HomeMy WebLinkAboutNOASCANNED
BY
St. Lucie Countv
MIAMI DARE MIAMI—DADE COUNTY, FLORIDA
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) w .miamidade.eoy/economy
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product
Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
APPROVAL DOCUMENT: Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.",
sheets 01 through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated 04/03/17, signed
and sealed by Anthony Lynn Miller, P. E., bearing the Miami Dade County Product Control Section
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,
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 No. 16-0629.07 and consists of this page 1 and evidence pages E-1, E-2 and E-3,
as well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P.E.
NOA No. 17-0420.13
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
Page 1
Fiie Copy
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. PGT0004, titled "Series 770 H.P. Aluminum SGD — L.M.I.", sheets 01
through 10 of 10, dated 08/05/07, prepared by manufacturer, revision "G" dated
04/03/17, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Reference Test report on 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Super, Cardinal & Duraseal Spacers), prepared by Fenestration Testing
Laboratory, Inc., Test Reports No(s) FTL-8717, FTL-8970 and FTL-8968, dated
02/15/16, 06/07/16 and 06120116, all signed & sealed by Idalmis Ortega, P.E.
(Submitted under previous NOA No. 16-0629.07)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading 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
Door (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-7825, dated 06/10/2014, signed and sealed by Idahnis Ortega, P. E.
(Submitted under previous NOA No.15-0106.08)
3. 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 Aluminum Sliding Glass
Doors (Samples A-1, A 2, B-1, B-2 and C-1), prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-7468, dated 09/13/2013, signed and sealed by
Martin D. Brinson, P. E.
(Submitted under previous NOA No. 13-1009.07)
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No.17-0420.13
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2). Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of Aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-
5998R, dated 12/29/09, revised, signed and sealed by Julio Gonzales, P. E.
(Submitted under previous NOA No. 09-0826.12)
5. 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 Aluminum Sliding Glass
Doors, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-
5998, FT1-6005 and FTL-6012, dated 08/07/09, all signed and sealed by Julio
Gonzales, P. E.
(Submitted under previous NOA No. 09-0826.12)
6. Additional reference supporting Test Reports No.'s ATI72138.01-401-18 and
FTL-5254.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51'
Edition (2014) and FBC 61 Edition (2017), prepared by manufacturer, dated
04/18/17 and revised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-04/ 09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
Jorge M. Plasencia, P. E.
P oduct Control Unit Supervisor
NOA No. 17-0420.13
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Test proposal No.16-0152 dated 03/09/16 approved by RER
2. Statement letter of conformance to and complying with FBC 51 Edition (2014) and
FBC 6" Edition (2017), issued by manufacturer, dated 08/14/17, signed and sealed by
Anthony Lynn Miller, P. E.
3. Statement letter of no financial interests, issued by manufacturer, dated 04/18/17,
signed and sealed by Anthony Lynn Miller, P. E.
4. Lab compliance as part of the above referenced Test Report No(s) FTL-8717, F7L-
8970 and FTL-8968.
5. Laboratory compliance letter for Test Report No. FTL-7825, issued by Fenestration
Testing Laboratory, Inc., dated 06/10/14, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No. 15-0106.08)
6. Laboratory addendum letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 01/13/14, signed by Manny Sanchez, CEO.
(Submitted under previous NOA No. 13-1009.079
7. Laboratory compliance letter for Test Report No. FTL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E.
(Submitted underpreviousNOANo.13 1009.07)
S. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E.
(Submitted under previous NOA No. 13-1009.07)
9. Laboratory compliance letter for Test Reports No.'s FTL-5998, FTL-6005 and
FTL-6012, all issued by Fenestration Testing Laboratory, Inc., dated 08/10/09, signed
and sealed by Julio Gonzales, P. E.
(Submitted under previous NOANo. 09-0826.12)
10. Proposals No.'s 09-0177—A, dated 05/05/09, B, dated 05/27/09 and —C, dated
05/27/09, all issued by the Product Control, signed by Ishaq Chanda, P. E.
(Submitted under previous NOA No. 09- 0826.12)
G. OTHERS
1. Notice of Acceptance No. 16-0629.07, issued to PGT Industries, Inc: for their Series
"770—HP Aluminum Sliding Glass Doors w / Reinforcements — L.M.I.", approved on
08/04/16 and expiring on 03/24/20.
Jorge M. Plasencia, P. E.
