HomeMy WebLinkAboutNOA- SLIDING GLASS DOORMIAMHD►ADE
DEPARTMENT OF REGULATORY AND
BOARD AND CODE ADMINISTRATION
NOTICE OF ACCEPTANC
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
SCOPE:
This NOA is being issued under t
materials. The documentation subs
Product Control Section to be used
Having Jurisdiction (AHJ).
SCANNED
BY
St Lucie County
MIAMI DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
RESOURCES (RER) 11805 SW 26 Street Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.eovleconomy
applicable rules and regulations governing the use of construction
ed has been reviewed and accepted by Miami —Dade County RER—
Miami—Dade County and other areas where allowed by the Authority
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 in I er, 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 �r material fails to meet the requirements of the applicable building code.
Thus product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocit� Hurricane Zone.
DESCRIPTION: Series ` 770—HP" Alnrn aiingyGlass"kl9o1111o �'w"�'/ARe nF9x -e fS Lew".
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 RATINI Lprxge and Small ]YDss14 P1 esr�tant
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 tiled and there has been
no change in the applicable building code negatively affecting the performance of this product.
I
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 Idate 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.
I NOA No 17-04Z0.13
�i•DADE Expiration Date: March 24, 2020
Approval Date: October 05, 2017
I Page 1
I He Copy
PGT Industries, Inc.
A. DRAWINGS
1. Manufacturer's die wings. and sections.
2. Drawing No. PGTO 04, 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 an sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Reference Test rep A 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 marke -up drawings and installation diagram of Aluminum Sliding Glass
Doors (w/ PS, Su , 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/and 06/20/16; all signed & sealed by Idahnis Ortega, P.E.
(Submitted unde previous NOA No.16-0629.07)
2. Test reports on: �1) Uniform Static Air Pressure Test, Loading per FBC,.TAS 202-94
rLarge 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.
FT1-7825, dated 06/10/2014, signed and sealed by Idalmis Ortega, P. E.
(Submitted under previous NOA No.15-0106.08)
3. Test reports onr 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 20294
along with marked —up drawings and installation diagram of Aluminum Sliding Glass
Doors (Sam Iles 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)
rJorge M. Plasencia, P. E.
ct Control Unit Supervisor
-� NOA No.17-0420.13
Expiration Date: March 24, 2020
Approval Date: October 05, 2017
E-1
PGT Industries, Inc.
B. TESTS (CONTINUED)
4. Test reports on: 1) �Iir 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) �orced 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-
59981;, dated 12/2�/09, revised, signed and. sealed by Julio Gonzales, P. E.
(Submitted under revious NDA No. 09-0826.12)
5. Test reports on: 1), Air Infiltration Test, per FBC, TAS 202-94
6.
along with mai
Doors, prepare
5998, FT"0
Gonzales, P. E.
(Submitted uni
Additional ref
FTL- 5254.
C. CALCULATIONS
1. Anchor verii
Edition (201
04/18/17 and
2. Glazing com
D. QUALITY
1. Mai
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3') Water Resistance Test, per FBC, TAS 202-94
�) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC; TAS 203-94
�) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
,d-up drawings and installation diagram of Aluminum Sliding Glass
by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--
5 and FTL--6012, dated 08/07/09, all signed and sealed by Julio
previous NDA No. 09-0826.12)
nce supporting Test Reports No.'s AT172138.01-401.-18 and
;ion calculations and structural analysis, complying ' with FBC 51h
and FBC 61 Edition (2017), prepared by manufacturer, dated
ised 08/14/17, signed and sealed by Anthony Lynn Miller, P.E.
.s with ASTM E1300-04/ 09
Department of Regulatory and Economic Resources (RER).
E-2
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
PGT Industries, Inc.
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptan%e No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas (Clew% and White) InterlayW' 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 off' conformance to and complying with FBC 5a' Edition (2014) and
FBC 6' Edition (2017), issued by manufacturer,' dated 08/14/17, signed and sealed by
Anthony Lynn iller, P. E.
3. Statement letter�of no financial interests, issued by manufacturer, dated 04/18/17,
signed and seal by Anthony Lynn Miller, P. E.
4. Lab compliancd as part of the above referenced Test Report No(s) FTL-8717, FTL-
8970 and FTL-i968.
5. Laboratory compliance letter for Test Report No. FTL--7825, issued by Fenestration
Testing Labor4tory, Inc., dated 06/10/14, signed and sealed by Idalmis Ortega, P. E.
(Submitted u der previous NOA No.15-0106. 08)
6. Laboratory a dendum 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 07)
7. Laboratory compliance letter for Test Report No. F TL-7468, issued by Fenestration
Testing Laboratory, Inc., dated 09/13/13, signed and sealed by Martin D. Brinson, P.E.
(Submitted under previous NOA No. 13 1009 07)
8. Proposal, dated 06/04/13, issued by the Product Control, signed by Jaime D. Gascon,
P. E. I
(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 NOA No. 09-0826.12)
10. Proposafs No.'s 094177 A, dated 05105109, 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 - LALI.", approved on
08/04*/l6 and expiring on 03/24/20.
orge 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
MAX.
DOOR
UNIT —
HEIGHT
108"
MAX. UNIT MAX. UNIT
WIDTH 96" �— WIDTH 145 5/16"
mm W 001
vv
M
DC
U
W
11
MAX.
