FTL-5993, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-8033, FTL-6036 ANDPTL-7554
TART C R ICCC nCTAtt C nM RHFpTC A it A
Goat
Type
Description (Listed from Exterior to Inferlor)
G3
7lied Laminated: (2) Liles of 3f1W HS Gtuo VAth .0W PVB Intedeyer
G3A
81W Laminated: 2) Liles of 1/4• He Glass wlth.OW PVB interwar
G4
711W Laminated:(2)Uosof3/1B'HS Glace vAIh.MJM 801nWlayer
G4A
Will' Laminated: (2) Wes of l/4' HS GWa w0h .09& SG Wedayar
G5
M
1' Laminated LG.: 3/16" T Exterior Cap +3/B" Alf Space 4 711V Laminated; Utes of 3f18• HS Glass with .0W PVB bdodayer
1' Laminated LG.: 1W T Extedor Cap + 1910" Air Space 4 71IV Laminated; (2) Liles of 3110' HS Glooa wkh .OW PVB hdedayer
G8
Vlaminated LO.:3116'TExleilof Cap+31B'Air Space +7116'Laminated; (2)LBea of3/11F HS Glass Wth.090• SG Wedayer
GSA
1' Laminated LO.: U4" T Exterior Cap + 5/10• Air Space 4 7110' Laminated; (2) Liles of 3116" HS Glass wfth .09IY SG Imedayer
RE
7/1�LemNatad:R)L9es of311W ANN GWawlth.080" 80 Wedayer
GIA
0/1B' Laminated: (2) Uleo of 1/41 ANN Gtaes with .090" 80 hdedayer
68
If Laminated LO.: 311W TExtedor Cap + 316' AU Space+ 7118• Laminated; (2) Liles of 3116" ANN Glass with .090• SG Idefter
GSA
Ii, Laminated l.G.: 11V T Extedor 020 + 5110• A"Pwe+7H8' Laminated: (2) Utee 03116° ANN Glace wkh .O80' SG lntedayer
'ANN"=ANNEALED
1H8'- HEAT STRENGTHENED
'T-TEMPERED
"PVB•..090' TROSIFOL® PVB BY KURARAY AMERICA. INC.
'SG•= 411W SENTRYGLA.SOBY KURARAY AMERICA, INC.
DESIGN PRESSURE RATING I IMPACT RATING
SEE TABLES 1.2 & 3 ON RATED FOR LARGE & SMALL
SHEETS 0.7 & B MISSILE IMPACT RESISTANCE
CODES I STANDARDS USED:
42017 FLORIDA BUILDING CODE (FBC), OTH EDITION
s2014 FLORIDA BUILDING CODE (FBC). STH EDITION
sASTM E1300-M
sANSUAFBPA NDS-2016 FOR WOOD CONSTRUCTION
6ALUMINUM DESIGN MANUAL, ADM-2016
saSI St00-12
sAISC 300.10
JRS/17 I C UPDATED roFBC2017, l7EVlSID TABi
GENERAL NOTES.............1
EXAMPLE CONFIGS..........
2.3
GLAZING DETAILS ............ 4.5
ANCHORAGE .....................0-14
DESIGN PRESSURES
6-8
INSTALL DETAILS..............12-14
ELEVATIONS ......................16,16
PANEL / SILL TYPES.........17
CROSS SECTIONS ............
18.19
PARTS LIST .......................
20
EXTRUSIONS ....................
21,22
N MICF FL 34276
M41)460.10W
Ci RT.. OFAM 022M
TART F A -
Anchor
Group
Anchor Type
Frame
Mambar
Substrate
Min. Edge
Distance
min, O.C.
Distance
No'
Fmbadmentor
Metal Thickness
A
#1218-8 SMS,
(Fy=60 ksi. F.- 95 ksQ
012410 SS EMS,
(Fy= 90 ksl, F,= 110 ksQ
All
Southern Pine (SG = 0.55)
718"
7/B•
1-Val
61183-TS Aluminum
3/8•
B116'
0.090'
A38 Sleet
318,
9/10,
0.05w
Or. 33 Steel Stud
aid,
Bile'
0.045' (iB Ga)
1/4• Eloo Aggre-Getor®
Fy-S7 kal, Fa=98 its[
All
Concrete min. 2.22 Rat
1-11?
3'•
1-318'
Jamb/P-hook
Filled Block ASTM C90
Y
31
Y
Jamb / P-hook
Hallow Block(ASTM C90
2'
3'
1-V4•
Ail
Southern Pine ISG=0.55
1"
1'
1.318"
S
812 Steel EMS (Or. 6)
(min. of 3 threads beyond
metal substrate)
All
Southern Pine (SG - 0.55)
9! •
7/6°
ow
6003-75 Aluminum
318"
Bft6-
0.090"
A35 Steel
3/8•
91161
0.050"
Or. 33 Steel Stud
31w
9118'
0.045' 19 Ge
C
1/4' Eioo UltraCott®
1:1=165 kel, FM77 kal
All
Concrete (min. zee kal)
1•
4'
1-Te•
Jamb / P-hook
Hollow Block (ASTM COO)
V
8'
1-ll4'
1/4' Etao UltraConS
Fy=15S kal, Fe 177 kal
Conarale m .2.8 kel
2-1 '
4
V8'
Jamb / P-0ock
Jamb) P-hook
Filled SINK (ASTM C90
Follow Block (ASTM C90
2.1/2'
2-1/2'
4'
e"
1.V4"
1.11V
D
1/4" 410 SS Eloo CreteFlalt(p
Fy=127.4 kal, F.- 18g.7 kal
Head 18111
Conarete in. 3.35 k81
1•
4'
1.314'
Jamb I P-hook
Concrete NE 3.35 ka
1•
6"
1.VV
Jamb / P-hook
Hollow Sit: ABTM C90
2.112"
S"
1-114•
All
Southern Pine sG o 0.69
1•
1'
1318"
1) WHERE SUBSTRATE CONDITIONS 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.
6) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A M WIMUM OF 3 THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DARE 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 COMB Ing with the Florida
PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS Bu6ding torte
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS NOA-No. 17-0420.12
DEPICTED AS 2X ARE 1 AM THICK OR GREATER. 1X AND 2X BUCKS Expiration Date 02/17/2020
(WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER BY
LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS iNiam a 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.
6) 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.
ERNES 770 ALUM. SGD - LM IMPACT
sGD770 NTS e 1 d 22 1 POT0130
No. 58705
.d(t�� bT TES
'�i�t31'•�ORIPt;. •'������
L t� `��``•
A. LYNN MILLER, P.E.
P.E.g 58705
EXAMPLE CONFIGURATIONS
MAX. UNIT WIDTH
NOR PANEL WIDTH
PER TABLES 13
I
G ?
MAX. UNIT
HEIGHT ' y
PER TABLES 13 / iE
POCKET i n
NOR
PE
MA)
HE
PERT/
�
/S1�/Sar-Z^i1
i� iE7iRliY��F7
m
iV
NOM. PANEL WIDTH _
PER TABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES 13
NOR PANEL WIDTH
PER TABLES 13
to
I
$ � MAX. UNIT
I � y HEIGHT
LS TABLES 13
CKET
\f --J
3-PANEL CONFIGURATIONS
3
MAX. UNIT WIDTH
NOR PANEL WIDTH
PER TABLES 1-3
fEli@1
{L7
iFl
ill
�[7
. n
211111821-11,111
Re
I"T1�11II�.�I%l
C .t7.iN.CGlifc7.�41.iF7.
CONFIGURATIONS NOTES:
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS USING DETAIL "JW , "Je. 'Kvf OR nKd' 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.
ffig 3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
a W
s'X" = OPERABLE PANEL,
3 "O" = INOPERABLE PANEL,
o ♦� 'p' = POCKET DETAIL LETTER
�4v" = WOOD OR METAL INSTALLATION
c'=CONCRETE INSTALLATION
SHEET NUMBER
T WIDTH DLO WIDTH = NOR PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.125"
Nav
a PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
-J
J I
r0 jffi&�•
• I��N
I
POCKET � a�
-IGURATIONS ��
1 r 3 12
MAX. UNIT WIDTH
NOR PANEL WIDTH
PER TABLES 1.3
MAX. UNIT g
s
HEIGHT s
PER / ATHIS
TABLES 1.3 / SHEET.
B• o
1 EMERIOR
L—CORNER, TYP.
(OUTSIDE CORNER SHOWN,
N. VENIOE, FL 3W5 1:AAMI 'Lt L;UIVf IUL/t(A I R
• (arr»aareoo �O„k
CERT. CFAUIX OMS SERIES 770 ALUM. SGD -
NO CNANOES THIS SHEET. copmawoaro T
a,auneart ame
RIMAUR, soo-Tm NTS 2 m 22
POT0130
PRODUCT REVISED
as comp)ying with the Florida
Dallding Code
NOA-No. 17-0420.12
Expirn0en Date 02/17/2020
�tLLL `� uv'rrll�
* : No. 66708 S,*!
:gip' � ► F 0
S. ; �-
I,
�"',/TONAL I0,;\ %
A. LYNN MILLER, P.E.
P.EJr Spos
EXAMPLE CONFIGURATIONS
CONFIGURATIONS NOTES:
MAX. TESTED UNIT WIDTH =
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
355.7/16" @ 96' HEIGHT
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
300-1/4- @ 120" HEIGHT
LOCATIONS USING DETAIL -Jw', Je.'KYP OR "Kc" INSTALLATION.
NOM. PANEL WIDTH
t
EXAMPLE: 4-PANEL XXX(IN POCKET (p) CONFIGURATION CAN BE
PER TABLES 1.3
pXXXXp, pXXXX OR XXXXp.. OXXX IN POCKET CONFIGURATION
-s`r--- �
CAN BE OXXXp.
e
e
Jo I
t II
2) 90- & 135" CORNER CONFIGURATIONS CAN BE A COMBINATION
13 e
IS
/
1H0'+
Icy
OFANY 2 STRAIGHT CONFIGURATIONS.