Pr uct Control Unit Supervisor
NOA No.17-0420.13
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-3
GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT pE51GN PRESSURE EATING IMPACT RATING
SEE TPBLE6t61A0N RATED FOR LARGE 4 SMALL
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) sIIEETa MISSILE IMPACTRESISTANOE
GLASS STRENGTHS: T=TEMPERED HS-HEATSTRENGTRED
INTERLAYER TYPES: GO A .090• SENTRYGLAS OODES/GTANDARDS USED:
G4 -7/16• LAMINATED; (2) LTTES OF 3/16' HS WITH .090' $G INTERLAYER. *417 RORIOA BUILDING CODE RC). 6TH EDITION
G4A-9/16' LAMINATED: (2) LRES OF 1/4- HS GLASS WITH.090' SG INTERLAYER •20t4 FLORIDA BUILDING COOS �FBC); 51H EDITION
G6-I- LAMINATED INSULATING GLASS: 3116'TEXT. CAP t3/8'AIRSPACE -7/i6'LAMINATED: 2 LITES OF HS GLASS WTIH.DBP SG INTERIAYER. •A61ME1UN-09
O .ANSVAF&PA NDS-2015 FOR WOOD CONSTRUCTION
GOA-1'LAMINATED INSULATING GLASS: 1/4'T EXT. CAP -5/16- AIR SPACE +7/16- LAMINATED. (2) LITES OF 3/16' HS GLASS WITH.09( INTERLAYER -ALUMINUM DESIGN MANUAL, AOM4o1S
2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. -AISI S1C0.12
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM El300. .AISC360-10
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
3)ANCHORAGE: THE 33-113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, SHEET
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE GENERAL NOTES .... .... .... I
DETAILS SEE SHEETS 4Hi.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE. ELEVATIONS .................-...3
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. GLAZING DETAILS............3
B) REFERENCES: TEST REPORTS FTLS998, FTL-BOOS, FTL-7468, FTL-6012 & FTL-7825. DESIGN ANCHOR AGE.........ES.._...4.6
ELCO ULTRACON, CRETEFLEX AND AGGREGATOR HORS, ANSVAF&PA NOS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL ELEVATPRESSURES.......7
ELEVATIONS.....NS........... 7
])THIS PRODUCT HAS BEEN DESIGNED BTESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY CONFIGURATIONS...........?
HURRICANE ZONE (HVHZ). VERT. SECTIONS .......
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE. HORIZ. SECTIONS............8
9)CONFIGURATIONS: STRAIGHT DOORS -MAXIMUM 2 TRACKS BY 9 Ft(108')HIGH WITH MAXIMUM FT. NOMINALWIDE DOOR PANELS. MAXIMUM 4 PANELS. SEE PARTS LIST.......................9
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 1117. EXTRUSIONS .................... to
D.L.O. WIDTH= NOM. PANEL WIDTH -7'
D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT= DOOR UNIT HEIGHT- "66'
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5E:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAM40ADE
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 APPUGATIONS SEE TABLE ON THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/0 THICK. 1X WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-00THICK OR
GREATER. 1XA14D 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT
OF RECORD.
TABLE &
Anchor
Brow
AnNur Tyv.
IN,—
M.mber
suC6nw
mt.,FAR
DlsaPtt
mic.0.0.
a...
Mln.
B"Eoamenl er
plehl TMeAmec
A
Yf]leasus.
Fy 60 kel. F, 95 Nei
912 410 66 EMS,
F,-NNNl.F.-NOkal
µ
&N. Ph PG•o,m)
a1C
Im
Ida-
6w6 mAlumnum
M.
M19'
0.071'
A166be1
3w
MI6-
M...
GR M...'.1W
]w
&16•
FINE /1a Ed,
V4'Ebo A,Wo ubreb
F,- A MI, F W MI
M
Grcmbl X2MMu
iAw
Y
Id0'
ymb
FNBE Bbck(A4IM CBCI
2
3•
Y'
b
vu Blcck I/ W C00)
P
3-
NIA'
M
soW mPMn sG•O.S
1'
1.1.YB•
B
N12sw@lEms,w.5)
NI
a m Pn. isG•
alb
lb
a•
a006T5 Aluminum
3A-
&16-
0.0]1•
A36 St.
ve•
&16•
O.OSP
ar. Asw.ssw
I L6'
I Eelo-
000.5• mG.
L•
Ca
Fr 15S Mi. PylT kN
M
Cem (Mn Y.e5 Mel
P
4-
IY
.hmb
Hel. Bbck WA lCYO)
1'
6-
1.114-
UP Ebo U9nCerq
Fe•155 N4 F,r1Ti Eel
NI
Carcrtb (Mn 2
- /1
1'
1dC
Fltle4 So (A41N C50)
Jame
x.'I-Nbck M.6W CB6
212'
6•
41/1•
D
IW"OS5Ek00elehe®
F.tllA Mel. Fu•i6al Mn
Hu6l sm
Cercmh minE k.
r
a•
144-
Am6
CO¢rvM &Mku
p
6'
1d4'
Jumb
He1..N.t Ej.EEII
2-1R'
fi'
1-1/4
MI
9wnem PhD 0.655
1'
1'
1.Ya•
PRODUCTREVISED
BuildinDlCo,loWRb No Florida
NBA-Ne. 17-0420.73
Expiration Data 0324/2020
By
Mlaml-�wl Product Control
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
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 THI S APPROVAL
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE.
M711111111a1
ri,
5) IF BILL IS TIGHTTO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
3) FOR STEEL STUDS, MIN. FU = 45 K$I, MIN FY= 33 KSI.
UCENFF'l(n':i
�•
REQUIRED, IF USED. NON-SHRINK,NON-METALLIC GROUT, MAX 1/4'
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
� `%�J11
THICK &34N PSI MIN.,(DONE BY OTHERS) MUST FULLY SUPPORT THE
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
* No. SBTO$ -
ENTIRE LENGTH OFTHE SILL THAT ISNOT TIGHT TOTHE SUBSTRATE.
BEYON D METAL SUBSTRATE.
C
AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
30N FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
.p '• H I�I�Ji-W�
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING
tam 2". .oeoGYawE °a"
M�"� m GENERAL NOTES AND MAP
�'•,, FIORmDP
'�,�
JURISDICTION.
