HomeMy WebLinkAboutNOC # 19-1126.041A50' J 1.050°
0.718" 1 050" 1.003"
0.062" 0.611" 0.534"25" 0.062�- 0.290"0.757" 1,36"12"J 0.062" 0.045 I
0.264° FIXED PANEL C 0.050'
INTERLOCK SCREW COVER FRAME SCREW.COVER GLAZING BEAD (7116") GLAZING BEAD (9/169 GLAZING BEAD (1" I.G.) FIXED PANEL CLIP
(65) MATL:6063-T6 (5) MAT'L:6063-T6 (80) MATL:6063-T6 (81) MAT'L:6063-76 (79)MATL:6063-T6 (105)MATL:6063-T6 0.081
(+ 4.125" - - 6.198' � A.49° N0.062"0:080"1.162"1.8880.062° 1.304° 1.211" 1.505"S.Ofi
0.061 °
3.25" 1 2-TRACK HEAD W/ SCREEN TRACK 2-TRACK SILL
M \AeT9 • anaa Ta 0.232" (7) MATL: 6063-T6 INTERLOCK. ADAPTER
TO BOTTOM BOTTOM RAIL
(69) MATL: 6063-T6
4°
0.133" 1:6'
3.125"
HEAVY DUTY STILE
(61) MATL: 6063-T6
5.069°
:M- 1.211°0.080'
081°
KH D
0.281" -►a
HEAVY DUTY ASTRAGAL
(68) MATL: 6063-T6
(62) MATV 6.063-T6
° FLUSH'FLAT
1.467"
SILL RISER
6.221'
T1.55"
:J
2-TRACKJAMB (14)
MATL:6063-T6
1,645
(18) MATL: 6063-T6
-y 1.872" D 0.080"
2-TRACK SILL W/ SCREEN TRACK
(8) MATL: 6063-T6
1,654" I-
1.019"
0.062"
0.83°
I
SCREEN STILE
1 0.752"
-A
0.709-
L
7}
�(�j�--����
0.709-
(40) MAT'L: 6063-T6
0.080" J
°
� 0.080"
--'
0 0
ICJ 1.045• 0;080°
•------►►►I!! 0'8630.550"
1.25SILL TRACK4" 0 1) MATL: 6063-T6 FIXED PANEL FIXED PANEL
1.993" 0.062' RETAINER, 7/W RETAINER, 9116"
21RAC EA 0.250" �- � 0.875" (123) MAIL: 6063-T6 (106) MATL: 6063-T6
(1) MAT'L: 6063-T6 REINFORCEMENT SCREEN TOP RAIL
0.750" (66) MAT'L: 6063 T6 (45) MATL: 6063-761.993" D.232"
0.750" (PANEL LENGTH - 9") hC� 0.062"
)62" SCREEN BTM. RAIL 0.232'
0.06Z
0.750" (46) MATL: 6063-T6
0.232"
0.062' f � 0.906" 3:955'
4,055"
3.305° 3205'.
2.455°
' 2:555' 0,062°
1.567° li I] I I
0.062" rll�- 0.062° �It� 0,062" ►ll-.-
HIGH BOX SILL RISER MEDIUM BOX SILL RISER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FLAT SILL RISER MED, FLAT SILL RISER HIGH FLAT SILL RISER
(24) MAT'L: 6063 T6 (23) MATL: 6063-T6 (21) MATL:.6063-T6 (19) MATL: 6063-T6 (20) MATL: 6063-T6 (22) MATL: 6063-T6 (25) MATL: 6083-T6
NO CHANGES
N. VE.NICE, FL 74275
(941) 480-16W
CERT. OFAUTH. C29296
NTS 1 10 a 10 1 PGT0004
2-TRACK JAMB Wf
SCREEN TRACK
(15) MAT'L: 6063-T6
rQDUCrRENWED
91Y1ogwH411rs
scale jiQq��Jl//TTGiI1F �tl
peupl"ceN* .- 7
Bypiret�oft ~��
6Binad Dade rudW Catt+dl
S14"!1I t71:.
`yy ha,St;D`=
j51r.19
� /
11 ti'+ lvao
A LYNN MILLER, P.E.
P.E.# 58705
Item
PGTDwo.#
PGT#
Description
1
17306
617306
2-TRACK HEAD
2
17303
617303
2-TRACK HEAD WITH SCREEN RAIL
5
17314
617314
FRAME SCREW COVER -
6
17317
617317 .