MAX. UNIT
HEIGHT,
s
/
/
i
3) FOR NOM. PANEL WIDTH, SEE TABLES 1-3.
98" OR 120"
/
/ / /
/
l o a
POCKEr a
"X"= OPERABLE PANEL,
"O" =INOPERINOPERABLE PANEL,
!�
POCKET
6-PANEL CONFIGURATIONS'
�
DETAIL LETTER
Qom_ ' = WOOD OR METAL INSTALLATION
MAX. UNIT WIDTH
J 'e=CONCRETE- INSTALLATION
L—SHEETNUMBER
NOM. PANEL WIDTH
,�,
PER TABLESI3
Je 1 DLO WIDTH - NOM. PANEL WIDTH - 7"
3
MY
s
DLO HEIGHT = DOOR UNIT HEIGHT-10.126"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866'
MAX.
UNIT
9
a
s
/
t I o Q
HEIGHT
PER TABLES
1-3 3
POCKET"y
NOM. PANEL WIDTH
PERTABLES 1-3
MAX. UNIT
HEIGHT
PER TABLES
SHEET.
J'
7-PANEL CONFIGURATIONS
t 3 7
8-PANEL CONFIGURATIONS
A WAWA, FL 3127E
(311)480-0800
CERT.. OFAU7H. 03238
ERIES 770 ALUM. SGD - LM IMPACT
Son no MS 3 122 1 PGTO130
PRODUCT REVISED
ascompfyingowlth the Florida
Butldln CCootlC
NOA-No. 17-0420.12
Expiration Date 02/17/2020
��11111111)/
* , No.66705
Mv�4_
.";�4'9AIAL I0NG♦
A. LYNN MILLER, P.E.
RES 55705 '
GLAZING DETAILS (G3,
G3A, G4, G4A, G5 & G5A)
7/16" NOM.
7/16° NOM.
1" NOM.
3116' HS GLASS
3/16" HS GLASS
/16' HS GLASS
—
.090" PVB
a
.090" PVB
.090" SG
/18" HS GLAS
3/16" HS GLASS
74 3/16' HS GLASS_
74 3/8" AIR SPACE 74
3/16" T GLASS
s2
�
83
EXTERIOR
3/4" NOM. EXTERIOR
3/4" NOM. 3l4" NOM.
a
GLASS
a
GLASS
BITE 124•127
BITE
BITES
7/16" LAMINATED GLASS, TYPE G3
9/16" NOM.
1/4° HS GLASS
.090" PVB
1/4" HS GLASS r314"NOM.
82
EXTERIOR a
EXTERIOR
a
7/16" LAMINATED GLASS, TYPE G4 1" LAMINATED I.G. GLASS, TYPE G5
9/16" NOM. 1° NOM,
1/4" HS GLASS 3/16" HS GLASS,090" P
vB—
.090" SG 3/16" HS GLASS
114- HS GLASS 74 5/16" AIR SPACE 7q
1/4" T GLASS PRODUCT REVISED
83 82 as complying with the Florida
Building Code
3/4" NOM. NOA-No. 17-0420.12
EXrEFUOR GLASS 124-127 3G�s ' Expiration Date0211712020
(�7 BITE
EXTERIOR
a
9/16" LAMINATED GLASS, TYPE G3A
9/16" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS, TYPE G5A
II
LYNN
GLAZING NOTES:
* ;' No. 58705
ANN" = ANNEALED
HS"= HEAT STRENGTHENED
"T"=TEMPERED
SEE SHEET 15 FOR SPACER DETAILS.
= �+
PVB' =.090° TROSIFOL®:PVB BY KURARAY AMERICA, INC,
10MTECNNOLOOYORNE
'• STq r <lI�
"SG"=.090' SENTRYGLAS®BY KURARAYAMERICA, INC.
X. vEmcG rlatz7a
�t/� Isas
DETAILS
'•IFS' •, [O...... • '
CERT.OFAM M200 �
_GLAZING
SERIES 770 ALUM. SGD - LM IMPACT
),
��''i 701f'VIAL�
w ovoan7 C NO CHMOES THIS SHEET
eear iuea acre sa.t o,r"emrc wr
U�NG``�
A LYMd Mlu tr; P.E.
. r. aw 0kr
JR 10/1OM4
Por b= ®
AURGHM,usarvm
s3o-770 NTS 4 122 1
REAW05
GLAZING DETAILS (G6, G6A G7, G7A, G8 & G8A)
1" NOM. 7/16" NOM. 1" NOM.
3/18" HS GLASS 3/16" ANN GLASS 3H8" ANN GLASS
.090" SG ,090" SG
3/16" HS GLASS .090" SG 3/16" ANN GLASS-
3
/" AIR SPACE 74 3/18" ANN GLASS 74 3/8" AIR SPACE 74
3/18" T GLASS 3/18" T GLASS
82
83
83
3/4" NOM.
3/4" NOM. Rio GLASS 124-127 3GL SS
124.127 GLASS
GLASS BITE BITE
BITE EXTERIOR
EXTERIOR
GI w r 79
78
65
64 55
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 090" SG
3/18" HS GLASS .090" SG 3/16" ANN GLASS
5/16" AIR SPACE 74 1/4" ANN GLASS 74 6/16" AIR SPACE 74
1/4" T GLASS 1/4" T GLASS PRODUCT REVISED
82 83 asBuildingpl in with the Florida
83 3/4" NOM. NOA-Nc�ed�e 17-0420.12
314" NOM. EXTERIOR 3/4' NOM.
124-127 GLASS GLASS 124.127 GLASS Expiration Date 02/17/2020
BITE BRE BITE By
EXTERIOR Miami -Da Product control
exrewoR .
e+ a
70 79
64
65 65
1" LAMINATED I.G. GLASS, TYPE G6A 9/16" LAMINATED GLASS, TYPE G7A 1" LAMINATED I.G. GLASS, TYPE G8A
� u I fill,
LICE , $ -/
14 No.58706 f1
GLA7ING NOTES: = 1f
"ANN"=ANNEALED
HS° =HEAT STRENGTHENED SEE SHEET 15 FOR SPACER DETAILS. .0 a�I
VB'090" fROSIFOL® PVB BY KURARAY AMERICA INC. f0 0N.TEalit °C14�y �"
"SG"=.090"SENTRYGLAS'BYKURARAYAMERICA,INC. �tJ/80+BRp �GLAZINCDETAILS
e, cERr ofAuac ra>azse SERIES 770 ALUM. SGD - LM IMPACT 7!!r n I n n `+
JR 04/OGH7 C NOC OES THIS SHEET. coamlmffva ya. ,e en.m m,.yarm ax
Br• — o,e, Fo Pmal =m ® 8Q0710 NTS 6 .22 PGTO130 C A LYP.El158 05 P�
_ •JR 10110/14 nunu:i"WERM
I FIOLC 1:
Design Pressure (DP) and Anchor Quan00es Required,
(for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage an 9V or 136' comer units, see sheet 11
Maximum DP for all sizes:
.+60 1-60 psf
(May be limited by Table 1A)
Table applies to Glass Types 3,
3A, 6, 6A, 7, 7A, 8 & 8A and
the StIlefAstragal Typal sham
below.
Door Unit Height
80"'
64"
90"
e8"
69-718" DLO
73.7/6" DLO
79 7/8" DLO
85.7/8' DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
B
1 C
D
A
B
C
D
A
B
C
1 0
A
B
C
D
24"
��
SI
C4+ I
C4+164+1
G7+
+1
+1
C4+
+1
+
54+1
C4+1
C4+1
+
+
Jamb
8
8
B
8
8
8
8
8
B
8
8
8
B
8
8
8
P haok
8+7
6+7
8+7
6+7
7+6
7+8
7+g
7+8
7+g
7+B
7+8
7+8
7+g
7+8
7+8
7+8
2
so,
Heed/Sill
C4+1
C4+1
G+1
C4+1
C4+1
C4+1
C4+1
1r4+1
C4+1
C4+1
04+1
G1+1
C4+1
C4+1
C4+1
C4+1
Jamb
B
8
8
8
8
8
8
8
8
8
8
8
8
8
a
8
a
DLO
P-hook
8+7
8+7
a+7
6+7 .
7+g
7+8
7+g
7+8
7+8
7+g
7+8
7+8
7+8
7+8
7+8
7+8
+$
Hea sal
c4+1
C4+1
C4+1
54+1
34+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
CA+1
C4+1
COI
36'
DLO
Jamb
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
IL
P-hook
Heed/Slll
6+7
C4+1
6+7
C4+1
uvi
6+7
748
C4+1
7+8
C4+1
7+8
CA+1
7+8
C4+1
7+8
CA+1
7+g
C4+1
7+8
C4+1
7+g
GN7
7+B
C4+1
7+8
G1+1
7+8
C4+1
7+8
C4+1
8
8
B
B
8
DLOP-
ok
8+7
B+7
7+8
7+8
7+8
7+87+8
7+8
7+8
HeadlSIII
C4+2
C4+2
&C4C4
C4+2
04+2
C4+2
C4+2
Gf+2
C4+2
C4+2
04+2
C4+2OLOJamb
8
8
8
8
8
8
8
8
8
8
106+7
6+7
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+g
7+8
7+8
7+8
7+8
FOR EXAMPLE ON USING TA9l.t,Stt.sritt10.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1K' SILL.
2) WHEN USING THE 24/2" 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" BILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4', 3.1/4"AND 2412" 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 BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED FOR WATER INFILTRATION.
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT INFORMATION.
5) DOOR 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.