SS7
''Ar
�Rr.OFAVIH4NT09 SERIES770 H.P. ALUMINUM SGD-LMI
,fill 0"',
JR 04 l O UPDATED TT) FBCMI7, REV. TABLES f B A JAMB OC
®lvxremr .•••�• e.. l-
A. LYMI MILLER PE.
"'m0F
7 rsu w
.x z mf P. NTS 1 + to PGT0004 I G
AEASemS
MAX. UNIT MAX. UNIT
WIDTH 96° � � WIDTH 145 5/16"
MAX. MAX.
DOOR e 6 / / " DOOR
UNIT 6 / / UNIT
HE HEIGHT
6 6 6 6
HEIGHT / /
108" 108"
x0, ox, xx oxx, xxo, Ox0
PRODUCT REVISED
pit9with the FIcAda
...eG Gotlo
ND4-Ro. 17-0420.13
MAX. UNIT Gphp3pp na10 03124/2020
WIDTH 191 1/2" � mi+m
6 B
MAX.
DOORUNIT
e 6 6
HEIGHT
108"
�- `",purnrrp
OO xfXO :� ��: JGENSF''•.�
?:' P
N°. sews
APPROVED CONFIGURATIONS = `
s
ram maovaacrnrch ^`r" 'O�(t`''•.RGRio1;,:'����
xasaroam ELEVATIONS 'r'SS�ONALttiNG`�`
rJ_xr. aPAurmm�ns SERIES 770 H.P. ALUMINUM SGD-LMI r
JR WV17 G NOGLWGESTHIS SHEET. r...ry. °.e n..�ax. m.
. A. LVlP1 MM11£iL P£
SM Geg5D8 au 6GGnonP. I N7S 1 2 + 1G PGT00GQ G P.EA66i 65
3/16- HS CLASS
3/16' HS GLASS
.090' SG
SILICONE
3/18"TA GLASS
.090-SG
3/16"HS GLASKG=LA
3/5'AIGLASS 74
STRUCTURAL
POLYISOeUTYLENE
/a•NOM.
3/16' T G1A55
MH DESICCANT
7/16'NOM1'NOM.Exr.cuss
„KODISPACE
O4SG
82
TPS
83 We•NOM.
GLASS
8079
EREINT.OTA.SS
85
xr: E�ECi�B
HOT-MELTBUWL
55
STRUCTURAL--�1°LAMINATED
7/16:LTAtv11Nt��
INSULATING
slucDNE
GLASS TYPES G6
F�M��
WRH
DESK
��
SUPER
SUPER
3116' HS GLASS
1/4' HS GLASS
SG
.090'
IM. GLASS
.090' SG
3116" HS GLASS
1 /4•HSGLASS 74
6116-AIRSPACE 74
PRODUCT REVISED
complying rilt6 No Flpativ
9/16• NOM.
1/4' T GLASS
_
7"NOM-
ALUMINUM
REINFORCEMENT
Building Code
No".. 17.0420.13
82
ExpNagen Data 03=2020
3/4' NOM.
83 3/4' NDM.
5116• NOM.
GLASS
GLASS
eUrYLa
ey
mla a preauet cpm/e
81 BITE
79 BITEDEsccnNT
FOA"1
DURASEAL®
6-5
M. cLAss
SPACER
EL
54
9/16" LAMINATED GLASS TYPES G4A
1° LAMINATED INSULATING 55
TNT. cuss
GLASS TYPES G6A
POLYISo-
DESICG1Nr FILAREA
BUTT.ENE
N1e•NOM.
SEAL
slucoNESEAt
ROLL -FORMED
STAINLESS STEE
pant
DescriptionMaterial
se XL EDGET"
56
KOmmenmg 4SG TPS Spacer System
Ex.. sass
SPACER
57
Ouanex Super Spacer nXf with Hot Melt Butyl
Gee this
Sheet fur
56
quanex Ouaseal Spacer
Materials
59
Cardlnel X Edge Spacer
INT. GLASS
.yF,' , NO.58705
RCYCH[:IItit I[31 l¢YVn�J: • �w/ 1/. ovoo
GLAZINGNOTES:
a on/u
-
�Ap�:,. TE
'HS"-
Si
HEAT STRENGTHENED
lcmTF06MYDgyMOVE
n.w°
(C '•. ORIDP ,.' ��
T=TEMPERED
'SG' =.090' SENTRYGLASDBY KURARAYAMERICA, INC.
xvEMre RNa15
GLAZING DETAILS
''�,;
ISr0�16ud
cRrr. orAum.mxs
SERIES 770 H.P. ALUMINUM SGD-LMI
�NAL IENs�`
m oun3ny a ND cwwcES TwssHEEr.