DOOR
UNIT
HEIGHT e a e
108"
MAY IINIT
-
WIDTH 191 112"
s s
4X.
41T e e
J
J
GHT
V
vv
OXXO
APPROVED CONFIGURATIONS
' m vna A smarm ELEVATIONS
Cr. Q�," m on% SERIES 770 H.P. ALUMINUM SGD - LMI
m�" VR .+.r.t ® l o.rae.
A+'�+i� ® s0o77orw NTS 2 .10 POT0004
PRODUCT REVISED
as eom w,ta Du Ploms
B"Oding- Codi
Bun E 17-0420.13
E'aptraoon Dale 031241=0
6r
nAUMF-u v uct conwa
�: •'' �JCENgF •.:� �
No.58705
t TE-
TigF .--*
X LYlN7 MILLER PF.
REP 58705
3/16' HS GLASS
301V HS GLASS .090' SG
.090' SG 3116' HS GLASS
3/16" HS GLASS 74 3/8' AIR SPACE
311V T GLASS
7/16" NOM. 1' NOM. /
3/4" NOW U3 3/4' NOM.
—GLASS GLASS
80 BITE 79 BITE
EXTEMOR EXrERM �.
54
7/18" LAMINATED GLASS TYPES G4 1' LAMINATED INSULATING 5
GLASS TYPES G6
3116- HS GLASS
114' HS GLASS ,090" SG
090" SG 3/16" HS GLASS
1/4"HSGLASS 74AIRSPACE
4' G NOM.
9116' NOM
`J 3/4' NOM. 3/4' NOM.
GLASS GLASS
81 BITE 79 E BITE
WCTER65
a
MaEF Ft
54
9/16" LAMINATED GLASS TYPES G4A ' 1"LAMINATED INSULATING
GLASS TYPES G6A
Pant)
Description
Material
58
KcmmedN 4SG TPS Spacer System
57
Quenex super spacer nXT with Hot Melt Butyl
see this
Sheet for
Materials
58
Quanex Dwaseal Spacer
59
Cardinal )L Edge Spacer
GLAZING NOTES:
'HS"= HEAT STRENGTHENED
lam TECIVO ooymm
T = TEMPERED
M tVWMCI-Rams
SG' = .09W SENTRYGLASe BY KURARAY AMERICA. INC.
Lw1)480-16W
�_ __ __.—
c8rr. OFAurR omm
STRUCTURAL
174' NOM. "
POLYWORLITYLENE
WITH DESICCANT
E,T class
KODISPACE
Q
4SG TPS
INr. MASS
HOT -MELT BUTYL
�3TTZL1CIl1RAL
F sIGO
FOAM
9116'NOM.
WITH
DESICCANT
OCT.GLASS
SUPER
0 SPACER® NXT-
INT. GLASS
PRODUCT REVISED
ALUMINUM
as eompbina with the Florida
f?odo
REINFORCEMENT
NOA-No. 1740420.13
KOA-W
E Wrauan Data 03124IM20
St16' NOM.
BUTYL&
BY
DESICCANT
Ml uet Con
A""
DU RASEALO
�, �
SPACER
MT. GLASS
POLY160•Ff'WIT,
NT FILLAREA
BU fLENE5/15"NoM.
SEAL
CCNE SEAL
ROLL -FORMED'
STAINLESS STEE
OXL EDGE"°
t U I I i i i,,,''
FM. GLASSSPACER
��\� IV-
GEN
.OLASS
No. 58705
_ '
�OTS TE
' S�ONAL tE�.\\\
ILUM/NUM SGD - L.Mf
o.+orr A LYNN MILLER P.
9 + 10 PGT0004 G P.E s fi8T05
►\
EXAMPLE OXX ANCHORAGE PLAN:
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE
+2 C7 +2 C7 +2
wYx YYw
'MAXO.C. Y:, ww YY Y 6"MAX
(ADD ADDITIONAL
24(20) ANCHORS TOTAL @ w
ANCHOR MIDSPAN EACH HEAD & SILL
IF NEEDED)
!ANCHORS PER PANEL• ARE THOSE
AT THE HEAD AND SILL BETWEEN
CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
21" ' (12)
48' NOM. PANEL WITH MAX O.C. ANCHORS
PER
Y w Y JAMB
108• (SEE
MAX SHEET
FOR
Y CLUSTER-
O.C.
w w Y
SPACING)
Y Y�Y YYw 1 6•MAX
--4 1- — W MAX. TYP.
SEE CLUSTER DET., SHT. 6
INTERLOCK 3.5' MAX ASTRAGAL INTERIOR e' MAX.
3.10 MAX CENTERLINE O.C. CENTERLINE
0 0 0
2.04•
0I oL0 0 0 0
--LOCATED EIELOW
g• MAX 24' MAX O.C. CENTER OF PANEL EXTERIOR
145-5/16' MAX
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHOR TYPES: SEE TABLE A, SHEET 1.
2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:
HEAD & SILL..........„... W MAX. FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION,
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE S' FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24' MAX ON CENTER
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 5.
JAMBS .................. ..... 6' MAX FROM BOTTOM AND 21' MAX O.C.