SIII Height to Max. M DP
Peter Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, per
Sheet 17)
Flush-1-1/2"
see note 3
Low-2-1/2"
+48.07
Medlum - 31/4"
+ 60.0
High - 4'
Stt NU I CA 74
OH LENGTH
OH RATIO 21
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH =
NOM. PANEL WIDTH -7"
DLO HEIGHT=
PRODUCT REVISED
DOOR UNIT HEIGHT-10.125"
as C. g 6yto r with the Florida
BuildPANEL
NOA-No. 17-0420.12
HEIGHT =
DOOR UNIT HEIGHT-1.866"
Expiration Date 02/17/2020
Straight Astragal
Lockstile @
90' Astragal
Lockstile @
135' Astragal
Lockstile @
interlock
P-hook
Lockstile @ Jamb
Assembly
Straight Astragal
Assembly
90' Astragal
Assembly '
14S' Astragal
Standard Stiles
StandardStlle
Standard Stile
Standard Stile
Standard5tlle
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStlle
Standard Astragal
Outside Comer
Outside
Corner
Inside
Corner
Inside
Canner
Outside
Inside Car
Corner
Part 460(x2)
Part860
Part050
Part #60 (Stile)
Part N67 (Astragal)
Partd60
Part #61
Part p138((Colrner
Part 11119(Out)
Part #120 (in.)
rt St
cranT#31(&k32
Part#61
Reeelver)
(Corn: & Fxd Mount)
CFJ]T. CFAUM #2=e
REVISED
SERIES 770 ALUM. SGD - LM IMPACT
"rwy.rye +n„r reyva+
sco-no MTS 6 - 22 M710130
mum
7E; No.58705 '
�1 A0 V
"Ti p' (` �
�soNALt NG`��
A. LYNN MILLER, P.E.
P.E.N 68706
I AtlLt L:
Design Pressure (DP) and Anchor Quantifies Required, (fofall approved configurations on Sheets 2 & 3)
Maximum DP for all sizes: +60 / -60
For corner astragal anchorage on 00' or 135' comer units, see sheet 11
(May be limited by Table 2A)
Door unit
Height
Table to Glass Types 4, 4A,
80'
184
80•
102,
108"
114'
120"
applies
7, 7A, a & 8A and the
68 7!6" DLO
73.7/e
O
79-7/B DLO
8&T 8. OLO
61-7/8•
DLO
81716'
DLO
103-7/8'
31.0
718" DLo
Anchor
Group
nonor
Group
AnchorGMUP
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
Anchor
Group
e81e/Astregal Types shown below.
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
B
C
D
A
a
C
D
Haft 6 1
4+1
+1
+
+
CA+i
C4+1
t1
C4+1
+1
c4+1
1
1
C4+
+1
C4+1
C4+1
CA+
1
+1
+
04+1
+1
1
C4+
C4+
C4+1
C4+
CA+1
24' U� Jamb
6
8
8
8
8
' 8
a
8
8
B
e
8
a
e
10
to
10
10
10
10
10
10
10
10
10
10
10
10
10
10
'P-hook
+7
6+7
748
7+8
7+8
7+8
7+8
7+B
7+8
7+8
7+8
7+6
7+8
7+8
8+8
8+e
8+9
0+9
8+9
5+9
8+9
•8+9
9+10
9+10
8+10
9+10
9+10
9+10
0+10
9+10
HeadrSgl
VC401
+1
C4+1
04+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+i
C4+1
C4+1
C4+1
C4+1
04+1
CNAW
C4+1
C4+1
C4+1
04+1
COI
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
30°
Jemb
8•
a
8
8
e
8
B
8
B
8
8
8
B
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
!23*
+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+B
6+9
8+9
8+8
8+9
8+9
8+9
8+9
8+9
9+10
9+10
9+10
8+10
9+10
9+10
9+10
8+10
P4wok
HeadlSlO
+1
04+1
-+1
C4+1
04+1
C4+1
04+1
i+
CA+1
C4+1
C4+1
-64+1
C4+1
C4+1
C4+1
C4+1
CA+1
G1at
G3+1
GS+t
Girt
G4+1
C4+t
C4+1
C4+1
04+1
CA+1
04+1
CA+1
04+1
W
Jamb
8
6
8
8
6
8
'8
6
8
8
-6
8
8
8
8
8
10
10
10
10
10
10
10
10
10
10
10
10
10
10
t0
10
DLO
P-hook
8+7
6+7
8+7
8+7
7+8
7+8
7+8
7+8
7+B
7+6
7+8
7+8
7+8
7+8
7+8
7+8
8+9
840
8+9
8+9
B+B
8+B
8+9
8+9
8+10
9+10
8+10
6+10
9+10
8+10,
9+10
9+10
•e
HeadI6N
C4+1
04+1
04+1
C4+1
C4+1
04+1
04+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1E7+
CA+1
C4+t
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C3+1
C4*1
G1+1
C1+1
C4+1
CS+1
C5+1'
C4+1
C4*1
a
42'
36'
Jamb
8
8
8
8
8
8
8
8
8
8
a
e
a
a
a
10
10
10
10
10
10
10
10
10
10
10
to
12
10
10
10
DLO
P-hook
6+7
6+7
6+7
0+7
7+a
7+8
7+6
7+8
7+8
7+8
7+8
7+8
7+8
7+5
7+8
8+9
8+9
8+9
B+9
8+B
6+9
8+9
8+9
8+10
9+70
9+10
9+10
8+10
0*10
g+111
9+10
•gg�
HesdISIll
C4+2
04✓2
CA+a
ra+2
04+2
04+2
C4+2
04+2
CA+2
C4+2
04+2
04+2
C4+2
C4+2
C4+2
04+2
C4+2
04+2
CA+2
05+2
CS+2
C4+2
ra+2
C5+2
C5+2
C5+2
C8+2
C5+2
C6+2
C5+2
C5+2
�Li�
Jamb
8
8
8
8
8
8
8
a
8
8
8
8
70
e
B
10
10
10
10
10
10
10
10
12
10
10
10
12
10
10
10
Z
q8•
P4took
8+T
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
740
B+9
849
8+8+9
B+t3
8+9
8+9
11+9
8+10
9+10
8+70
9+10
8+10
9+10
9+10
9+10Head/SHI
C4+2
C4+2
04+2
C4+2
C4+2
C4+2
C4+2
C4+2
R+2
CA+2
a+-2
C4+2
&+-2
C4+2
C4+2DLOJamb
8
8
8
a
8
8
10
8
a
a
10
8
8
Not available in these sizes
Phook8*7
8+7
a+7
7+8
7+8
7+8
+8
7+8
7+8
7+8
7+8
7+e
7+8
Hoad/slll
01+2
C4+2
C4+2
CA
2..
04+2
C4+2
C4+2
C4+2
C4+2
C4*2
CA+2
G4+2
C4+2
C4+2
C4+2
6V
0
Jamb
B
8
a
8
8
8
10
8
8
8
10
8
8
8
l
ml-—. ru-
P-hook
8+7
F7
8+7
--
7+8
--..._...--'-'-
7+8
7+8
7+8
---.-....-.-..
7+8
7+8
7+8
7+8
7+8
7+B
7+8
NOTES:
1) POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 31/4" 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 PRES. UNCHANGED). SEE TABLE 2A.
3) 4, 3-114" 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.
ED AS THE TOTAL QUANTITY DIVIDE BY 2 FOR PAIRS TO BE
OH LENGTHuJ
tu_9 a
x of OH RATIO e 1
O
8) JAMB ANCHORS ARE SPECIFI OH LENGTH
INSTALLED. SEE NOTES 1 3 OH RATIO = OH HEIGHT
Anrn U-C 9 o P. +a =nO ACCCaIrir V nrTAII C
SIII Helghtto Max. (+) DP
(Water Infiltration Rating)
SIII Riser Height
(+) Design
(Flat or Box, see
Pressure, paf
Sheet 17)
Flush-1-112"
see note 3
Low - 2-112"
+ 46.87
Medium - 31/4"
+ 60,0
High - 4"
Straight Astragal
Lockstlle @
�..-._.._._.._-___
90" Astragal
_..--__
Lockstlle @
135' Astragal
Lockstile @
Interlock
P•haok
Lackstlle @Jamb
Assembly
Straight Astragal
Assembly
90' Astragat
Assembly
135' Astragal
Heavy-duty Stiles
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutVSdIe
Standard Astragal
Outside C
Outside
Comer
orInside
Corns
Inside �
a-1, QlJ
C�-^
Comer
Outside
Inside Comer' I 1
Garner
7P-17#sl(x2)
Partti6l
Part951
Part #61 (Stile)
Part 967(Astragal)
PartN61
Part #61(Sille)
Part#118(comer
Part #119 (out.)
Part#120(in.)
Part M61(Stile)
Parts931 
Parte61
-1
1
Receiver)
(Corn. & Fxd Mount)
N VER/cE, FL $4275 UP ANU ANGHUNAUt
C=OFAUAI rr M SERIES 770ALUM. SGD - LM IMPACT
TABLE REMOVED EMPiE W Ry.
e.,,.wsc cam ar+ n..evxs
9GD•770 NTS 7 a 22 PGT0190
NOM. PANEL WIDTH -7"
DLO HEIGHT=
DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT -
DOOR UNIT HEIGHT-1.866"
PRODUCT REVISED
as complIC with the Florida
Building Code
NDA-No. 17-0420.12
Expiration DStq02/17/2020
LICENSE
yL r No.58705
A.1 Y1WIgII I FR P.E
REA68705
Design Pressure (DP) and Anchor Quantities Required, (for all approved configurations on Sheets 2 & 3)
For comer astragal anchorage on 90' or 136' comer unite, see sheet 11
Maximum DP shown below
I (May be limited by Table 3A)
Table applies to Glass Types 4, 4A,
6, 6A, 7, 7A, 6 & 0A and the
StUdAstragal types shown below.