ALVNNM
sy �ygy RLL
�ID^C
®
sMMHr. NTS 1 3 u 10 1 PGT0004
G
P.Ed 58725 Bai65
Design Pressure (DP) and Anchor Quantities Required
(For all epproted Can5prabons, Sheo12 and Glass Types Sheet 3)
Doer Une Height
Reinforced lWmlocks
BO'
84'
MY a
=' �
P 1o2'
1C8'
Hea y4ly Aslmgal
6&7/e• DLO
7&7/8' DLO
79-71W DLO
—87-7/8- DLO
91-71T DLO
97.7tW DLO
He",futy Stika
AnchorGmup
Anclmr Goup
AmhorGmup
Anchor Gmup
'Anahor Gr p
Anchor Group
A B C D
A B C D
A B C D
A B T ■Cj D
A B C D
A B C D
Oeslgn Pressum
+904130
• +90=130
+W-130
+904-130
+9d-130
."-130
24'
Ir
OLD
Head/SIII
C8+2
C5+2 G5+2
C6+2
C6+2
C6+2 C6+2
C5+2
C5+2
C5+2 G5+2
C5+2
C5+2
C5+2 C5+2
C5+1
C5+2
05+2
C5+2
05+2
C5+2
C5+2
C5+2
C5+2
Jamb
10
8 8
8
10
B 8
8
10
10 10
10
12
10 10
10
12
10
t0
10
14
10
10
/0
D.InPreasam
+9W--Im
+90430
+9W--130
+904--130
+".130
+90=130
HDLOood/SID
C5+2
CS•2 C5+2
C6+2
CS+2
CS+2 05+2
C5+2
CS+2
C5+2
C5+2
CG+2
C8+2 08+2 CBr2 G8+2
C6+2
C8+2
C8+2
C6+2
C6+2
Cb+2
W+2
C8+2
__
Jamb
12
10 B
8
12
10 8
8
12
10
10
10
14 12 ID 10
14
12
10
10
1s
12
1 10
1 10
Daslgn Pmssam
+9W--130
+9W--130
+904-130
a�+9A-130jmma
.9
Iw
+9W-130
29•
DLO
Heed/891
C5+2
++2
05+2
C6+2
C8+2 Cfi+2
C5+2
C5+2
08+2
C8+2 CB•2
06+2
C7+2 C7+2 G8e2 C8+2
C7+2
C7+2 C7+2
C7+2
C7+2
C1+2
CT-2
C]+2
n
Jamb
12
1 10
1 8
1 8
14 1 12
1 8
1 6
14
12 10
1 10
16 1 14 191011 16
1 18
1 14 1 10
1 to
18
1 14
1 12
1 10
5C=
Oealo Pmsspm
+VW430
•9W--130
+90'-130
+9y ISO
+OW-130
+9W-121.4
5
42•
35'
DLO
Head/Si8
C8+2
+2 C8+2
C9+2
06+2
C6M2
C6+2
C6+2
C7*2
C]+2 CB+2
C8+2
C7+2
Q+2
CL2
C7+2
D8+2
CBK
CA2
C]*1
CB•2
C8+2
CT+2
C]+2
Jamb
11
12 8
8
18
12
10
8
18
14 to
10
18
19
12
10
20
16
12
10
20
18
12
to
Dazlgn Pressure
+e(1=130
+9W-130
+96!130
+9W-130
+9W-ifa5
+9W-H0
4B'
DLO
HeadlSill
C6+3
C8+3
C8+3
06+3
C7+3
C7+3
C6+3
C6+3
C7+3
C7+3
C7+3
C7+3
C0+3
fA+3
C8+3
C0+3
C8+3
C8+3
C7+3
C7+3
C8+3
C8+3
+
C7+2
Jamb
I 16
1 12
1 ID
I 8
16
14 1
10
1 8
18
1 14
1 12
1 10
20
1 18
1 12
1 10
1 20
1 16
1 12
1 10
1 20
1 18
N12A
10
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. O = EXAMPLE ON SHEET 5
HEAVYDUTYASTRAGAL
HEAVY DUTY STILES
N
ALL IMERLOCKS TO BE REINFORCED
WITH THE 966 HEAVY4)UTY REINFORCEMENT
HEAVY-DUTY STILES
1, POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4• SILL
2. WHEN USING THE 21/2' SILL. POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3114' SILL.
POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE IA ON THIS SHEET.
3.2112'. 31/4• AND 4' 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. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE 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 1. 5 86 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
S. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
D.LO. WIDTH =NOM. PANEL WIDTH -T
D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT= DOOR UNIT HEIGHT - 1,866'
LERr. CfAVrI[/A]dtl
4 -10 1 PGTD004
Sill Height to Max. (+) DP
(Water Irdlhadon Rating)
hie Riser Heigh
P) Design
Pressure, Pat
FIIDh-1-tY1'
ammta3
LO.v-2-1/2'
-46.67
Madman -31/4'
+60.0
Hgh-4•
+g00
SEE NU7 E5lJ
1 OH LENGTH F�
OH LENGTH _ OH RATIO
OH OH HEIGHT
HEIGHT
Lrcl EQUALT01
O OR GREATER
O
SEE NOTE 3
PRODUCT REVISED
B.mplyong WIM Me Fladda
I1JIag CC tltl
HUA+40. 17.0420.13
M,imuon 0ate03/24/2020
er �G
M1am1-0jaa PMdeet Camm
DR
_ * ; No. U705
F
�. . tOR.....
�'.S�ONALI0,
ALTNNMIUERFP
Reef 53705
i1)
(3) PANEL, 48'. x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE 'ANCHORS PER PANEVARE THOSE
ATTHE HEAD AND SILL BETWEEN
+2 C7 +2 C7 +2 CLUSTERS OR THOSE BETWEEN
CLUSTER AND A FRAME JAMB.