UTILIZING JAMB ANCHOR QUANTITIES FROM Imo ma oGYortive: °`•t"
TABLE ON SHEET 4. KV8V=a34Zn ANCHORAGE SPACING & EXAMPLE P1
CERr OFAM AMDE SERIES 770_H.P. ALUMINUM SGD - LMI
conemrramn c
"?r'�PaHa NTS 5 - 10 o.+,r 11GT0004
. F 24' MAX. O.C. i — C.L ASTRAGAL
PRODUCTREVISED
the Florida
Bulldlog Cod��
NOA-No. 17-0420.13
R.PlrNRon Date 03/24/2020
Wmrnl-O�o Product Control
`Illt ll lilt,,
�'YN
u SF `tt`
No.58705
1NAL I,111
A. LYMI MUER P.E.
P.E.N SBM
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.
21/16'.
2x WOOD BUCK TYR,
EDGE DIST., SEE ANCHOR NOTE
EE TABLE
_ SHEET 1 S. SHEET 1
5.84'
6°
MIN.
DIAG,
O.C.
`TYPICAL JAMB ANCHOR PAIR FOF
DETAILS 101 &'E`SEE ELEVATi01
FORO.C. SPACING. SHEEYS—
SEE TABLE A 2-1/ 6 NOTE 1, SHEET 1 j : ; 2-TRACK, ASTRAGAL / INTERLOCK
SHEET I :: ' PRODUCT REVISED
• : -; .. ONCRETE 7 ANCHOR CLUSTER - C7
.: as crampttO�p trill the Florida
eMED., SEE� DETAIL D. 2-TRACK FRAME JAMB EDGE LEA EMBED , oulidi�GodEXT. fSEETABLEA SEE ND1FNo. 17-0420.13
A, SHEET 1 CONCRETE INSTALLATION SHEET 1 2-1/16' • .
TABLE A, explratbnDate 03124/2020
1/4° r 2x WOOD BUCK TYR, SEE 1x WOOD -� � ', SHEET I By
MAX
J ANCHOR NOTE 3, SHEET 1 BUCK TYP., ra ; mtamlVa3WProduct cones
SHIM W,61ANCHORTYP.,SEE SEEANCHOR .
ANCHOR NOTE 2, SHEET 1 . a EXTERIOR INTERIOR I:> NOTE 3, SHEET 1
DETAIL B. 2-TRACK FRAME HEAD (ALL VERT. SECTIONS)ONCRETE
WOOD INSTALLATION EMBED., SEE MAX
TABLE A, SHEET 1 SHIM
WOOD ANCHORTYP., SEE EDGE DIST., NCRETE ANCHORTYP.,
ANCHOR NOTE 2, SHEET 1 114' MAX. SHIM SEE TABLE A
SHEET 1 SEE ANCHOR NOTE 1, SHEEP 1
DETAIL R 2-TRACK FRAME HEAD
2x WOOD BUCK TYR. SEE CONCRETE INSTALLATION
114" MAX. ANCHOR NOTE 3, SHEET �71
(SEE ANCHOR EMBED.. SEE 1/4" MAX, 2-1/16'"
NOTE S. SHEET 1) TABLE A; SHEET 1 2-1/16" • (SEE ANCHOR GROUT AS REa
WOOD ANCHOR NOTE 5. SHEET 1) CONCRETE
EXT_ ^' TYR, SEE ANCHOR EXT. � � ``��niuri�rr
NOTE 2, SHEET 1 >=W
2x WOOD BUCK TYR, SEE t' � � _' ' `r'.`• ;' EMBED., SEE `�' ��............
2-1/16' • EDGE DIST.. EXT. ANCHOR NOTE 3, SHEET 1 ;. ; : e :;; y.,. M1 TABLE A. SHEET 1 VSF''• ��
SEE TABLE A DETAIL E. 2 TRACK FRAME JAMB CONCRETE ANCHOR TYR, ` * No• 58705
SHEET 1 EDGE DIST. .
DETAIL C, 2-TRACK FRAME SILL WOOD INSTALLATION SEE ANCHOR NOTE 1, SHEET 1
WOOD INSTALLATION ' DETAIL G. 2-TRACK FRAME SILL A, SHEE LE r ^
A, SHEET 1 'I )8' 1 2_
ANT ASTRAGAL OR
INTERLOCK
CENTERLINE
1.75'
3.5' 7'
2.04"
4.051" 3 5' 7'
2-TRACK, ASTRAGAL / INTERLOCK
E T, -EMBED., SEE 5 ANCHOR CLUSTER -05 6 ANCHOR CLUSTER - C6 B ANCHOR CLUSTER - C8
TABLE A, SHEET-1_ 2.06'
MAX. EMBED., SEE TABLE A SHEEP Imo-
SHI M 1/4' MAX. SHIM -+j I EDGE DI
WOOD ANCHOR TYP., SEE 1x WOOD = SEE TABLE A
ANCHOR NOTE 2, SHEET 1 BUCK'IYP., �' SHEET 1
DETAIL A. 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR
WOOD INSTALLATION NOTE 3, SHEET 1
CONCRETE ', +2-1/'�•
ANCHOR TYR, 'r
EDGE DIST, SEEANC14OR '
ASTRAGAL OR -
ANT.