Door Unit
Height
80'
B4'
so"1
96'
lov,
i 108"
69.718" DLO
79-7/91 DLO
I co-Ifor WL.Q
91- /6 O
97-7/8 DLO
Anchor Group
Anchor Group
Anchor Or
Anchor Gin
Anchor Group
Anchor Group
A B C
A B C D
B C D
A B D
A a 0. 0
A a C 0-
DOli n Pressure
+/•90.0 f
+ -0 , s
+ • ps
17'
Head/SW
C4+1
C4+1
C4+1
C4t1
r,4+1
CA+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
C4+1
Gi+1
24+1
C4+1
C4+1
C4+1
04+1
C4+1
C4+1
C4+1
C4+1
04+1
24'
DLO
Jamb
6
8
6
e
9
8
8
8
6
8
B
a
a
B
8.
B
10
10
10
10
10
10
10
10
i
P-hook
6+7
6+7
6+7
6+7
7+8
7+11
7+8
7+8
7+8
7+6
7+8
7+8
7+6
7+8
7+0
7+8
8+9
8+9
0+9
A
5+8
1 8+9
1 8+9
a+9
DeslgnPressure
+/-90.0Pst
+/-02.Qpsf
. +1-75.0
psf
23.
Head/SIR
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 C4+1
C4+1 C4+1 C4+1 04+1
C4+1 C4+1
C4+1 C4+1
30"
DLO
Jamb
8
6
B
6
0
8
B
8
10
8
B
B
10
a
' 8
8
10
10
10
10
10
10
10
10
P-tack
6+7
6+7
6+7
6+7
7+0
7+6
748
7+8
7+8
7+8
7+8
7+t1
7+8
7+8
7+8
7+8
8+9
8+9
0+9
6+9
8+9
0+9
8+9
8+9
Des/gn Pressure
- +/ 40.0 ps/
+/-826 Pat
+/-76.0
Psf
pptt
29'
Head/S10
C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 C4+1 14+1 C4+1 04+1 C4+1 C5+1 C5+1 C4+1 C4+1
C6+1 C5+1 C4+1 04+1
C5+1 CS+1
C4+1 C4+1
C
36"
DLO
Jamb
10
B
B
8
10
B
6
8
10
8
6
6
12
10
0
8
12
10
10
10
10
10
10
10
P-hook
6+7
6+7
6+7
6+7
7+8
7+8
7+B
1 7+9
1 7+8
1 7+8
1 7+8
1 7+8
1 8+9
1 0+9
8+9
8+9.
8+9
8+9
tt+9
8+6
B+9
849
0+9
8+9
-
Design Preasure
+F90.0
psi
+1-62.6
psf
41-76.0
Pat
35'
Had/SW
04+2
C4+2 I
C4+72
C4+2
C4+2
04+2
C4+2
C4+2
C5+2
C6+2
C6+2
IZ92
CS+2
I C5+2
C5+2
C5+2
C6+2
C6+2 C6+2
C6+2
C6+2
C5+2
C6+2
C5+2
DLO
Jamb '
10
8
8
0
10
8
B
B
12
10
8
8
12
10
a
8
12
10 10
10
12
10
10
10
P-hook
7+8
1 7+8 1
7+8
7+8 1
7+8 1
7+0
7+8
1 7+8 1
8+9
1 8+9
1 8+9
8+9
8+9
1 0+9
1 8+5
8+
11
6+9
8+8
8+9
8+9
8+9
DealgR Pressure
+/-90.0 psf
See Ncle A ow.
+/ 02.6 psi
+/476.0
pat
41'
Head/SW
C5+2 C6+2 C4+2 CA+2 C5+2 C6+2 C6+2 C5+2 C6+2 C6+2 C6+2 C5+2
C6+2 C6+2 0 +2 Cb+2
Ci+2 C6+2 C6+2 C6+2
C6+2 C6+2 C6+2 C6+2
48'
DLO
Jamb
10
ale
B
12
10
0
B
12
10
018
14
12
8
B
4
12
10
10
14
1 10
1 10 1
10
P-Hook
7+8
7+6
7+8
7+11
8+9
8+9
8+9
8+9
8+9
8+8
8+9
8+9
9+10
9+10
10
9+10
9+10
9+10
9+10
8+10
9+10
9+10
9+10
9+10
NOTE A. +/-9U.0 PSF FUK ULAb'S 1 yl'tS 4,`QA, ti, VA, [A, d 6 UA; +1-0/.1 PUK U ASb 1 1rr r
NOTES; !!EXAMPLE
ON SHEET 6
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 V 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-10.125"
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.
6) 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.
n cYP nn_n, TvoPc CUAI 1 RP I - .1 my P n QPP QHPP7Q 91 A 99 9ZnP DART nf&ArhIQ1r1MQ
AMn QHPPTQ 'IRA 1a;:nR AQQhMR1V ❑FTAII Q.
Interlock
P-hook
Lockstlle @ lamb
Stralght Astragal
Assembly
Lockstile @
Straight Astragal
SO -Astragal
Assembly
Lockstlle @
90•Astragal
135' Astragal
Assembly
Lockstlle @
135•Astragal
Heavy-duty Stiles
Heavy-duty5tlle
Heavy-duty5tlle
Heavy-duty Stile
Heavy-duty Stile
Heavy-duty Stile
Heavy-dutyStlle
Heavy-duty Stile
Heavy-duty5tlle
Heavy-duty Astragal'.
Outside �Comer
'J��j
L -�-{'
Inside Corner' {
1
Outside
Comer
Inside
Comer
Inside
Corner
Outside
Comer
7
o.
Part #61(x2)
Part#61
Part#61
Part #61(SUIe)
Part #68(AStile
part #61'
Part#61(SUIe)
PartNIIII(Corner
Recelver)
part #119 (Out)
part#120(In.)
Part 961(Stile)
- Parts#31 
(Corn. & Fxd Mount)
Par-,
ADDED Or MPLE
N. VEMC4 a 9127E
/et1/480-1600
CERT. OFAUM 402M
acrcdw 77 v r1l.viw, avu - uw Nwrnti r
ssrme � o�xs 1
soD nD NTS 8 -22 PGT0130
r
TARLF 3A-
SIH Helghtto Max. (+) DP
(Water Infiltration Rating)
SIR Riser Height
(+) Design
(Flat or Box, see
pressure, pat
Sheet17)
Flush-1-112'
see note 3
Loyd - 2-11T
+ 46.67
Medium - 3414'
+ 60.0
High - 4'
btC NU 1 t0 1-:i
OH LENGTH
alOH RATIO a 1 -
Oj
_L
OH RATIO - OH LENGTH
OH HEIGHT
PRODUCT REVISED
as complila with the Florida
Building ode
HGA-Ho. 17-0420.12
Expiration Date02/1712020
By
Mla t-Ga ra uct Control
�;. 1.IceiveF lee
K- ; No. 58705
T0AM
'ONAL I00 G 1:1
A. LYNN MILLER P.E.
P.E.# 56706
NO FRAME "9+10" P-HOOK ANCHORAGE CONSISTS OF: —�_ SEE "C5" CLUSTER
SEE JAMB (9) P-HOOK ANCHORS, SEE "C5" CLUSTER MAX. UNIT WIDTH DETAILS, SHEET 10
SPLICE REQUIRED @ (PERPENDICULAR TO GLASS DETAILS, SHEET 10 FOR SEE "C5" CLUSTER DETAILS, FOR ASTRAGAL
:'•, EXTERIOR REQUIRES"CO" SHEET 10 FOR INTERLOCK
NOTE, PLANE) SEE TABLE 2, SHEET 7 INTERLOCK 24' MAX. O.C.
POCKETS CLUSTER,5EE
THIS AND �y 48" NOM. DETAILS, SHEET 11 x
SHEET SEE POCKET (10) P-HOOK r------- x x \ PANEL WIDTH � x x x x x 6.
MAX
JAMB ADAPTER I 6° OUNTING x x x x x x x x ! Xx xx x x x x x x
INSTALLATION,
(� k %
THIS SHEET ANCHORS MIDWAY i ' °' I— 3' MAX
& SHEET 14 BETWEEN P-HOOK I I I 4 PAIRS OF
+:•• ANCHORS & AT 3" i °' x= FRAME x ANCHORS
:l';; '- FROM TOP & 116 14• MAX O.C. I o I m ANCHORS 96" (TOTALS
' BOTTOM �z� I �oI o UNIT 21"MAX ANCHORS)
4.061" " MAX. TO OPENING i & I ®I n ®_ p-HOOK HEIGHT O.C. PER JAMB
EDGE OF POCKET SEE 14 O ANCHORS x x—j (SEE JAMB
INSTALLATION i o ® I ta" MAX o.c. Z j DETAIL
DETAILS 'Jc'&'Kd, i �� ®' I 111 o=P-HOOK BELOW)
END PANEL SHEET 14 & PART I ®� I ° i X MOUNTING x
24" MAX ANCHORAGE DETAILS 'J' &'K•, i m J j o, 3" MAX ADAPTER -
(2 ANCHORS) SHEET 19 FOR I �--F� I ANCHORS _ x
O.C. P-HOOK L ----- 6 x x x `✓TEND PANEL
ANCHORAGE ANCHORS END PANEL k' -x , x xx xx x x x xx xx x x x 6• MAX. ANCHORAGE (SEE
ANCHORAGE x' x x x x x' "+2, SKETCH BELOW)
(SEE SKETCH BELOW)
`•+Y �•+2'•+2" ANCHORAGE "+Y
CENTERLINE 6" MAX., YP• ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE
OF PANEL 1 2,W
24" MAX. EXAMPLE' 5-PANEL 2 TRACK 90' OUTSIDE CORNER - PXX/XX0 - EXT. MOUNT POCKET ANCHORAGE PLAN:
D.C. 48" x 96" NOM. PANELS, ANCHOR GROUP C IN CONCRETE SUBSTRATE.(SEE TABLE 3, SHEET 8) 6" SPLICE NOTE:
ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL
ANCHORS MAY BE ADDED
I 1) APPROVED ANCHORS: SEE TABLE A, SHEET 1
7—
2) ANCHOR LOCATION SPACING FOR ANCHOR
f
QUANTITIES SPECIFIED IN TABLES 1-3. SHEETS 6-8:
48°
CENTERLINE OF
NOM.