�• (ADD
MAXADDITIONAL
O.C. •• 6-MAX
ANCHOR
MIDSPAL (20)ACHHEA TOTAL (dJ
AN IFNEEDDSPAN �••• EACH HEAD BSILL
IF NEEDED)
21" (12)
46'NOM. PANEL WIDTH
mm. O.C. ANCHORS
PER
JAMB
06'
(SEE
MAX
SHEET
6 FOR
Ix
CLUSTER
O.C.
SPACING)
I
I•
PRODUCT REVISED
as plying with tno Florida
IIL-llll
.�
Bantling Cotle
xoa-xa. 17-0420.13
•
IIII
y
6 MAYL
¢.pxntlon Date 03/24/2020
DY
•
•rl•• C.L. ASTRAGAL 11
2 e ,��•�• V.V
miam a Product untro
--�i
F— 6' MAX. TYP.
�
SEE CLUSTER
DET., SFR. 6
INTERLOCK
3.5' MAX. ASTRAGAL INTERIOR S' MAX
3 12' MAX
CENTERLINE
O.C. CENTERLINE
_
0
2.04'
05 '
o
ELOW
g•MAX. J 24'MA%. 0.0. LOCATEDCENTEROFPANEL EXTERIOR
ANCHORAGE REQUIREMENTS NOTES: '
1. APPROVED ANCHOR TYPES: SEE TABLE A. SHFJ=TI.
unl///
2. ANCHOR LOCATION SPACINGFOR ANCHOR DUANTTRES SPECIFIED IN TABLE I ON SHEET 4:
tttU
HEAD & SILL ........ _...... FRAME CORNERS. USEZONALSPECIFIED FROM EON AT EACH ASTRRSCANB LOCATION,
K ANDANCHORS
RPANLSHEET4
NTERM INTERSTERMEDIATE ANCHORS CORNER
PLUS SPECIFED QUANTITY OF ADDRIONALINTERMEDIATE ANCHORS PER PANEL THE B'FROM CORNER ANCHORS CAN BE INCLUDED),
PLUSB'MAXSPECIFIED
ADDITIONAL ANCHORS 24' MAX. ON CENTER.
* f No. 58705 -
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL INTERLOCKS ON SHEET 6.
L '*
JAMBS 6' MAX. FROM BOTTOM AND 21' MAX. D.C.
�A ••' Ig) T
.........................
UTILIZING JAMB ANCHOR QUANTITIES FROM tom rErJetutocrm'mt:
/t'� /s ANCHORAGE SPACING &EXAMPLE PLANS
F
TABLE ON SHEET 4. •R
ryrr)rEayoo
//iS�ONAL EC`�`•
u1i
n cerr. oPAwxpJpmnSERIES770H.P._ALUMINUMSGD-LMI
JR MV"7 G NO CHANGES THIS SHEET. y_.., ey„ 5'n,e C"y n' w'
Nil""
A.LYMMILURRE.
®
SM 0&A509 rtu rnxomn s4DlmRR NTS 5 s f0 PGT0004 G
P.515 m5
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON
MINIMUM ALLOWED.
2. METAL SUBSTRATES SIMILARTO WOOD
SUBSTRATES AS SHOWN.
DIAGONAL, O.C. DIMENSION IS 4.051' IN THE
HEAD & SILL, 6' IN THE JAMB. '
21116•' 2x WOOD FUCK TYP.,
EDGE DIST SEE ANCHOR NOTE
—ISEE TABLE 7E— 3. SHEET 1
LTABLE SHEETI 5ANCHC
1/q•_ EMBED., SEE TABLE A, SHEET
SHIM
MAX
U4" MAX. SHIM
WOODANCHORTYR,SEE 1x WOOD
ANCHOR NOTE 2. SHEET 1 BUCK TYP.,
DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEEANCHOR
WOOD INSTALLATION NOTE 3, SHEET
CONCRETE
ANCHOR TYR.
INT.
1.75'
ASTRAGAL OR
INTERLOCK
CENTERLINE
4.061' 2.04'
p' 2-TRACKASTRAGAL•/
MTERCOCI<�j"
EDGE DIST., SEEANCHOR - L
SEE TABLE 2-1/16'• NOTE I, SHEET
SHEETI ONCRETE
EDGE DIST.,
EXT EMBED..SEE DETAILD 2-TRACKFRAME JA7,1B SEETABLEA
L TABLE A, SHEET CONCRETE MSTALL"AT10N SHEET
114' r 2x WOOD BUCK TYP., SEE 1x WOOD
MA' J ANCHOR NOTE 3, SHEET I BUCKTYP.,�
SHIM W06D ANCHOR TYR, SEE SEEANCHOR EXT.
ANCHOR NOTE 2, SHEET 1 a EXTERIOR INTERIOR NOTE 3. SHEET 1
DETAILS 2-TRACK FRAME HEAD (ALL VERT. SECTIONS) 1/
WOOD INSTALLATION MA
EMBED.,SEE SHI
TABLE A, SHEET t2-1/16-
WOOD ANCHOR TYP., SEE GE DIST.,
ANCHOR NOTE 2. SHEET I i!4'MAX SHIMETABLEA
HEETI
2x WOOD BUCK TYP.. SEE
1/4'MAXANCHORNOTE3,SHEET(SEEANCHOR EMBEDSEE 114°ANNOTE 6, SHEET 1) TABLE A SHEET i • (SEE AN(
WOODANCHOR NOTE 5, SF
FXT,TYP., SEE ANCHOR EXT.NOTE 2, SHEET 1 WOOD BUCK TYP., SEE I
2-1/16°• I EDGE DIST.. E%T. ANCHOR NOTE 3. SHEET
F-'SEE TABLE DETAILE 2-TRACK FRAME JAMB CONCRETEANCHI
SHEET 1 WOOD INSTALLATION SEE ANCHOR'NOTE ty
DETAIL TRACK FRAME SILL i
' WOOD
INSTALLATION CiNDETA62L
ENT.