INTERLOCK
CENTERLINE
7t
2. "
4.051"
CONCFETE INSTALLATION O.c� STA F : '�[V`
' NYEML,g81Z19 /WCHORAGE EXAMPLE CLUSTERS %; �S+•F��RIDa,.•
1afJtmo-rsnn ,� �s��NALiENG•``
JR ada�n o cEv weFe oc To e' COM or:AM rims SERIES 770 H.P. ALUMINUM SGD - LMl
mararar7omn 9e.�rde °ice �"° °"'+ram — A.LYWMRI.EKP,E
^� �UT HA NTS B e 10 POT0004 G PEA 58705
e..
ti
r
!
a�
, a•
r �
®
■ ti
ti
!
)rn.
NOTE:
REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS.
4 INTERIOR
(ALL PANEL TYPES)
EXTERIOR
D.L.O. WIDTH = NOM. PANEL WIDTH - r
D.L.O. HEIGHT = DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT -1.866'
JAMB DETAIL IC OR'L'. NOTE
SHT. 8 & NCHOR 1. MAXIMUM NOMINAL
DETAIL' 8'E', SB INTERLOCK DETAIL'J', PANEL WIDTH FORALL
SHT. 8 PANEL CONFIGURATIONS
EQUALS 48'
ASTRAGAL DE�S�'D
,�HT.
. HEADER DETAIL T, SHT. 8
EXTERIOR & ANCHOR DETAILS'A','W
&'F, SHT. 67
191 1!1-MAX. UNIF WIUIFI
41' MAX. NOMINAL
D.L.O. PANEL
WIDTH WIDTH
PANEL
PANEL
`PANEL_
PANEL
TYPE
1TYPE,.
TYPE
TYPE
P.
REINF.
SEE
NOTE
3
9� M7/8_MA
D.L.O. N
Typ, TY
L
F
T
r.
SEE FRAME & O)O(Q (2 TRACK)SILL DETAILif, SHT. B &
PANEL CORNER ANCHOR DETAB.S'C' &
CONSTRUCTION G', SHT.6
DETAILS BELOW SILICONE
BY OTHERS
#8 X 1'
PH SMS
#10 X 1.60'
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. OLO WIDTH = 41'; MAX. DLO HEIGHT = 97 71W. MAX PANEL HEIGHT=1061/8•.
3. (1) LOCK (ITEMS 78 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB OR ASTRAGAL
K yr �� rr� PANEL TYPES /EXAMPLE ELEVATIONS
CarT.OFAUIX A?M6
SERIES 770 H.P. ALUMINUM SGD - LMI
.e.ar+e sam a+,c nrvr..
sOD7lOH.P. NTS 7 a 10 PGT0001
PRODUCT REVISED
as =plylog with the Florida
Building C o
NOA-No. 17-0420.13
EpIraHon Date03/2412020
sy
Miam
` ��•��p1Y LYN,y2fi ��'�.
* : No.58706 *�
0ZONAL V
,���
A.Li1,1/M &1Wp.E.
REJ 58M
w452
112
52 61
63
DETAIL TI' SCREEN
AT HEAD
(2-TRACK SHOWN)
J
PART ILLUSTRATIONS
(SEE SHEET B FOR FOR INSTALLATION DETAILS)
t4
af9X3la 123 FULLLI
SAS, X 3 OF JAM
6', @ 80
DSPAN
o1
4RDCLIP oPTIONALCLIP
AINER 9108� W/ RETAINER #123
DETAIL 1C (FIXED PANEL-)
DETAIL'L'
-U a EXTERIOR INTERIOR [��7
DETAIL XY SCREEN
AT SILL (ALL VERT. SECTIONS) DETAIL'P SCREEN
(2-TRACK SHOWN) AT JAMB
(2-TRACK SHOWN)
SILL RISERS OPTIONS 24
(SE 3EE SHEIET TABOR OLE R SHEET 4 23
INSTALLATION DETAILS) 21
19
4.065'
EXT. EXT. 2.555' EXT. 3.305' EXT.
1.56r I
FLUSH BOX SILL RISER LGWlSOX SiL"L�(SER _MEDIUM BOX SILL RISER HIGH BOX SILL RISER
(NOT VALID FOR WATER (2=1T2') (3-114") 26 (4')
INFILTRATION RESISTANCE)
22
20
18
4.6SS
EXT. EXT. 2655• EXT. EXT.
1.6Br j
FLUSH FLAT SILL ER LOW FLAT SILL. RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER
(NOT VALID FOR WATER (2-IM (3-114') (4 )
INFILTRATION RESISTANCE)
MAX 108' 97 7ir
DOOR UMT MAX
HEIGHT DLO
TYP.
uvaviaeitslz�s"- VERTICAL & HORIZONTA
Isrel�parwp +..
CERKWAUJUMM SERIES 770 N.P. ALUMIA
oomssxro2n c.�r+,e mt n.,e
� M o =r .. NTS 8 10
INTERIOR
(�HORvS
EXTERIOR
DETAIL T
DETAIL'H'
FY - uwr
PG7UD04
ASTRAGAL
DETAIL 70'
PRODUCT REVISED
oa etda with the Flodita
wm®
NOA-No. 17-MO.13
enpiratlon Date 03224/2020
By
41amF-u
?m vroaucl Coatro
�tlllllll/t�
LYNNM/
OcE1a8F
NO.68709
�%O� • STA A,�
A. LYNN MILLER P.E
P" 6=5
Rom
PG #
POT#
Description
1
173D6
617306
2-TRACK HEAD
2
17503
017303
2-TRACK HEAD WITH SCREEN RAIL-
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAdJAMBADD-ON
7
173D4
617304
2-TRACK SILL
e
173o1
617301
2-TRACK SILL WITH SCREEN RAIL
11
17313
617313
FRAME SILL TRACK WERT
14
17305
617305
2-TRACK JAMB
15
17302
617307.