FRAME HEADIJAMBAD"N
--7
17304 -
617304-.2-TRACK
SILL
8
17301
617301
2-TRACK SILL WITH SCREEN RAIL
11
17313
617313
FRAME SILL TRACK INSERT '
14
17305
617305
2-TRACK JAMB
15
17302
617302
2-TRACK JAMB WITH SCREEN.RAIL
98
17322
617322
SILL RISER
19
17319
617319
SILL RISER HOLLOW
20
17321
617321 "SILL,
.RISER -.LOW FLAT
21
17318
611318
SILLRISER-LOWHOLLOW
22
17355
617355 .
SILL RISER - MED FLAT
23
17354
617354
SILL RISER -MED HOLLOW
24
17320
617320
SILL RISER HIGH. HOLLOW
25
17323
617323
SILL RISER. HIGH, FLAT
ITEMS
40-53ARE -SCREEN PARTS:
40
4319
612258
SCREEN SIDE RAIL - LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41818
SCREEN KEEPER; SPACER SET
43
8162
68152
SCREEN INTERLOCK ADAPTER'
44
4428
64426
SCREEN DOUBLE INTERLOCK
45
4317
612256
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
1 7SRAZ
STANDARD ROLLER
48
668
7SRAX
STANDARD ROLLER - ST. STL
49
4344
64344
SCREEN ASTRAGAL
50-
17349
617349
OXO-SCREEN ASTRAGAL ADAPTER
51
1692.
61692.
SCREEN SPLINE --165"
52
1694.
61694
SCREEN SPLINE - .150'
53
61816C20
SCREEN CLOTH.
54
1725,
112" X 4" X 1116" SETTING BLOCK '
55
-1726
V X4" X 1116" SETTING BLOCK
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
83
1225
6TP248
VINYLBULBWSTP. - THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17326
617328
INTERLOCK SCREW COVER
66
17346
617346
1IN7,MRLOCK ALUM REINF, (PANEL -9')
Item
PG #
PGT#
DescripDwq.tion
68
1 339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324 -
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-112" X 1" X 3/4' HIGH FIN SEAL DUST PLUGS
72
8153
74153X
TANDEM ST STL. ROLLER ASSY.
-73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
-
SILICONE
DOW-899, DOW-995 OR GE7700
75
8185
78185X
GEMINI MORTICE 3-PLY DUAL LOCK WILONG TRIM PLATE
76
71032X1FPFX
#10-32 X 1' FL S.S. SCREW WI TYPE "F" TIP
77
7103239
10-32 STEEL ZINC U-NUT
79
17330
- 617357
1" IG DEAD - -- -
80
17359
617359
7/16' BEAD / FD(ED PANEL CLIP
81
1 17360
617360
9116' BEAD
82
1224 -
--6IP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE INC, I/2' X 1/16' SGL SIDE ADH. TAPE, POLYETR
100
8052
48052
ROLLER ADJ. HOLE PLUG
101
72087
JAMB BUMPER
102
1696
71696
DUST PLUG
103
-Wee -
- 78186X
1' KEEPER
104
653
7SDKEEP
ISCREEN LOCK. KEEPER
105
17344.
617344
FIXED PANEL CLIP -6' LONG
106
1-1346
� 617345
EXTERIOR FIXED PANEL RETAINER.- 9/16"
107
1739 -
71739
HANDLE KIT - INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT -RAISED EXTERIOR HANDLE
109
1731
78162SH
HANDLE KIT --RECESSED INTERIOR WITH THUMB TURN
.110
1732
78178
HANDLE,Krr-RECESSED EXTERIOR PULL
111
710X34PPSOAX
#10 X 314" PH. PN. TEK - S.S-
112
1235
67S76
JWSTP. ,270" X.170' - FIN SEAL.
113
17,12
64066
I.i8rx.2WFINSEAL
114
71OXI 15PPX
#t0X1-112"
115
710XPPT
#10X-1'
116
720XlX -
414.20XV S.S.
117
72OX112X
FI 20 X 1-1/2 S.S.
123
17352
617352
FOXED PANEL RETAINER, 7/8"
NOTES:
1) ALL ALUMINUM = 6063 -r6
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.
THIS
N. VENICE, FL M275
(941) 48047600
CERT. OFAUTRA29295
H.P. I NTS 1 9 a '10 1 PG70004
Pki6i111Ct" RENEWED
as pty niththenod&
bddwgca'nn .F.splretfon bats IS
RGEis�tte .' Cris "
yr ; NO, 5870,5 7�f
-
�.,
•�fllr.rluit�t�:
A. LYNN MILLER, P.E..
P.E.tt $8705
62 111 63 61 66
65
...__'..r,� 113
'ALL REINFORCED INTERLOCH
DETAIL'T
r !