MY
7' —1
TD06
MIAG..C.
PRODUCT REVISED
plying with the Florida
oing
EMBED.,
Bugdcoda
SEE
NOA-No. 17-0420.13
TABLEA,
ExplmUon Data 0312412020
SHEET 1
O
Miam vro u< coow
y ; No. 58705 *_
cERr. oF..wrH rmsS SERIES 770 H.P. ALUMINUM SGD - LMI � JR L
Oa0m17 G CHANGmJAMB OCTO B'. rn,wnem armx uk e..� a.-- — aIrMN MIUFn,PE.
SG07NHP. NT9 6 a 1D PG7WB0 G REA58705
SM 04'pi99
SINGLE
K
l TERLOGY
LOCIt51/L£
INGLE
SINGLE
LOCNSRLE
ININGL
D
LOCNSRLE
SINGLE
INURL=
%( A
/VL
LOLXtUILE
SINGLE
wrmtaclr
LSINGLE
aTnw
INTERLOCK
OLff
Fyn
LRmm7
SINGLE
011T
PFTERLOCK
=`�
N
ASTRAGAL Dif
SINGLE
IN
INTERLOCK
.
CIN
SGLE
ASMG9/.
INTERLOCK
IN
fflaaM
SINGLE
FIXED
P
INTERLOCK
LOTX(e x
FDXD
SINGLE
R
LOCKBnLE
wrERLGGK
T
aG
AMaDeM
o
UT
LDLXS LE
TASmsa
FD(ED
IN
LOp(81/1E
,M
SFIXED
—
�i ASmM
LOfXSTrtE
01)T
SLOCKST/LE
AG
_LP
/I IN
G:
NOTE:
REINFORCEMENT QTEM #66) REQUIRED ATALL INTERLOCKS.
4 INTERIOR
F(ATLL PANEL TYPES)
1L., EXTERIOR
D.L.O. WIDTH = NOM. PANEL WIDTH -7•
D.LO. HEIGHT= DOOR UNIT HEIGHT - 10.125'
PANEL HEIGHT= DOOR UNIT HEIGHT -1.866•
JAMB DETAIL'K' OR'L',
NOTE:
SIR. 8 & ANCHOR
1. MAXIMUM NOMINAL
DETAILS'D'8'F,SHi.6
INTERLOCK DETAIL'J',
PANELWIDTHFORALL
SHT.8
PANEL CONFIGURATIONS
EQUALS 48'
ASTRAGAL DEUMIL'M', SHT.8
HEADEROET'AILT, SHT.8
EXTERIOR
B ANCHOR DETAILS'A','B'
SH 8'F, T. 67
191 1R-MAX UNITWIDTH
41' MAX. NOMINAL
D.L.O. PANEL
WIDTH r.—_rWIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
.IT
1.
'D'
P.
97 7/8' 101
MAX MA
Da
D.L.O. UN
NT'
SEE
,HI
TYP, M
REINF.
NOTE
REINF.
3
—_
I•
K
T
T
SEE FRAME & OXXO (P TRACK) SILL DETAIL'H', SHT.88 1
PANEL CORNER ANCHOR DETAILS'C' 8
CONSTRUCTION 'G', SHT.6
DETAILS BELOW SILICONE
BY OTHERS
Next^
PH SMS
#1, X1.60°
PH SMS
PANEL CORNER FRAME CORNER
DETAIL DETAIL
NOTES:
1. SEE THIS SHEET FOR INDIVIDUAL PANEL CONFIGURATIONS. MAX.NOMINAL
PANEL WIDTH =48°. SEE SHT.8 FOR SECTION DETAILS AND SHTS. 4-6 FOR
ANCHORAGE DETAILS.
2. MAX. OLD WIDTH= 41°; MAX. DLO HEIGHT = 97 7/8', MAX PANEL HEIGHT = 106 W.
3. (1) LOCK (ITEMS 76 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103)AT FRAME JAMB OR ASTRAGAL
r ..WA aMW
SERIES 770 H.P. ALUMINUM SGD - LMI
a..
aGRsmx.F. PfTS 1 7 + 10 PG70004
PRODUCT REVISED
plyyln9 WiN the Florida
Bull4lnp Cad.
HoA-No, 17-0420.13
Eapltatlon Date 0312412020
07
MlamiOpWPm4uct Contm
#.: No. 5B705
SILL RISERS OPTIONS
(SEETABLE D-P. LIMIT SHEET 4
SEE SHEET 6FOR FOR
INSTALLATION DETAILS) 21
to
En. EXT, 255s
Isar
J
FLUSH BOX SILL RISER LOW BOX SILL RISER
(NOT VALID FORWATER (2-W)
INFILTRATION RESISTANCE)
15
EXT.