24RACK JAMB WITH SCREEN RAIL
18
17322
617322
SILL RISER
19
17319
617319
SILL RISER -HOLLOW
20
17321
617321
SILL RISER - LOW FLAT
21
17318
617318
SILL RISER -LOW HOLLOW
17355
017355
SILL RISER-MEDFLAT
23
17354
617354
SILL RISER- MED HOLLOW
A22
24
173M
6173M
S6IRISER -HIGH HOLLOW
25
17323
S17323
SILL RISER = HIGH FLAT
ITEMS
4059 ARE SCREEN PARTS:
40
4319
612258
SCREEN SIDS RAIL -LOCKSTILE
41
7LOCKWGSK
SCREEN LOC KSET
42
41618
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4426
64428
SCREEN DOUBLE INTERLOCK
45
4317
612266
SCREEN 70P RAIL
46
4316.
612257
SCREEN BOTTOM RAIL
47
666
7SRAZ
STANDARD ROLLER
48
S68
7SRAX
STANDARD ROLLER. ST. STL
49
4344
64344
SCREEN ASTRAGAL
50
17349
617349
OXDSCREENASTRAGALADAPTER
61
1892
61692
SCREEN SPLINE-.ISV
52
1694
01694
SCREEN SPUNE-AW
53
61616C20
SCREEN CLOTH
54
1725
U2' X4' X 11116' SETTING BLOCK
55
1726
1' X4' X 1/16' SETTING BLOCK
61
17326
617326
PANEL STILE (HEAVY DUTY)
62 1
17327 1
617327
INTERLACKADAPTOR
1225
6TP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
163
65
17328
617328
INTERLOCK SCREW COVER
86
17348 1
817348 INTERLOCK
ALUM RENF. (PANEL - 9')
Item
PG �
PGT#
Description
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP 8 BOTTOM RAL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-I1r X 1' X3T4' HIGH FIN SEAL DUST PLUGS
72
61W
78153X
TANDEM ST. STL ROLLER ASSY.
73
8153
78153N
TANDEM NYLON ROU ER ASSY.
74
SILICONE
DOWN DOW4E5 OR GE 7700
75
8185
781M
GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
76
71032X1FPFX
#10.32X T FL S.S. SCREW W1 TYPE'F 71P
77
7103299
10 32 STEEL ZINC U-NUT
79
17330
617367
1' IG BEAD . '
80
17359
61T359
7/167 BEAD / FDED PANEL CLIP
81
173W
8173W
911T BEAD
02
1224
67247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC' lrZ XVIS' SGL SIDE ADH. TAPE, POLYETH.
100
W52
4W52
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1698 --
—71690—
DUST -PLUG
103
8186
781SBX
1'KEEPER
104
653
7SDKEEP
SCREEN LOCK KEEPER
105
17344
817344
FINED PANEL CLIP -W LONG
106
17345
817346
EXTERIOR FDEDPANEL RETAINER -9116'
107
1739
71739
HANDLE KIT -INTERIOR RAISED WITH THUMB TURN
108
174D
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
78162SN
HANDLE KR- RECESSED INTERIOR WITH THUMB TURN
110
1732
78175 IHANDLE
KIT -RECESSED EXTERIOR PULL
111
71OX34PPSDAX
#10X3/4'PH. PN.TEK-B.S.
112
1235
67818 -
WSTP, .270' X.17(' -FIN SEAL
113
1712
64D66
.18T X 230' FTNSEAL
114
710XI15PPX
0 X 1-I1r
115
710XPPT
#10 X 1'
116
72DXIX
4-20 X T SS.
117
72Dx112x
4-20 X 1-1/2 S.S.
123
17352
617352 JFDED
PANEL RETAINER, 7W
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3, 4, 9-10. 12,13, 16,17. 26- 39, 60, 67. 78, 84-99 & 118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL,
K VE74M FL3iad
j"ty4wam
C62T KF AUDLd2 d
ovnuaroari
J11C47 / /v [7.r,. PIGVMUvWY1'JUL, - rani
sere s�rr e-*w
7701lP. ivrs 9 + 10 PGT0004
PRODUCT REVISED
u comphrinn
Codo wHh the Florida
lu0dlnp
NOA-No. 17-0420.13
LVIrotion Date 03124/2020
Ely
617aofi- ,OWProduet Control
* ; No. 58706
'14 701
AIAL 00"'
A LYNNU 1FG P.E.
P.E.R66706
I
1
1 303' 0.718' 1.050' 1.050' Ir- 1.050" 1.003'
0.325' O.O6Y 0.811° 0.082' 1 0MV
0.2�'
�� JJII 0.757" j 1.36°
0,087 0264 _� 0.045. I
0.062° FD(EO PANEL CLIP! 0.050•
TERLOCK SCREW COVER FRAME SCREW COVER GLAZING BEAD (7H6') GLAZING BEAD (9/167 GLAZING BEAD (1' I.G.) FD(ED PANEL CLIP
%5)_MATL• 6063-T (5) MAIL 6063-T (80) MATL: 6063T (81) MATU 6063-T (79)MAT1: 6083-T8 (105)MATL 6063T6 D.081'
�-4.126•� 8.198• 4A9' 0.062'
_ 0.060' �-
� 1.16Y i
0.08Y 1.304' - 1211' 1-1505' 1.888'
� � 1 � 5A6!