112 u �s I
45
52 51
53
DETAIL'N' SCREEN
AT HEAD
(2-TRACK SHOWN):
DETAIL'O' SCREEN
AT SILL
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEE D.P. LIMIT TABLE 1A, SHEET4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS)
21
19
l
EXT. EXT,
9 1,567'
1
2.555•
FLUSH BOX SILL RISER LOW BOX SILL RISER
(NOT VALID FOR WATER
(2-1/2')
INFILTRATION RESISTANCE)
18
EXT.
lu-;i 1 1.567-
FLUSH FLAT SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
20 ,
EXT. j 2 555-
I +
�j
LOW FLAT SILL RISER
NO CNANGES
(2-1/2')
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
9!DXW4" OF
SMS,. X.3
6" @=�
DSPAN ea � � —
Cc
OPTIONAL CLIP
W/ RETAINER #12
FIXED PANEL)
� t .. _. 410R INTERIOR
(ALL VERT. SECTIONS)
MEDIUM BOX SILL RISER
22 `
lI
..EXT. 3.305'
I
JJ
MEDIUM FLAT SILL RISER
(3A/4")
N. VEMCF- FL 34275
(941)480-1609
CERT. OFAUTH. 429296
L LENGTH
JAMB
6t
15
3 112
52 51 75
53.
�z
DETAIL'P' SCREED
AT JAMB
(2-TRACK SHOWN)
24 .
4.055'
EXT.
HIGH BOX SILL RISER
25(4")
l�
4.055'
EXT.
JL-
HIGH FLAT SILL RISER
. (4"•)
DETAIL'U
MAX. 108' .97 718-
DOOR.UNIT MAX.
HEIGHT DLO
TYP.
SERIES 770 H.P
H.P. I NTS 1 8 1 10
4 INTERIOR,
(ALL HORIZ. SECTIONS)
15 EXTERIOR -
DETAIL T
DETAIL'H'
DETAILS
D -LMI
PGT0004
ASTRAGAL
DETAIL'M'
jxRODUCTRENSWED
s `« ,-v- apt
Gakiis:ian➢stt��
PAV pede
t hill tLi
l
I
11 0�
r � •`,���
` F tONAL
A. LYN MII:LWP,E.
P.E.# 58705
K
A
D
IVI
L
(eoxour)
LR
N
C
P
R
T
(BOX m
T
(Bow)
S
reoxourr
S
SINGLE
INTERLOCK
SINGLE
INTERLOCK
LOCKSTILE
LOCKSTILE
SINGLE
INTERLOCK
ASTRAGAL
OUT
ASTRAGAL
IN
SINGLE
INTERLOCK
SINGLE
INTERLOCK
FIXED
LOCKSTILE
LOCKSTILE
.LOCKSTILE
SINGLE
INTERLOCK
SINGLE
INTERLOCK
ASTRAGAL
OUT
SINGLE
INTERLOCK
SINGLE
INTERLOCK
ASTRAGAL
IN
FIXED
LOCKSTILE
JAMB DETAIL'K' OR'L', NOTE:
ISHT. 8 & ANCHOR 1. MAXIMUM NOMINAL
DETAILS'D' &'E', SHT. 6 INTERLOCK DETAIL'J', PANEL WIDTH FOR ALL
SHT. 8 PANEL CONFIGURATIONS
EQUALS 48'
ASTRAGAL DETAIL'M% SHT. 8 HEADER DETAIL T, SHT.8
EXTERIOR & ANCHOR DETAILS 'A!,'B'
&'P, SHT.:6 7
.. 191 1IZ- WA. UNI I VVIU I77
41" MAX. NOMINAL
D.L.O. PANEL
WIDTH r WIDTH
I PANEL
PANEL
PANEL
PANEL
TYPE
€ TYPE
{{� TYPE
'
TYPE
,R-
.L. II
,D,
,P'
a
(
101
97 7/8"
!'
MAX: MA
/
D.L.O. UN`
HT,
SEE
I
H1
TYP. �1
REINF.
NOT3
REINF.
C.