411.r
FLUSH FLAT SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
LOW FLAT SILL RISER
(2-1n7
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
STANDARD CLIP OPTIONAL CLIP
W/RETAINER#106 W/RETAINER#123
DETAIL W (FIXED PANEL)
OETAIL'O'SCREEN aEXTERIOR INTERIOR L, -- —p
AT SILL (ALL VERT. SECTIONS) r
UETAIL'P SCREEN
(2-TRACK SHOWN) ATJAMB
(2-TRACK SHOWN)
MEDIUM BOX SILL RISER
(3-1/4')
22
EXT. 325s
MEDIUM FLAT SILL RISER
(3-1/4')
ryap.rear400
CfliT. CFAUIHll3W
24
4.OSs
EXT.
U
HIGH BOX SILL RISER
(4°)
25
4.05s
EXT.
HIGH FLAT SILL RISER
(4°)
MAX IOW W 71W
OOORIINR MAX.
HEIGHT DLO
TYP.
g u 10
4 INTERIOR
CALL HORIZ. SECTIONS)
V EXTERIOR
DETAIL T
DETAIL Tr
PGTO004
ASTRAGAL
DETAIL'M'
PRODUCT REVISED
6ullEin9°ICI Oewi1A lb. Rarlas
ROA-N.. 17-0420.13
UpImVon Dato 03MW2020
6y
mmmFD vrp..m uvu
.k No. 58705
RE
Rem
DPDT#
PGT#
Description
1
17308
517306
2-TRAC3i HEAD
2
17303
817.XO
2-TRACK HEAD WITH SCREEN RAIL
5
17314
61M14
FRAME SCREW COVER
6
17317
617317
FRAMEHEAD/JAM9ADDON-
7
IM
017301
2-TR4CK81LL
8
17301
almol
2-IRACK SILL WRN SCREEN RAIL
11
17313
617313
FRAME SILL TRACK INSERT
14
17MS
elmm
2-TRACK"13
15
1730E
81730E
DTRACK JAMB WITH SCREEN RAIL
18
1732E
6173V
SLLRGER
19
17319
817319
SILL RISER -HOLLOW
20
Imi
817321
SBA RGER-LOWFLAT
21
9310
017318
SILLRGER-LOWHOLLOW
22
I3
6173M
SILL RISER-MED FLAT
23
17354
61735/
SILL RGER-MEDHOLLOW
24
17329
617320
SILLRIBER-WGHHOLIDW
25
I=i
eina
SILLRSER-KGHFTAT
ITEMS
4053 ARE SCREEN PARTS:
40
4319
Blum
SCREEN SIDE RAIL - LOCRSTILE
41
7LOCKWGSK
SCREENLOCKSET
42
41876
SCREEN KEEPER SPACER SET
43
-8152
6815E
SCREEN INTERLOCK ADAPTER
44
M28
64428
SCREEN DOUBLE INTERLOCK
45
4317
8122BB
SCREEN TOP RAIL
46
4318
812257
SCREEN BOTTOM RAIL
47
am
7SRAZ
STANDARDROLER
48
E68
7SRAX
STANDARD ROLLER-ST. STL
49
434d
6414
SCREEN ASTRAGAL
50
17549
017M
OXO SCREEN ASTRAGALADAPTER
51
169E
8169E
SCREENSPLWE-AW
52
1894
8/eB9
SCREENSPUNE-.150'
53
61816C20
SCREEN CLOTH
54
1725
12' X4' XIIIV SETRNG BLOCK
55
1728
1' XC X VIV SETTING SLOCK
61
17326
617326
PANELSTRE(NEAWDUTY)
62
17W7
617327
INIERLOCKADAPTOR
63
1225
6TP248
VW1'L RULE WSTP.-IHIN(INSIDE WTERLOCK)
64
1729
71729
SILL END WEAIHERSTRP PAD
85
17M8
817375
INTERLOCK SCREW COVER
68
17346
817346
INTERLOCK ALUM REWF.(PANEL -T)
Item
Dwg.9
PGT#
Description
68
17339
61nZI9
HEAW DUTY ASTRAGAL
69
IM4
617324
TOP 6 BOTTOM RAC
TO
I7350
4173M
WEATHERSTRIP EXTENSION(WJECTION MOLDED)
71
In5
7105
44B X P XX4' HIGH FIN SEAL DUST PLUGS
n
8153
7815U
TANDEM ST. SiL ROLLER ASSY.
73
8153
7815M
TANDEM NYLON ROLLERASSY.
74
SILICONE
DOWE89, DOW5950R GE -nag
75
8185
78IBSX
GEMINI MORTICE II -PLY DUAL LOCK WA.ONG TRIM PLATE
78
710MIFPFX
NI0,MXPFLS.S.SCREW W1WPE-P71P
n
71D3239
1042STEELZNCUNU7
79
IMID
617357
PIG BEAD .
BD
17359
517359
1711V BEADI FIXED PANEL CUP
81
17WO
617360
9/16'BEAD
62
I=
W247K
JVINYL BULB WEATHERSTRIP
83
81745
1745
LOWE INC,92' X111V SGL SIDE ADH. TAPE, POLYETH.