•
� INTERLOCK HEAD 8 SILL: 8" MAX. FROM FRAME CORNERS.
PANEL
SEE "C5" CLUSTER USE SPECIFIED CLUSTER FROM APPROPRIATE
WIDTH
DETAILS, SHEET 10 TABLES, SHEETS 6-8 AT EACH INTERLOCK AND
STRAIGHT AND CORNER ASTRAGAL LOCATION,
FOR INTERLOCK
PLUS SPECIFIED QUANTITY OF ADDITIONAL
"+2" ANCHORAGE INTERMEDIATE ANCHORS PER PANEL.
ADDITIONAL ANCHORS 24" O.C. MAXIMUM.
AS NEEDED TO ALIGN THE
FxTTRIOR HEAD OR SILL IF A SPLICE
21"
E OCCURS AT THE P-HOOK.
MAX
PRODUCT REVISED
O.C.
as campigIng with the Florida
Building Coda
NOA-No. 17-0420.12
5.64"
ExpiraBon but 2/17/2020
6° MAX.
BY
3.6 Mla 1-Da rodue Contro .
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
P-HOOK ANCHOR DETAILS ON SHEET 14. FRAME JAMB
"+2" ANCHORAGE ANCHOR PAIR
REQUIRES SEE "C5" CLUSTER END PANEL
CENTERLINE CENTERLINE
` "CCLUSTER SEE OF OF DETAILS, SHEET 10 ANCHORAO
• I DETAILS, SHEETB" 11 INTERLOCK FOR ASTRAGAL ASTRAGAL (2 ANCHORS) 3•
i 4.051" I--. 3.5" I MAX.
• ��� �b
Ile
• • �.� ANY LYAJn/ 4,
.dv'
CENTERLINE CENTERLINE CENTERLINE
EXTERIOR "+2°ANCHORAGE "+2"ANCHORAGE yl
OF PANEL 3 I OF PANEL 4 OF PANEL 5 - f`
SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS - � � �s• r �• :.
ro70TEW)VIXOorCRrvE o %O •. Si TE
MVEMCF,A34275 ANCHORAGE SPACING& EXAMPLE PLANS .�� ;�(°RIOn•.•' 2�`
x CERr OFAU7H.XZM6F�T.
SERIES 770 ALUM. SGD - LM IMPACT
JR 0!1007 C CORRECTED EXAMP7E TO UPDATEDANCNORVALUEB ccenzG1ro"17 � °�" 0do°' °1ebra' "'" A. LSItjl3MILeex, PAL
o,.""or• an o d: wrnmvameesxsc 3GD•770 NTS 9 d 22 POT0130 C P.E.068705
JR 10/f0/14 "'" N18C+D
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-1 NEEDED
CENTERLINE 1
3.6"
1.75"
4° D
2.04"
EXTERIOR 3'S" 7"
ID 2-TRACK FRAME HEAD/SILL
�gSTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C41
6"DIAG.
ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04"
INTERLOCK-n CONDITION, USE INTERLOCK "�`IF NEEDED 2.04"
CENTERLINE "C6" CLUSTER DETAIL) CENTERLINE
1.76° Ll I EXTERIOR
7" 7" 3.5" 21"
n3.5"
MAX.O.C.2.04° 4" 21'
5.64" MAX.EXTERIOR 4DIAG. EXTEwoa9�17" O.C.
,56" MAX
2--TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEAD/SILL
C3 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK-2 TRACK
(USE WHERE 5 CLUSTER (USE WHERE 6 CLUSTER FRAME JAMB 69m�t
ANCHORS ARE REQUIRED, "C5') ANCHORS ARE REQUIRED,'CS') ANCHOR PAIR
ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE
INTERLOCK °-I-IF NEEDED INTERLOCK CONDITION, USE
"CS' CLUSTER DETAIL)
13 5" 3.5"
a 2.04"
4.08" 4.08"
gcTEwoR 7" EXTERIOR 7" 4
v ° DIAG. EXTERIO
3-TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
(aT ASTRAGAL OR INTERLOCK Co ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER (USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, °C4y ANCHORS ARE REQUIRED, "C6")
ASTRAGAL OR SPLICE LOCATION
INTERLOCK -IF NEEDED
CENTERLINE *I ' -
EXTERIOR
lu
4-TRACK FRAME HEAD/SILL
�tl ASTRAGAL OR INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, °C4")
NO
ASTRAGAL OR� (FOR SPLICE
INTERLOCK CONDITION, USE
CENTERLINE i "CB . CLUSTER DETAIL)
EXTERIOR
b
4-TRACK FRAME HEAD/SILL
A ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, "C5°)
(9e1)4804WO
CaMOFAUrN.#MG6
ASTRAGAL OR SPLICE LOCATION
INTERLOCK-�"}F NEEDED
CENTERLINE
3.5" t
2.04
+4
3-TRACK FRAME HEADISILL
0) ASTRAGAL OR INTERLOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED, "C6' )
ASTRAGAL OR (FOR SPLICE
INTERLOCK CONDITION, DO NOT
CENTERLINE ' USE THIS DETAIL)
3.5" 1 ---
DIAG.
I 4-TRACK
8" DIAG. FRAME JAMB
2 04°
mot EXTERIOR ANCHOR PAIR
ANCHORS MAY BE INSTALLED
21" EITHER IN THE EXT. OR INT.
MAX, TRACK (INT. SHOWN)
D.C.
NOTES:
b 64" 1 ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6" MAX. 2. FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
3-TRACK FRAME JAMB P-HOOK SEE SHEET 9.
ANCHOR PAIR
FOR SPLICED
CONDITIONS ONLY:
SPLICE LOCATION
7IF NEEDED.
-r•I 3.5" 1-+---
4" Ej"�DIAGJ_2•04°
4" DIAG.
2.04"
EXTERIOR 7° 3.5" ;93.5.
4
IG 4-TRACK FRAME HEAD/SILL
Q ASTRAGAL OR INTERLOCK
.(USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED, "C6")
WITH & WITHOUT SPLICE CONDITION
FRIES 770 ALUM. SOD - LM IMPACT
ypr 'IVNawr ""snow
saano TS 10 d 22 PG7'01:
PRODUCT REVISED
as compWin with the Florida
Building Code
NOA-No. 17-0420.12
Expiration Aate.p2/17/2020
ME=
No. 58,77005 r
10
i� F
;CNAL"ImIlIVO
�N.�`�
A. LYNN MILLER P.E. P.E# 68786
2.04' 2.04"
INTE*2.04""LINTERIOR2.04" °+1"ANCHOR
INTERIOR INTERIOR 4"DIAG. 4° DIAG. 8.94"6.12' 6.12' 3.I ERIOR IB3. "7" TO10ENTERLINE
E RIOR OR 4°DIAG. �OFPANEL
3.4^� I� I a° —I 3.6° \�.-1 I �-+3C4° °+2°ANCHOR
2.04" EXTERIOR • J% a" 2.04^ 7�
2 04EXTERIOR
204REXTERIOR 8.94"
W.J�
90° CORNER 90° CORNER 136° CORNER 136' CORNER 4° DIAG•
2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 3,9 I
(USE WHERE 4 CLUSTER (USE WHERE 6 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER I _ CENTERLINE
ANCHORS ARE REQUIRED,' ANCHORS ARE REQUIRED, °C6") ANCHORS ARE REQUIRED, °C4° ANCHORS ARE REQUIRED, 'CO-) OF PANEL
4.08"
INTERIOR INTERIOR
EXTERIOR 4.09' "+11ANCHOR "+3' ANCHOR
a^ 7.41"
INTERIOR 3.5" I RIOR
90 7" 135" 2.04° 4" DIAG.
3 I EXTERIOR
3:5' 3.5"
4.08" 4.08" 7° 7°
5.37 G. 6.37" D G. CENTERUNE
CENTERLINE � OFPANEL
3.6" OFPANEL 2-TRACK FRAME HEAD/SILL
7" 4" EXTERIOR _ 7°3 6" 4° i maR �� °+2'ANCHOR INTERMEDIATE ANCHOR LAYOUT
90° CORNER 136' CORNER EXTERIOR
VIEWS
3 TRACK FRAME HEAD/SILL 3-TRACK FRAME HEAD/SILL
(°CB°ANCHOR CLUSTER REQUIRED ('C6" ANCHOR CLUSTER REQUIRED
AT ALL 3-TRACK CORNERS) AT ALL 3-TRACK CORNERS) 4"DIAG. PRODUCT REVISED
612° an eomplying with the Florida
1NTERIOR INTERIOR 2,04" building Cade
NOA-No. 17-0420.12
�.- 2'�" .12" 3.6° Expiration Date 02/17/2020
4" EXTERIOR 5 88" CENTERLINE
INTERio � OF PANEL by
Mlaml-bed roduct Contra
I ERIO 80° 136° "+3" ANCHOR
4' 7 .04"
6.12° 6.12"
0 3.5° 4.08°
7" ERIO
2.04" 3.6° 4° 4^DIAG. 3.6° 3.5° ulllrr
EXTERIOR -7" EXTERIo 4° II�CENTERLINE ���t�NY LYNN���i�
90° CORNER 135° CORNER 2.04" I OF PANEL `�� LICEN • �F
Sic'•. e
4 TRACK FRAME HEAD/SILL 4 TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL * t No. 58705
(^CS' ANCHOR CLUSTER REQUIRED (°98" ANCHOR CLUSTER REQUIRED INTERMEDIATE ANCHOR LAYOUT
NOTES: AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) (3--TRACK SIMILAR)
1. ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM ALLOWED. 1070TEOYNorooraarve o.°ae�a %�,p'• 'IT 0�� 0/0�
2. DETAILS DEPICT ANCHOR QUANTITY AND SPACING, AND WOULD BE N VENrcE, 934215 ANCHORAGE EXekMPLE CLUSTERS '�t�s' • oRIOA,.• ' �:
IDENTICAL REXTERIINROR oCHMU EES THOSHE&T. CORNER CONFIGURATIONS. oEREOPAUN 0tMM SERIES770ALUM.SGD-LMIMPACT �"11'0��NAI'LI00"'
coPrwaxromv e."m�e +� A. LYRry MILLER, P.E.