IR
T
0
SINGLE
INTERLOCK �
SILL —TA IL SHT 8 8
ASTRAGAL
FIXED
SEE FRAME & OXXO (2 TRACK)
"
ANCHOR DE S'C &
OUT
LOCKSTILE
PANEL CORNER
CONSTRUCTION
'G. SHT
G', 6
ASTRAGAL ❑
_ FIXED
DETAILS BELOW
SILICONE
IN
LOCKSTILE
BY OTHERS
#8 X 1'
FIXED ASTRAGAL
LOCKSTILE
OUT
m
PH SMS
FIXED _❑ ASTRAGAL.
LOCKSTILE
IN
.
NOTE:
REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS.
4 INTERIOR
(ALL PANEL TYPES)
IG EXTERIOR
D.L.O. WIDTH = NOM. PANEL WIDTH -7'
D.L.O. HEIGHT = DOOR UNIT HEIGHT-10.125'
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
NO CHANGES THIS
#10 X 1.50"
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. DLO WIDTH = 41". MAX. DLO HEIGHT = 97 7/8', MAX PANEL HEIGHT = 106118
3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB OR ASTRAGAL.
370 TECHNOLOGY DRIVE
N VENICE. FL 34275 PANEL TYPES / EXAMPLE ELEVATIONS
(941)480.1600 r
CERT. OFAUTH. #Z82B0 SERIES 770 H.P. ALUMINUM SGD - LMI
® SGD770 H.P. NTS s 7 " 10 n POT0004
=ucrkr..NF;Wgo
n. mtuvbu4wIfh thr FbYiilt.
Ramug Code
.Ampla.c.N. //Z`pY
Bzldraiion 08te Zf
Oak
(7anteo�
�,. OiWf L I IN
ti `y'� • L1GE JS� f1f i
. P•,•
No, 58705
A L'W MILLI'.R. P.E
C �_
NOTES:
ASTRAGAL OR (( XSTRAGAL OR I
( INT.
ASTRAGAL OR j
1. ALL DIMENSIONS SHOWN ARE BASED ON INT.
INTERLOCK I INT.:
INTERLOCK
INTERLOCK
MINIMUM ALLOWED.
7" CENTERLINE !
CENTERLINE !
CENTERLINE
2. METAL SUBSTRATES SIMILAR TO WOOD i
3.5` i
7° 7"
1,75"
SUBSTRATES AS SHOWN.
3.5' j
3'SP
3.5'
T17.51"
7"
' DIAGONAL O.C. DIMENSION IS 4.051" IN THE 4,051"
HEAD & SILL WIN, THE JAMB.
3:5° f
3.5"
. .....
21/15 ' 2x WOOD BUCK TYP., i
'
e 2 04 1 1
l
4.051" 2.04 2.04"
L
EDGE DIST., SEE ANCHOR NOTE
!
—►)SEE TABLE 3, SHEET 1
(
,
7"
SHEET 1 I L
j
4 051"
3.5"
11
—. 1 2 TRACK: ASTRAGAL I INTERLOCK
2-TRACK, ASTRAGAL !INTERLOCK 2-TRACK, ASTRAGAL! INTERLOCK
EXT. EMBED., SEE 5 ANCHOR CLUSTER - C5
)� TABLE A, SH 1
6 ANCHOR CLUSTER - C6 8 ANCHOR CLUSTER CB -
2,06"
— _ l
„ r n i�r I1 EMBED„ SE
1!4
-- —
GAL R
N . INTERLOCK ;
SHIM IW MAX. SHIM
—I EDGE DIST.,
CENTERLINE
7„
5
-6"
1
WOOD ANCHOR TYP., SEE 1x WOOD
j , SEE TABLEA
3'S�
MIN.
ANCHOR NOTE 2, SHEET 1 BUCK TYP.,It,
SHEET 1
DIAG.
DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR
TYPICAL
O.C.
JAMB ANCHOR PAIR FOR
WOOD INSTALLATION NOTE 3, SHEET 1
1 +
I 2-1116" •
'
2.04" DETAILS 'D" & "E". SEE ELEVATION
CONCRETE
ANCHORTYP.•
l , • 1
h t r
— a -
FOR O.C. SPACING, SHEET 5
EDGE DIST., SEE ANCHOR
_
'
4.051'
SEE TABLEA 2-1/16" ` NOTE 1, SHEET 1
SHEET 1
��i���+'
v '
ON , TE
2-TRACK ASTRAGAL )INTERLOCK
7 ANCHOR CLUSTER - C7
EXT. EMBED., SEE EXT'
TABLEA, SHEET 1
DETAIL D; 2-TRACK FRAME JAMB
CONCRETE INSTALLATION
ED DIST„ EMBED.,
SEE ABLE A --I� SEE.