IN
8D52
48052
ftDILER ADl HOLE PLUG
101
72097
JAMB BUMPER
102
law
71890
DLGTPLUG
103
5186
78186X
I -KEEPER
lot
So
78DKEEP
SCREENLOCKKEEPER
105
17344
617W
FIND PANEL CLIP -V LONG
IN
17NS
617US
EXTERIOR FEED PANEL RETAINER -W16'
107
1739
71739
FMNDIE KR-INTERIOR RAGED WITHiHUMSTURN
10
1740
71740
HANDLE KR-RACED E%TEWOR HANDLE
IN
Inn
76162SN
HANDLEKR-RECESSEDBTTERKIRWIM UMBTURN
110
1732
76178
HANDLE KIT- RECESSED EXTERIOR PULL
III
7IDX31PPSDAX
#10 XX4' PN. PN. TEK -S.S.
112
1235
678I8 -
WSIP,.270' X.170--FIN SEAL
113
1712
64066
.187' X.23P FPISEAL
114
710I15PPX
#10X1-112
115
710%PPT
#10X1'
Ila
7MIX
#1440XPS.5.
117
MOX11V
#1620XMU5.6.
123
17352
817352
FlFED PANEL RETAINER, 7/8-
NOTES:
1) ALL ALUMINUM = 6063-T6 -
2) ITEMS # 3, 4, 9-10, 12,13, 16,17, 2639, 60, 67.78, 84-99 8118-IM ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
PRODUCT REVISED
e�nm,",e1ge�..lm e6o Proaaa
NOA-Na. 174420.13
Erylrallon Date 0324/2020
BY
MIaM 0106 Produ ConVa -
3H
cmr.LrwrN�1I �/ I SERIES 77O H.P. ALUMINUM SGD-LMI"pi'vnL `tr-
JR 009X17 G NO CfiANGES iH/S SHEET. a4.mr3namn ", ,,,, ..»... A myr rlIN U11`
A. LYAN MILLER RE
SM OBBS99 R41 '" anaaFn� saD7mNA.. MS 9 -10 P... G PEAe6]9s
�'j 0.06r 0.284' �'1I 1A5IL�L�y1.H_I4n1NLl�
050, 7.3813o3' 0718"�1• 1101003`-1
06
0.75T 1.36" 0.081•2020.062 � 0.1
l.
6e0.045
FIXED PANEL CLIP/I 0.050" '
INTERLOCK SCREW COVER FRAME BCREW COVER GLAZING BEAD(7116•) GLAZING BEAD(91167) GLAZING BEAD (1'LG.) FLXED PANEL CLIP I
(55) MAT L: 6063-TB (5) MATL'6063-TB (80) MATL: 8063T6 (81) MATL: 6063-T6 (79)MAT1: 0003-T8 (105)MATL'6063-T6 �j0.0a1-
I�- 4.126' 6.198' 4.49'
0.080' 0.062° 8.798'
1.152' 1.858' 5.089'
0.062' 1.3+04" 1271' 1.505° 1.739' I--` 0.081•
3.25• --I 2-TRACK HEAD W! SCREEN TRACK 2-TRACK SILL
(2)MATL•6003-Te 0.232° (7)MATL: 5063-T6 INTERLOCK ADAPTER
TO(69) MAOM BOTTOM RAIL r0�j (62)MATL: 6083-T6
(69) MAT'L• 6063-T8 3.979° - 1
IIVII1.46T [Zj6.221'
2-TRACK JAMB WL
UH J0.082" �� L505' 2-TRACK JAMB SCREEN TRACK
0.0]5" FLUSH FLAT SILL RISER (f 4)MATL:fi083-T6 (75)MATL'8083-T6
0.133' 1.845'
08)MATL: 6063-T8
�6-4 ;
1.87T 0.080' PRODUCT REVISED
2-TRACK SILL W/SCREEN TRACK pl to Mh the Flon4a
I-- 3.125' np8t• r1 (8)MATL Wo-TB 6uuaine �o�
HEAVYDUTY STILE
(61) MATL: 6063-T6
5.069' 11.6j5�4" -�
1.211.0.080-
081'
2-TRACK HEAD 0,250'
(1IMAM 6063-T6 REINFORCEMENT
0.760' 66 L MAT6063-T6
-� r- 0.750' (66ELLENGTH-B-)
IBr
0.062°
0.760
3.305'
COST
2555' 0
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER
(24)MATL: 6063-T6 (23)MATL: 6063-T6 (21)MATL: 8063-Tfi
I-- .7
9'0.080'
-J11II1
0.709'0.062' 711
SCREEN STILE0.75r
(40) MAL• 603Tfi 0.080'
001.045- I
�L
o
.55254• SILL RK
1'm. "(III M!ATL-60fi3-T6 FIXEDPANEL FIXED PANEL
0.062RETAINER. Ile" RETAINER, 9116'
SCREEN 70P RAIL fl0.875' (123) MATL• 606346 (106) MATL:6063-T6
(45) MATL• 6063-T6 1 993 0232'
L 0.062'
SCREEN BTM, RAIL 0.232
(46)MATL: 6063-T8
0.232'
Imo- 0.006' 3.955"
3.205'
2.455'
.062' �IIuIII
LI 1.587' � Ij
�1L 0.062- -�iI - 0.062'-�-IF�- 0.062'-•-IF--
FLUSH BOX SILL W 6ER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER
f 191 MAT1- RnR1.TR (20 MAC l22)MATL: 0063-TB 25 MATL: 6063-TB
pf) o-1 m
C T.U'AUI.h
10 • 10
PGT0004
No".. 17-0420.13
eapl®9ao Data 03/24/2020
9
my
iam preeue centml
*: NO, 58705
RE