0.081' -! 1.739'
I� -- 3.25° 2-TRACK HEAD W/ SCREEN TRACK 2-TRACK SILL
0.232• (7)MATL:6063-T6 iNTERLOCKADAPTER
TOPBOTTOM BOTTOM RAIL (2) MATL 8083 T _(62) MATL• 6063T6
(69) MATL' 6083-T6 3.979•
4. T
8221•-TRACK JAMB
O.OfiY -Al1.505' (14) TL6063-T
0.133' 1.61 1.645°FL(8)MATL:
LCU M AT S6063T6ILL 1 L�
1.872' 0'�'2--TRACK SILL W! SCREEN TRACK
I +--- 3.125' 0.281' (8) MATL' 6063 T8
HEAVY DUTY STILE HEAVY DUTY ASTRAGAL 1.019•
(61) MATL: 6063-T (68) MATL6063-T6 O.D6Y
5.069° --- �j "6'4• SCREEN 0STILE63-T6 0.75Y 0.709° 0.709"
(40) MATL:sons-T6 0.0�° o.oao•
SILLTRACK 0.863 0.551
1 211.0,08p• 1 254' (11) MATL 6063-T6 FIXED PANEL FD(ED PANEL
.081.Tn---i 1. w 0.06T RETAINER,7/8" RETAINER, 9116"
2-TRACK HEAD 0.2501 r �- 0.875' (123) MATL6063 T (106) MATL• 6063T6
(1 MAT'L• 6063T6 NFORCEMENT SCREEN TOP RAIL r '
0.750' BB MATL 6063-T6 (45) MATL- 6063T61 0232'
I'.0.750• EL LENGTH -97 Li 0.062°
062• SCREEN BTM. RAIL D'
0.082' (46) MATL6063T6
0.760' 0232'
0.06Y j�---�- 0.806° 3.955'
3.305° 24
4.055' I I 3.205'
55'
2•sw O.OBY
1.567•
- -i 0.062" --� I1�- 0.08Y O.OBY
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW 80X SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER
(24) MATL 606&T6 (23) MAIL 8063-TB (21) MAIL 6083 T6 (19) MATL 6063 T6 (�) MATL 6083 T6 (22) MAIL 6063 T6 2 MATL 6063-T6
-A Fl"3rz7i•-I EXTRUSIONS
COM aFAUrt 02M PT SERIES 770 H.P. ALUMINUM SGD - LMI
NTS 1 10 + 10 1 PG70004
ra.
MATL: 6063-T6
PRODUCT REVISED
as compt In with the Flodd■
Building
NtI"m 17-0420.73
Expiration Date 032A=20
ey_
Mlaml-I1gd6 Product Control
3 m
0.VE9TE OF
,��
A. LYNN MUER Pg.
P.E.066705
T RAnNG
GLASS DOOR WITH REINFORCEMENT DE SEETABLESI AONG RATEDFORCLARGE&SMALL
NOTES'. C,,'FRIES 770 H.P. LMI SLIDING SHEET4 MISSILE IMPACT RESISTANCE
GENE' " 'L 1 . CODES! STANDARDS USED:
GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM IS �NGRHEDI FOR) :2017 5LOR113A BUILDING CODE (FBC), 6TH EDITION
1) HEAT+2014 FLORIDA BUILDING CODE (FBC); 5TH EDITION
GLASS STRENGTHS: T = TEMPERED 0go SENTRYGLAS *ASTM E1300-09
INTERLAYER TYPES: SG = YER.
2 LITES OF 3116" HS WITH .090" SG,INTERLp+ " *ALUMINUM DESIGN MANUAL, ADM-2015
G4 - 7116" LAMINATED: () S OF 1(4" HS GLASS WITH .09d p SG IMPAC AVER.
E IR SPACE + 7116" LAMINATED: (2) LITES OOF 316"HHS GLASS �NS GLASS 1TH •4 O'SSG NTERLAYER. S5 5100- 2NdS 2015 FOR WOOD CONSTRUCTION
G4A - 9/16" LAMINATED: (2) LIT LITES
• EATING GLASS: 3116"TEXT. CAP + 3/8 6AAIR SPACE + 7116" LAMINATED: (2) ES ASTM E1300. +RISC 360-10
•
G6 -1" LAMINATED INSU
G6A - 1" LAMINATED 1{�iSULATING GLASS: 1/4"TEXT. CAP +
S: A. NEGATNE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS S
SIGN PRESSURE DESIGN LOADS BASED ON WATER TEST gS pESI�GN, ASD GLASS TABLES ASTM E1300. NCLUDING BUT NOT LIMITED TO STEEL SCREWS,
2) DE B. POSITIVE DES
C. DESIGN LOADS ARE BASED ON ALLOWABLE SIRE
CREASE HAS��N._ BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,
o TRESS INSHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE
3) ANCHORAGE: THE CONTACT
/o S
`THAT COME INTO CONTACT' WITH OTHER DISSIMILAR MATERIA S APPLICABLE.
DETAILS SEE SHEETS 4-6.