R f0/JO/14 mn R"x 0°� sGn 7m NTS 11 d 22 PGTO130 C P.E.#68705
INSTALLATION: DETAILS
EDGE DISTANCE:
"SEE
SHE
ET 1
6"'
EXTEROR1/4
Gj
rMAX
1 SHIM
SEE TABLE A, - 19 LA u '
SHEET 1
2X WOOD WOOD ANCHOR TYP.,
TYP., SEE ANCHOR SEE ANCHOR NOTES
NOTE 3, SHEET 1 & TABLE A. SHEET I
®2-TRACK FRAME HEAD
w WOOD INSTALLATION
WOOD ANCHOR TYP., 2X WOOD
SEE ANCHOR NOTES TYP., SEE ANCHOR
& TABLE A, SHEET 1 NOTE 3, SHEET 1
SEEANCHOR
NOTE 6, SHEET
1 (1/4" MAX) j
EXTERIOR-
2-1N6"• .
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
2-TRACK FRAME SILL
ow WOOD INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET
2X WOOD
EDGE DISTANCE:
TYP., SEE ANCHOR
SEE TABLE A,
SHEET 1
NOTE 3, SHEET 1
WOOD ANCHORTYP.,
SEE ANCHOR NOTES
& TABLE A. SHEET 1
EXTERIOR II
0 1/4" MAX. SHIM
O
2-TRACK FRAME JAMB
0w WOOD INSTALLATION
ESEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 MIN. OF 3 THREADS BEYOND
E DISTANCE:
EDGE DISTANCE: THE METAL SUBSTRATE
TABLE A, SHEET 1
SEE TABLE A. SHEET 1
2-1/16" •
2-1/16" `
NOTES:
1/4"
1. ALL DIMENSIONS
MAX.
EXTERIOf SHIM EXTERIOR
42X�WOOD
MAX.
SHIM
SHOWN ARE BASED
ON MIN. ALLOWED.
(3
v
2 METAL OR WOOD
SUBSTRATES MAY BE
USED FOR ALL FRAME
WOOD ANCHOR TYP.,
METAL TYP., SMS ANCHOR TYP.,
TYPES PER TABLE A,
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
"DIAGONAL O.C. IS
da 3 TRACK FRAME HEAD
4-TRACK FRAME HEAD
�
MIN 4" (HEAD & SILL)
Bw WOOD INSTALLATION
METAL INSTALLATION
OR 6" (JAMB) SEE
WOOD ANCHOR TYP., . 2X WOOD
SMS ANCHOR TYP., METAL TYP.,
DETAILS, SHEETS 10 & 11.
SEE ANCHOR NOTES TYP., SEE ANCHOR
SEE & TABLE A, SHEET 1 7 NOTE 3, SHEET 1
SEE ANCHOR NOTES SEE ANCHOR
SEE & TABLE A. SHEET 17NOTE 4, SHEET 1
ANCHOR
NOTE 6,
SHEET 1�
(1/4" MAX
EXTERIOR
�7
2-1/16" •
EDGE DISTANCE:
SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
ja 3-TRACK FRAME SILL
Ew WOOD INSTALLATION
EMBEDMENT,SFF
TABLE A, SHEE
2X WOOD
TYP., SEE ANCHOR
NOTE 3, SHEET 1
WOOD ANCHORTYP.,
SEE ANCHOR NOTES j
& TABLE A. SHEET 1.
EXTERIOR ,
1/4" MAX SHIM
IT.
N. WJXZ,, FL Sa878
Par/tso-+eap
CERE OFAVT9OVA6
ITANCE:
BLE A,
ET,
ANCHOR'
NOTE 6,
SHEET 1
(114" MAX.)
EXIERIOR�
�32.,/,6".
4-TRACK FRAME SILL
FW METAL INSTALLATION
EMBEDMENT: SEE
TABLE A, SHEET 1—
EDGE DISTANCE;
SEE TABLE A.
METAL TYP., SHEET 1
SEEANCHONOTE 4, HEET I -
2-1/16" •
SMS ANCHOR TYP.,
SEE ANCHOR NOTES
& TABLE A, SHEET 1
MIN. OF 3
THREADS
EXTERIOR BEYOND THE
METAL
SUBSTRATE
114" MAX SHIM 1-.--
4-TRACK FRAME JAMB
Iw METAL INSTALLATION
WCHORAGE DETAILS
SERIES 770ALUM. SGD - LM IMPACT
s0o-no NTS 12 a 22 a�w PGT0130 C
MIN. OF 3 THREADS BEYOND
THE METAL SUBSTRATE
_EMBEDMENT: SEE
TABLE A, SHEET 1
EDGE DISTANCE:
SEE TABLE A, SHEET 1
PRODUCT REVISED
as complying with the Flarlda
.Building Code
NOA-No. 17-0420.12
Expiration Date 02/17/2020
�%"%' ANY LYN ," ,/
;OO .. . 41, '11i,
`7t•; No.68705 •��
0
O /NIA L�tEt�;G
A. LYNN14ILL P.E.
P.EJ 68705
INSTALLATION: DETAILS
EMBEDMENT: SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1
NOTES:
EDGE DISTANCE:
EDGE DISTANCE:
1. ALL DIMENSIONS
EDGE DISTANCE: SEE
CONCRETE CONCRETE
SEE TABLE A SHEET 1 CONCRETE
SEE TABLE A. SHEET 1 _
SHOWN ARE BASED
PER TABLE
TABLE A SHEET 1
2-1/10" ` PER TABLE
2-1116" • PER TABLE
2-1/18° `
ON MIN. ALLOWED.
A, SHEET 1
A, SHEET 1
A, SHEET 1
:..:z;
1/4"
• DIAGONAL O.C. IS
EXTERIOR
-•' . 1..,,
.� •� -i.., •,`,+.,
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f
r
A (JAMB) SEE
SHEETS
EMBEDMENT:
1/4` EXTERIOR
�
1/4" EXTERIOR
DE
DETAILS.
10 & 11.
SEE TABLE A,
MAX.
`r"
S� �•
SHEETI SHIM
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
PROPERLY SECURED 1X CONCRETE ANCHOR TYP.,
WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES&
WOOD BUCK TYP., SEE SEE ANCHOR NOTES
&
.
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEETI
ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1
DTION
3-TRACK FRAME HEAD
ME HEAD
ja CK A INSTALLATION
CONCRETE
® CONCRETE IN INSTALLATION
C
ec CONCRETE RETE I STALLA11ON
Co
CONCRETE ANCHOR TYP.,
SEE ANCHOR NOTES &
TABLE A, SHEET 1
SEEANCHOR
NOTE 5, SHEET
1 (1/4" MAX.)
EXTERIOR 1
4
PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED iX CONCRETE ANCHOR TYP., PROPERLY SECURED 1X
WOOD BUCKTYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE SEE ANCHOR NOTES & WOOD BUCK TYP., SEE
%NCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1 TABLE A, SHEET 1 ANCHOR NOTE 3, SHEET 1
SEEANCHOR
NOTE 5,
SHEET 1
1 (1/4" MAX.) - s..
�,
SEEANCHOR
NOTE 5,
SHEET 1
(1/4° MAX.)
EXTERIOR I
2-1/18° • 2-1/16` •
EDGE DISTANCE: CONCRETE EDGE DISTANCE: -1
SEE TABLE A, SHEET I PERTABLE SEE TABLE A, SHEET 1
EMBEDMENT: SEE TABLE A, SHEET 1 J A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
ja 2--TRACK FRAME SILL ja 3-TRACK FRAME SILL
\,Qcj CONCRETE INSTALLATION Ec CONCRETE INSTALLATION
EMBEDMENT: SEE —~
TABLE A. SHEET 1
C
EDGE DISTANCE:
PROPERLY SECURED
s
SEE TABLE A
1X WOOD BUCK TYP.,
SHEETI
SEE ANCHOR NOTE 3,
SHEET 1
2
CONC./CMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI
CONCRETE
EXTERIORIS
OR CMU
'51/4"
F-•-
PER TABLE
MAX. SHIM --•.-1
A, SHEET 1
2-TRACK FRAME JAMB
Go CONCRETEICMU INSTALLATION
EMBEDMENT. SEE
TABLE A, SHEET 1
CONCJCMU ANCHOR
TYP., SEE ANCHOR
NOTES & TABLE A
SHEET 1
�2-1l18° • •• 9
CONCRETE EDGE DISTANCE:
PER TABLE SEE TABLE A, SHEET 1
A, SHEET 1 EMBEDMENT: SEE TABLE A, SHEET 1
®4-TRACK FRAME SILL
Fc CONCRETE INSTALLATION
EMBEDMENT: SEE
TABLE A. SHEET 1D�
)GE DISTANCE: PROPERLY SECURED
SEE TABLE A. iX WOOD BUCK TYP.,
SHEETI SEEANCHORNOTE3,
SHEETI
2-1/18" `
PROPERLY SECURED I ; �':
IX WOOD BUCK TYP„ ;
SEE ANCHOR NOTE S, CONCRETE
SHEET 1 OR CMU
EXTERIOR :,r'. PER TABLE
A SHEET 1
1/4" MAX. SHIM -I I. —
®3-TRACK FRAME JAMB
c CONCRETE/CMU INSTALLATION
/941/480-16 o
CERT. OFAUTN. 02MO
EDGE DISTANCE:
SEE TABLE A,
SHEET 1
CONCJCMU ANCHOR } 24/18° `
TYP., SEE ANCHOR
NOTES & TABLE A,
SHEETI CONCRETE
OR CMU
EXTERIOR !:: PER TABLE
TL 4 A, SHEET 1
1/4" MAX. SHIM I�-
4-TRACK FRAME JAMB
Ic CONCRETE/CMU INSTALLATION
ERIES 770 ALUM. SGD - LM IMPACT
Ndt 1-Ts-
oTS 13 d 22 IGT0130
CONCRETE
PER TABLE
A, SHEET 1
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-0420,12
Expiration Date 02/17/2020
MEM
* No.587(35 -
-� S TE ��
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INSTALLATION DETAILS
FRAMEJAMB
REQUIRED ATALL
INSIDE POCKETS
EMBEDMENT: SEE
TO PREVENT
WOOD FRAMING TABLE A. SHEET 1
P-HOOK MOUNTING ADAPTER WATER
INFILTRATION
WOOD ANCHOR TYP.,
o
SEE ANCHOR NOTES
EMBEDMENT:
& TABLE A, SHEET 1
SEE TABLE A,
(ALSO SEE TYP.