SHEET I I �2 1116" ` TABLEA,
mouuff
w.Pbugwlt514e
EtaldiagCo* ��//
K11 Gl
I
1/4" OOD SHEET 1
Nr'�� 2x WOOD BUCK TYP , k -
M ANCHOR NOTE 3, SHEET 1 BUCK TYP., 8 r
p PiWmRa .1
BxPlfatim pate
6 y 9 G 1
SHIM
WOOD ANCHOR TYP SEE
SEE ANCHOR
EXT. ;
G
mi mi md%a '
ANCHOR NOTE 2; SHEET 1 <�] EXTERIOR INTERIOR F_'> NOTE 3, SHEET 1
DETAIL B. 2-TRACK FRAME HEAD (ALL VERT, SECTIONS) M1 u ONCRETE
WOOD INSTALLATION EMBED.,,SEE _ u
TABLE ASHEET 1 SHIM
A. WOOD ANCHOR TYP., SEE. EDGE' DIST.; CRETE ANCHOR TYP.,
ANCHOR NOTE 2, SHEET 1 114" MAX. SHIM SEE TABLE A
SHEET 1 SEE ANC , 1, SHEET 1
4 DETAIL F. 2-TRACK FRAME HERD
2x WOOD BUCK TYP SEE I CONCRETE INSTALLATION
IA'MAX. ANCHOR NOTE 9 SHEET I t
(SEE ANCHOR EMBED SEE r=—, I f 114" MAX
NOTE 5, SHEET 1) " " `� I r GROUT AS REQ.
TABLE SHEET 1 �1 I �r 2-1116" ` (SEE ANCHOR
WOOD ANCHOR
II 1�ry j NOTE5, SHEET 1) — P CONCRETE
EXT, 1 TYP., SEE ANCHOR EXT.` s-
} _ NOTE 2, SHEET 1
lIx WOOD BUCK TYP SEE EMBED.. SEE
EDGE DIST., EXT. ANCHOR NOTE 3, SHEET 1
SEE TABLE -A DETAIL E, 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP.,
DETAIL C, 2-TRACK FRAME SILL SHEET 1 WOOD INSTALLATION S EDGE ABLEI
DETAILG.27RACKFRAMES11I SEE TABLE
WOOD INSTALLATION �^ A, HEET 1
JAMB
N. VENICE, FL 34275
(941)460-1600
CERT. OFAII7N. 429296
770 H.P. ALUMINUM SGD - LMI
NTS s 6 - 10 PGTOQ04
(P, L 1�d rj''
=7 l TATF I� '
sf OFltAL ID fit*;
A. t'IIVNIMLLE*b.E.
P.E.#68705
EXAMPLE OXX ANCHORAGE PLAN-
(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR TYPES C IN CONCRETE SUBSTRATE "ANCHORS PER PANEL" ARE THOSE
AT THE HEAD AND SILL BETWEEN.
+2 07 +2 C7 +2 CLUSTERS OR THOSE BETWEEN A
CLUSTER AND A FRAME JAMB.
x x. x x
24" MAX. O.C. x xx xx x xx x 6" MAX.
(ADD ADDITIONAL (20) ANCHORS TOTAL @
ANCHOR MIDSPAN EACH HEAD 8 SILL
IF NEEDED)
108"
MAX
48" NOM, PANEL WIDTH
-.i x x x x xlx x
8" MAX., TYP. .
24" MAX. O.C.. Imo—C.L. ASTRAGAL
SEE CLUSTER DET., SHT. 6
21" (12)
MAX O.C. ANCHORS
PER
JAMB
(SEE
SHEET
6 FOR
CLUSTER
O.C.
SPACING)
6" MAX.
Iviae ttitIL t&e $Iut39w
INTERLOCK 3.5" MAX. ASTRAGAL INTERIOR 8" MAX.
3-1/2" MAX. CENTERLINE `— O.C. CENTERLINE
0 0 0 0
2104" 4 1"
LOCATED ELOW
8" MAX. — �I 24 MAX. O.C. CENTER OF PANEL EXTERIOR
145-5I16" 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.SHEET4:
\
HEAD 8 SILL.— .. .....:. 8" MAX. FROM FRAME CORNERS, USE SPECIFIED CLUSTER FROM TABLE ON SHEET 4 AT EACH INTERLOCK AND ASTRAGAL LOCATION, C
�. ,���,
ffi
PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL (THE 8" FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24" MAX. ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS ABOVE AND EXAMPLE CLUSTERS AT ASTRAGAL I INTERLOCKS ON SHEET 6, = yx ; `n' f•Z08
JAMBS ......................... W MAX. FROM BOTTOMAND 21" MAX. D.C.