4) SHUTTERS A REQUIRED PER FBC REQUIREMENTS,$ �L-6012 & FTL-7825. WOOD CONSTRUCTION AND AQM, ALUMINUM DESIGN MANUAL
S FRAME AND PANEL CORNERS T OBE SEALED WITH NARROW .JOINT SEALANTHIGH VELOCITY
5) INSTALLATION SCREW
6) REFERENCES: TEST REPORTS FTL-59g8, FTL-6005, FTL 74
tJLTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSI/AF&PA NDS FOR W
CO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING T
EL
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO C
HVHZ). WITH EGRESS REQUIREMENTS PER CURRET FFLLOT. NODMINALL WIDE DE DOOR PANELS, MAXIMUM 4 PANELS. SEE
HURRICANE ZONE
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE
TIONS: STRAIGHT DOORS - MAXIMUM S O SHEETS 2 & 7(10$") HIGH WITH MAXIMUM
9) CONFIGURA
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS TABLE A. Min.
Frame MIn. Edge Min. O.C. Embedment or
D.L.O. WIDTH = NOM. PANEL WIDTH-710.125° An�r�Anll�wl_nSubstrate Distance iK�+ Metal Thickness
DOOR UNIT HEIGHT -ype Member ,
PANEL HEIGHT = DOOR UNIT HEIGHT
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6: E
TE APPLICATIONS IN MIAMI-DAD
1) FOR CONCRETEICMU SUBSTRATEVED ANCHORS.
COUNTYTUSE—ONLY MIAMI-DADEE COUNTY N APPROEDGE DISTANCE AND SEE
SAIs.TRA° E REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON THIS SHEET-
3)OD
WOOD BUCKS DEPICTED UNIT
N TS IX S INSTALLED ED DIRECTLY TO SOLID
BUCKS ARE OPTIONAL IF U THICK OR
AS 2XARE
CONCRETE. WOOD BUCCKSDEPICTEDHENUSED) SHALL E"DESIGNED TO
GREATER. I X AND 2X BUSTRUCTURE. BUCK
PROPERLY TRANSFER LOADS SBI ITY OF THE ENGINEER N ER ODESIGN
ARCHAND
ITECT
INSTALLATION IS THE RESPO
OF RECORD.
STRENGTH AND THICKNESS
4) METAL SUBSTRATE TO �LORIDA BUILDING LDING CODE AND TO BE
REQUIREMENTS PER CURRENT
REVIEWED BY THE AUTHORITY HAVING JURISDICTI MATERIAL IS NOT
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER"
NON-METALLIC GROUT, MAX. 1l4
REQUIRED. IF USED, NON -SHRINK,
THICK & 3400 PSI MIN„ (DONE By
IS NOT TIGHT TO THE SUBSTRAT
ENTIRE LENGTH OF TOT
HE SILL T
AND TRANSFER SHEAR LOC�SRSUBSTRATE. IF EQUIRED BETWEEN THE SUBSTRATE
G D WOOD,
80## FELT PAPER OR MAST(
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HA
JURISDICTION.
Tew ES 1 & A, JAMS OC.
GroupWWI
Southern Pine (SG a 0.55)
flu
#12 18-6 SMS,
8093-f5 Alumk+um
318�
9/16"
FV-60 ksi, Fua95 ksi
All
A36 Steel
31V
9116°
012 410 SS SMS,
Gr. 99 Steal Stud
��
g/1g"
p y=90 ksi. Fu=110 ksi
Concrete (min. 2 22 ksi)
1-21 "
3N
A
iW E➢co A,g9m-C-tOiO
All
Jantb
FIUed Block (ASTM CM)
Hog Block ASTM C90)
2'
qN
Fy=57 ket, F„m98 ksl
imb
AN
Southern G =
.l'
1T^
Sou m Pine (SG C 0.55)
8/8"
91 16
IS (Gr.-5)—
—1
6063-T5 Aluminum
A36 Steel8
9116
g #12 Steel
�. aZ Clnwt Sttr�-
�N
_9116
C I F..=155 ksi, Fu=177 ksi
SHEET
GENERAL NOTES.............1
ELEVATIONS ......................2
GLAZING DETAILS ............ 3
ANCHORAGE .....................4-6
DESIGN PRESSURES.......
4
ELEVATIONS ..................... 7
CONFIGURATIONS........... 7
VERT. SECTIONS..............8
HORIZ. SECTIONS............
8
PARTS LIST ......................
9
EXTRUSIONS ....................
10
PRODUCT REVISED
as complying with the Florida
Building Code NOA-No. 7 7-0420.7 3
Expiration Date 03/24/2020
� a➢ m�Prut
u _ g^ 1 �X'
1l4N 410 SS Elco CreteFlex� Jamb on
Fy=127.4Its!, F. 189.7 ksi Jamb Socnow utltem Pine ock ASTM 0. C90 2 1. 1^ 1-3/81