SHEET 1
28 ILLUSTRATION, SHEET 9)
DISTANCE: SEE
AS
E A, SHEET 1 EMBEDMENT:
SEE TABLE A,
26
EXTERIOR SHEET 1
PHOOK WOOD ANCHOR TYP.,
10, P-HOOK
SEE ANCHOR NOTES
/
CONCRETE OR-
& TABLE A, SHEET 1
CMU PER TABLE
(ALSO SEE TYP.
2.693" MIN. A, SHEET 1
ILLUSTRATION, SHEET 9)
EDGE DISTANCE
P-HOOK FOR USE WITH FLAT SILL RISERS
PARTS #18, #20, 422 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
48 & TABLE A, SHEET 1
(ALSO SEE TYP.
T:
EMBEDMENT:
T:
ILLUSTRATION,
SEE TABLE
EMBEDMENT:
SHEET-9)
SHEET 1
SEETABLE A,
EDGE DISTANCE: SEE
SHEET 1
AB E A, SHEET 1
P-HOOK SMS ANCHOR TYR, /FiEEXTERIOR
SEE ANCHOR NOTES J n
& TABLE A, SHEET 1 V
(ALSO SEE TYP. 2.693' MIN.
ILLUSTRATION, SHEET 9). EDGE DISTANCE
®P-HOOK FOR USE WITH BOX SILL RISERS
w PARTS #19, #21, #23 OR #26,
METAL INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A 8, 3A MOUNT
FOR WATER RATINGS) ONLY
(941)460.1600
CERr OFAUTA 029M
2.693" MIN,
EDGE
DISTANCE
CONCJCMU
ANCHOR TYP., SEE
ze
ANCHOR NOTES &
TABLE A, SHEET 1
1.114" MIN. EDGE DISTANCE
.t• •!�`� .?•�,�
EXTERIOR
}'.•��` `•
28
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P-HOOK MOUNTING
ADAPTER CONCJCMU
:,+ L
.'
.'' �'
ANCHOR TYP., SEE
'• ' ' ` `'^ ' ~ •
ANCHOR NOTES & TABLE
EMBEDMENT: SEE
A,SHEET I
TABLE A, SHEET 1
(ALSO SEE TYP.
ILLUSTRATION, SHEET 9)
P-HOOK FOR USE WITH ANY SILL RISER
Jo 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
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
ANCHORQUANTITIES.
ALSO SEE EXAMPLE
ON SHEET 9.
EMBEDMENT: SEE
TABLE A, SHEET 1
ADAPTER CONC./CMU
ANCHOR TYP., SEE
ANCHOR NOTES & TABLE
SHEET
+' '.,.;�'..::••' ;�.:r:
:: ..
�.' :,• ;'.:• .;.'_: ,e.
(ALSO SEE TYP.
t.• ' !' ::'• • •� =
, ' ' `
PRODUCT REVISED
ILLUSTRATION, SHEET 9) as comp 1ying with the RwIda
28 Building Coda
NOA-No. 17-0420.12
a
Explratlon Dal2117/2020
1-1/4• MIN. EDGE DISTANCE By
P-HOOK CONCJCMU � EXTERIOR
ANCHOR TYP„ SEE !L
ANCHOR NOTES & TABLE v
A, SHEET 1 2,693" MIN.
(ALSO SEE TYP. EDGE DISTANCE
ILLUSTRATION, SHEET 9)
joN P-HOOK FOR USE WITH BOX SILL RISERS
k!Loj PARTS #19. #21, #23 OR #25, .
CONCRETE INSTALLATION EXTERIOR
(SEE TABLES 1A, 2A & 3A MOUNT
FOR WATER RATINGS) ONLY
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CONFIG. EXAMPLES
HEADER DETAIL'A',
SHEET 18; INSTALLATION
DETw &'A
SHEETS 12 & 133
NOTES:
1) SEE SHEET 17 FOR INDIVIDUAL
PANEL CONFIGURATIONS AS
APPLICABLE. SEE DP/ANCHOR
TABLES, SHEETS 6-8 FOR.MAX.
PANEL HEIGHT AND WIDTH. SEE
SHEETS 18 & 18 FOR SECTION
DETAILS AND SHEETS 12-14 FOR
INSTALLATION DETAILS.
2) (1) LOCK (ITEMS 75 & 107-110) AT
EACH LOCKSTILE, LOCKING INTO
KEEPER (ITEM 103) AT FRAME JAMB
OR ASTRAGAL.
3) PLEASE SEE APPLICABLE
ASTRAGAL & INTERLOCK
COMBINATIONS PER DP/ANCHOR
TABLES.
SILL DETAIL'D', SHEET 18;
INSTALLATION DETAILS
'DW &'De, SHEETS 12 & 13
PANEL CORNER
DETAIL
MAX. UNIT
WIDTH
MAX.
NOM. PANEL WIDTH
TYP. PER TABLES 1-3
PANEL
PANEL
PANEL
TYPE
TYPE
PANEL
TYPE
as,
,AS,
TYPE
I
MAX. UNIT
MAX,
NOM.
PANEL
/
MAX.
DLO
HEIGHT
PER
PANEL
WIDTH TYP.
HEIGHT
SEE
PER
HEIGHT
TABLES
NOTE 2
TABLES 1-3
1.3
a
1 I
x
#10 X 1-1/2"
PH SMS
- gp"
EXAMPLE: 90° INSIDE CORNER, 4 PANELS - XX=
SILICONE
STRUCTURAL
SILICONE STRUCTURAL SILICONE
114" NOM. FOAM
RS POLYISOBUTYLENE WITH
WITH DESICCANT DESICCA
N
T
EXT. GLASS EXT. OLAS:I�
X 1"
FRAME CORNER
DETAIL
Part #
Description
Material
124
Kommeding 4SG TPS Spacer System
See this
125
lQuanex Super Spacer nXl' with Hot Melt Butyl
Sheet for
Materials
128
lQuanexEmaseal Spacer
127
ICardlnalXL Edge Spacer
THIS
IIDTH
EXTERIOR t
90°
CORNER DETAIL'NT,
SHEET 19 & CORNER
ANCHORAGE SHEET II ' ,
INTERLOCK DETAIL
'M', SHEET 19
EXTERIOR INTERIOR
JAMB DETAIL'GV, SHEET
18; INSTALLATION DETAILS
'GW &'Ge, SHEETS 12 & 13
DLO WIDTH = NOM. PANEL WIDTH - 7"
DLO HEIGHT = DOOR UNIT HEIGHT-10.12V
PANEL HEIGHT - DOOR UNIT HEIGHT-1.866"
NOM.
SMS PRODUCT REVISED
1 1 Ith th FI id
GLASS
as comp y ng w e or a
Code
INT. GLASS INT.
NOA-na
NOA-No. 77.0420.12
+za KODISPACE 4SG TPS +zs SUPER SPACER@NXTTN
-piration Da 2/17/2020
ey
ALUMINUM
Mlaml-D Product Con ro
REINFORCEMENT pOLY1S0• DESICCANT FILL AREA
.BUTYLENE
61161NOM.
5116' NOM. SEAL
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BUTYL &
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FOAM
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EXT.GLASS
EXT. GLAS9
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%'M', SHEET 19 OPERABLE JAMB DETAIL'G3', SHEET 18;
� �%V&18r;�INSTALLATION
INSTALLATION DETAILS'Gvt &'GV, SHEETS 12 & 13
L D JAMB DETAIL'G2', ASTRAGIL'A', SHEETHEADER DETAIL'A', SHEET 18;
L SHEET 18 ;INSTALLATION DETAILS DETAILS INSTALLATION DETAILS'Aw &'Ac,
DETAILS'GW' &'Ge, L2, SHEET 19 'AW & Ac', SHEETS 12 & 1� SHEETS 12 & 13
S EETS 12 & 13 f 90°
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PANEL
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TYPE
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L'
'D'
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TABLES 13
'DW' &'De,
SHEETS 12
y
'& 13
X
MAX.
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SEE TABLES
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1EET 16 ,
( Q X
SEE FRAME & SILL DETAIL'D, SHEET 18; MAX. UNIT WIDTH
PANEL CORNER EXAMPLE: OXXX INSTALLATION DETAILS
CONSTRUCTION DW &'Dc', SHEETS 12 & 13 EXAMPLE: 90° OUTSIDE CORNER - XX/XX (2-TRACK)
DETAILS SHEET 15 2-TRACK
JAMB DETAIL'11', SHEET 18;
ASTRAGAL DETAILS'L1' & INTERLOCK DETAIL'M'. SHEET 19 INSTALLATION DETAILS'IW &
L2, SHEET 19� '1 INTERLOCK DETAIL'M', SHEET 19 - 'Ie', SHEETS 12 & 13-\
1 u HEADER DETAIL
'-JAMB DETAIL'H2', SHEET P-HOOK DETAIL V &'W, SHEET B', SHEET 18; i
18; INSTALLATION DETAILS 19; INSTALLATION DETAILS'JW, INSTALLATION JAMB DETAIL '12', SHEET 18; INSTALLATION
HW &'Hc', SHEETS 12 &.13 'Jc','Kvi' & I SHEET 14 DETAILS Bw&'Bc, DETAILS 'Iw &'Ic', SHEETS 12 & 13
SHEETS 12 & 13
r.--- MAX. UNIT WIDTH MAX. UNIT WIDTH
MAX. UNIT.
HEIGHT
PER
TABLES
1-3
�` SHEET 18•
EXAMPLE: OXXXD SILL DETAIL'E', SHEET 18;
(3-TRACK, RIGHT POCKET) INSTALLATION DETAILS
EW &'Ee. SHEETS 12 & 13
N. VEMM FL 3wo
INN 480d800
CERT. GFAUTH. 02M
PANEL
PANEL
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TYPE
TYPE
TYPE
TYPE
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X
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'GW &'Ge, SHEETS 12 & 13
Ip INTERLOCK DETAIL
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90° OUTSIDE CORNER
DETAIL'NV. SHEET 19 &
CORNER ANCHORAGE
SHEET 11
INTERIOR ml
EXTERIOR NOM. PANEL
WIDTH TYP.
PER TABLES
1-3
UNIT WIDTH
HEADER DETAIL'C', SHEET
18: INSTALLATION DETAILS
'CW&'CC, SHEETS 12 & 13
PRODUCT REVISED
as ,d, tying with the Florida
BWldino Code
l ` NOA-No. 17-0420.12
1� "!pIm lon Date 02/1712020
4T
t
ES
EXAMPLE. XXXO SILL DETAIL F,
(4-TRACK, BY-PASS) ' INSTALLATION DETAILS
'FW&'Fd, SHEETS 12 & 13
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-rULLLENGTH
DFJAMB
G1
2-TRACK JAMB
6" LONG C P #105
1 @ W/RETAINER#106
MIDSPAN (SHOWN WITH
FIXED PANEL TO
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14
16
® 112
123
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THE EXTERIOR)
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1I 1 SEE DETAIL ON SHEET 16 �I EXTERIOR 12'
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a
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OPT. SCREEN FRAME HEAD
TRACK
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EXIERIOR
a
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' ITEM 61 SHOWN, ITEM 60 ALSO APPLICABLE, SEE TABLES
1�3, SHEETS 6-8 FOR DP (PSF) ASSOCIATED WITH STILE.
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vVEXTERIOR
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11 (SHOWN WITH 12 (SHOWN WITH
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THE EXTERIOR)
THE INTERIOR)
121 SEE DETAIL ON SHEET 15
EXTERIOR
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TABLES 1-3
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PRODUCT REVISED
as compiling with the Florida
Building Code
NOA-No. 17.0420.12
Expiration Date 02/17/2020
`111111111111f/'
* ;;T No. 597D5 (?J`
s��NAL
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EXTERIOR
a
4 INTERIOR
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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
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500470
INTERIOR
EXTERIOR
BD OR 61
%LNTERLOCK
V IP 4 U
• ITEM #61-(HEAVY-DUTY
7
STILE) SHOWN, ITEM #60
(STANDARD STILE) ALSO
9D• INSIDE CORNER
APPLICABLE, SEE TABLES
N2 2-TRACK SHOWN
®
1.3, SHEETS 6-8 FOR DP
(PSF) ASSOCIATED WITH
STILES.
PRODUCT REVISED
as complying with the Florida
31 OCK PART
Building Code
NOA-No. 17-0420.12
756107.110
Expiration Data M7l2020
INTERIOR
_
7. OWU - uvl livlr-ny l
-e ae. "p
19 � m 22 PGT0130
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♦♦ '�i
• LICENBF • �l/_ i
No.�6.8705
-OT ST11 0
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A. LYNN MILLER, P.E.
RED 58705
-- 5.069"
8.68B2"
L)
0.080°
1.505"
j4u44==a.
1211" 40-2-TRACK HEAD (8TRACKA9ILL
083TO(6063-T6AL)
6.198"
1.21FrFM--i1"
0.081" (D2-TRACK HEAD W/ SCREEN TRACK
(6063 TB AL)
6.528"
0.080"
1.505°
O0 3-TRACK SILL
76063 T6 AL)
7.106° 6,221"
0.080"
1.605"
1.211"
0.081" a 3 TRACK HEAD 0 2--TRACK SILL W1 SCREEN TRACK
O (6083-T6 AL) (6063 TB AL)
9.142" 4.49°
0.080°
Fm
-� 1.505"
1.2yy11"
_L FLA
0.081° O4-TRACK HEAD O7 2-TRACK SILL
(6063T8 AL) (6063-T6 AL)
1.514°
1.260"
0.060°
OFRAME HEAD/JAMB SCREEN
ADD -ON
(6063-T6 AL)
SEE SHEET 17 FOR SILL RISERS,
0.062"
0.532"
1.516"
FRAME SILL SCREEN
�2 ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3/16" MASONRY
ANCHORS @ 24° MAX 0-0-
j - L
' 0.060°
0.780"
1.990°
FRAME SILL SCREEN
13 END ADD -ON
(6063-T6 AL)
REQUIRES MIN. #10 SMS
OR 3116" MASONRY
ANCHORS @ 24" MAX O.C.
A VEMCE, FL 34275
(941)4804600
CERT. OPAVOL 12=8
1.872"
0.062°
1.019"
0.081"
SCREEN
40 STILE
i8°
(6063-T6 AL)
5.069°
1.046"
1 J793°
0.062°
14 2--TRACK JAMB
SCREEN
RA116
TOP
(6063 TAL)
(6063-T6 AL)
2-TRACK JAMB W1
15 SCREEN TRACK
(6063 T6 AL)
6"
18 3 TRACK JAMB
(6083-T6 AL)
17 4-TRACK JAMB
(6063 T6 AL)
(TRUSIONS
moo 770 ALUM. SGD - LM IMPACT
...770 NTS 1 21 a 22 1 PGT6130
qH- 0.875"
1.I 0.062°
SCREEN
46 BOTTOM RAIL
(6063-T6 AL)
PRODUCT REVISED
as comp)yyingg with the Flodda
Building
CodI
NOA-No. 17.0420.12
E.plratlon Dote 02/17/2020
Mam
* NO-58705
sTAfE o
L
A. LYNN MILLER PY-
RE.p 58706
13
'1 7
0.718' 0.83" 2.304° 3.802"
1 3.802" + 0.752" 1
0.762" L L 0.885'
0.574" 0.790" 1.163"I
0.062' 0.002" 0.062"
0.080" 0.233"
0.2641 0.075" P-HOOK MOUNTING P HOOK SCREW 3o P-HOOK FOR BOX RISER
FRAME 11 TRACK 28 ILL P-HOOK 28 ADAPTOR OCOVER 0.080"
5 SCREW COVER (6063-T6 AL) 8063-TB AL (60 33-TB AL) (6063-T6 AL)
(6063-T8 AL) (6063 T6 AL) ( )
W
0' 1.488"
.OBO"gi.870.
37 136- CORNER 32 8063-T6 FIXED
DLMOUNT
(6083-T6 AL)
3.979"
duL0.075" 1645"
hnuH
4"
0.062' 1.600
3.125" -►1
So STANDARD STILE
(6063-T6 AL)
4"
0.133° 0.062" 1.303° j+-
1.600� jl
1.888"
0.325"
4�-- 3.125" 0.062"
81 Li
HEAVY DUTY STILE g21NO TERLOCK 85 INTERLOCK
ADAPTER SCREW COVER
8063-T6 AL) (6063-T6 AL) (6003 T6 AL)
3.979"
4.125"
t050" � 1.050° jam-
0.075° 9.845"
0.062" 1.304"
.289" ,611" .485°
1045"
Fes-- 3.25" .046" �•+- .045" �-
0.126"" 0.281 GLAZING 7/16" GLAZING 9/16" GLAZING
B7 STANDARD ASTRAGAL ee HEAVY DUTY ASTRAGAL 88 TOP/BOTTOM RAIL 78 BEAD ({.G.) B0 BEAD, FIXED 81 BEAD PRODUCT REVISED
(6063 T6 AL) (8083 T6 AL) (6063-T6 AL) ( ) ( ) ea eoing yln$ with the Florida
6063 TB AL PANEL CLIP 6063-T6 AL fiuiiding Co 0
(6083-T6 AL) NOA-No. 17-0420.12
Expiration Date 02/17/2020
1,003" 1.03"
By
4' 5.821" � Mlam - a rou Con ro
o.75T' 0.080)
0.050°
108 PANEL CLIPFIXED 0.709° 2.893" 0.133" 498" 0.133°
1.498"
(6083 T8 AL) 0.080"
550"V--4
-►I 0.883 I+-- 4°
FIXED PANEL 123 RETAINER.7/8°_ 5.621'120 90° INSIDE CORNER ASTRAGAL�CN....v0.0( ETAI B AL) 2'826" 118 90° OUTSIDE CORNER ASTRAGAL (8063 INSIDE
�� �`h,•
FIXED P EL 118 90° CORNER RECEIVER (8083T6 AL) '
108 8083-T8 AL) = * : No. 68705
RETAINER 9116° (
(606346 AL)
1070 TECHNOLOGYMW gym` ' O S ATEO
N. VENICE, FL3W5 EXTRUSIONS �-'• •�COR'•\���
CERK OOP+AM M2H0 � SERIES 770ALUM. SGD - LM IMPACT '/!rSIONAL ��C``.
JR 04/0&1I amC x NO CHANGES THIS SHEET. oy.M ® a.rr"uae "ae AL11tE14MILLEh)P.E
I±nrw?uenvm wx sGo-77o NTS 22 • 22 PG70i30 C P.EJI5W05