All
E FRO ORE
1) WHERE SUBSTRATTHAN ONE OF THE
E CON HOOOOSE THE ANCHOR GROUP THE LOWEST LETTER FOR LL
ANCHOR GROUPS ABOVE. CH .. N
TABLES IN THIS APPROVAL -
TYPES APPLICABLE. • LtCSF
2) ALL ANCHOR HEAD TYPES AR. '• ' _•�
45 KSI, MIN FY = 33 KSI.
3) FOR STEEL STUDS, MIN. FU = N0 88706
4) FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS. _ .• * =
BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND ` 7k
5) ANCHORS MUST ' -V Q
BEYOND METAL SUBSTRATE. ;?y : q ' r l
Q� •. ST OF
)M rEC MLOGY DRIVE GENERAL NOTES AND MAP ;SZDNAL �`�
NVf1dfC Nb
1t34275 i�rrrllsttt�•
(01)480-16W ,ft ALUMINUM SGD — LMI
S��EI[�G�?•: _ ' N, '�PGTxW. A. LYNN MILLER P.E-
CM OF1M r3D770 H.P. NTS 1 000G P.E# 58705
n=07c
TARI F 1
Design Pressure (DP) and Anchor Quantities Required
(For all approved Configurations, Sheet 2 and Glass Types, Sheet 3)
Reinforced Interlocks
Heavy-duty Astragal
Heavy-duty Stiles
Door Unit
Height
�"
84"
90"
98'
102°
108"
69 7/8" DLO
73-7/8" DLO
79-718" DLO
87- /S" DLO
91-71W DLO
97-7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
A
I B__j
C
I D
AI
B
I C
ID
A
B
C
1 D
A B C
DQ
A
B
I C I D
A 13 C D
Design Pressure
+901-130
. +901-130
+901-130
+901-130
+901-130
+901-930
24"
DLO
Head/Sill
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C6+2
C5+2
C5+2
C6+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
Jamb
10
1 8
I 8
1 8
10
B
S
8
10
1 10
1 10
1 10
12
10
10
1 10
12
10
1 10
1 10
14
1 10
1 10
1 10
"
Design Pressure
+901-130
+901-130
+901-130
+9% 30,
+901-130
+901-130
30"
DLO
Head/Sill
C5+2
C5+2
C5+2 C5+2
C5+2
C5+2 C5+2
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
C6+2 C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
Jamb
12 .
10
8 a
12
10 8
8
12
10
10
10
14
12 10
W
14
1 12
1 10
10
16
1 12
1 10
1 10
Design Pressure
+901-130
+90%130
+90/--130
+g0
+901-130
+901-130
c
36"
29"
`DLO
Head/Sill
C5+2 C5+2
CS+2
C6+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C6+2
C6+2
C7+2
C7+2
C6+2
C6+
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
a
Jamb
12 10
8
8
14
12
8
8
14
i2
i0
10
18
14
10q
18
14
10
10
18
14
12
10
c
Design Pressure
+901-130
+901130
+91V--130
+901--i30
+901--130
+901-121.4
5
42"
DLO
Head/Sill
C6+2
06+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C7+2
C7+2
C6+2
C6+2
C7+2
C7+2
C7+2
C7+2
C8+2
C8+2
C7+2
C7+2
C8+2
C8+2
C7+2
C7+2
Jamb
14
12
8
8
16
12
10
8
16
14
10
10
18
14
12
10
20
16
12
10
20
16
12
10
"
Design Pressure
+901-130
+901--130
+901-130
+901-130
+90%118.5
+901--110
48"
DLO
Head/Sill
C6+3
C6+3
C6+3
C6+3
C7+3
C7+3
C6+3
C6+3
C7+3
C7+3
C7+3
C7+3
C8+3
C8+3
C8+3
C8+3
C8+3
C8+3
C7+3
C7+3
C8+3
C8+3
16
12
10
8
16
14
10
$
18
14
12
10
20
16
12
10
2D
16
12
10
20
16
M7+:NC7+2Jamb
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED
HEAVY DUTY ASTRAGAL
HEAVY DUTY STILES
ALL INTERLOCKS TO BE REINFORCED
WITH THE 966 HEAVY-DUTY REINFORCEMENT
HEAVY-DUTY STILES
1.
O= EXAMPLE ON SHEET 5
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL.
2. WHEN USING THE 2112" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE 3 1/4" SILL,
—POSITIVE—P-RESS_URES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED):__SEE-TABLE7A-0N-THIS-SHEET
3.21/2", 3 1/4" 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 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 1, 5 & 6 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
INFORMATION.
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS.
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
D.L.O. HEIGHT = DOOR UNIT HEIGHT - 10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
D70 TE 41NMOGYDRW
N. VENlCE, FL 3W6
WI)gao-rsoa
CMr OFAUM AM$$
aaPrru0n•e2"7
YE S-Z0 .P. ALUMINUM SGD - LMl
ft er. NTS ease4 u+"amx"
1 LP. a 10 PGT0004
TABLE Ilk
Sin Height to Max. (+) DP
(Water Infiltration Rating)
Sill Riser Height
(+) Design
Pressure, psf
Flush-1-1/2"_
see note 3
Lwow 2 172°a'
M 46!67.
-Medium - 3-114"
+ 60.a- -
High - 4"
+ 90.0
SEE NOTES 1-3
OH LENGTH I_ -
OH
OH LENGTH _ OH RATIO
OH HEIGHT
HEIGHT
W1 EQUAL TO 1
0 OR GREATER
SEE NOTE 3
PRODUCT REVISED
as complying with the Florida
Building Code
➢ OA-No. 17-0420.13
Expiration
/Date
e003/2412020
By
M➢arfi Product Control
�I111E11l1/f�
()JAY LTNAt
* No, 58705
-O a
701VAL IEN 0"��
A. LYNN MILLER P.E
G P.E.# 58705