UTILIZING JAMB ANCHOR QUANTITIES FROM 1070TECHNOLOOYOR ✓�
TABLE ON SHEET 4. N. VENICE, FL 34275 ANCHORAGE SPACING & EXAMPLE PLANS
Y a�� �= C., OFAUm. #29294 SERIES 770 H.P. ALUA41NUM SGD - LMI��:
JR &103I17 G NO CHANGES THIS SHEET. s,r �. .� a"'" A t�WL11 WAf 'P.E.
me�msy ou: rneraws aaro; s�aN �.5 a,. w.
SMC 08/Q&09 FJA - � S6D770H;P. � NTS $ n 10 PGT0004 G P:Eue8705
Design Pressure (DP) and Anchor Quantities Requited
(For all approved Configurations, Sheet 2 and Glass Types, Sheet 3)
'
Reinforced Interlocks
- Door Unit,
Heigit
80"
84 - -
90"
98"
1021'
108"
Heavy-duty Astragal
Heavy-duty Stiles
69-718" DLO -
73.718' DLO
79.718" DLO
87-7/8" D
91-718" DLO -
9Z7/8" DLO
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
' A ' B I C I D
A I B I C I D
A B £ b
A 1- 8-C D
A I B I-C I D
A- B C D
Design Pressure
+90/ 130
- - +901-130
+90%130 -
+901-130
+9Q/-130
+90/430
24"
7.
1L0
Head/Sill
C6+2
C5+2
C5+Y
C5+2
05+2
C5+2 C5+2
C6+2
C5+2
C5+2
C5+2
C5+2
C5+2
C5+2 C5+
C5+2
+2
C5-i2 C5+2
C5+2
C5+2
C5+2 C5+2
C5+2
Jamb
10
1 8
1 8
1 8
10
1 8 1 8
1 8
10
1 10
10
10
12
1 10 1 11.4
10
2 1
10 1 10 1
10-
14
1 10 1 10 1
10
Design Pressure
+g01-130
1 +9014--130
+901--130
+901-13
+901:130
+90(-130
.`.
30'
DLO---
.Head/SiII
C5+2
C5+2
C5+.2
C5+2
C5+2
C5+2C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
C6+2
C6+2
C6}2 C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
C6+2
06+2
'=
Jamb
12
1 10
1 8
1 8.
12
1 10
1 B
1 8
12
10
1 10
1 10
14
1 12
1 10 10
14
1 12 1
10
1 10
16
1 12 1
10
1 10
Design Pressure
+90-130
+901-130
+90(130
+90/-130
+901-130 -
t90%130
[=:::7
6'
LO
HeadSill'
C6+2
C5+2C5+2C5+2
C6+2
C6+2
C5+2
C5+2
C6+2
C6+2
C6+2
C6+2
C7+2
-
C7+2
C6
C6t2
7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
Jamb
12
10
8
8
14
12
8
8
14
12
10
10
16
14
1-
10.
18
14
10
10.18
14
12
10
Design Pressure
+9a''-130
+901-130
+901-130
t901-13
+90%130
+901-121.4
DLO
Head/Sill
CC
+
C
C6#2
C6+2
CB+2
C+
C7+2C7+2
C6+2
C6+2
C7+2
C7+2.Cz
7+2 7+2
C$+2
C8+2
C7+2
C24'
CS+2
C8+2
C7+2
C7+2
Jamb
14
1 12 1 8
1 8-
16
1 12
1 10
1 8
16
1 14
1 10
10
18
1 14
1 12 1 10
20
1 16
1 12
1 10
20
1 16
1 12
1 10
Design Pressure
+901--130
'+901130
+901-730
-+901130
+901-118.5
+90%110
48'
DLO
Head/Silt
C6+3
C6+3
C6+3
C6+3
C7+3
C7t3
C8+9
C6+3
C7+3
C7+3
C7+9
C7+3
C8+3
C8+3
CB+3
C8+3
C8+3
CB+3
C7+3
C7+3
C6+3
C8+3
7+
C7+2
I
Jamb
1 18
1 12
1 10
1 B
1 18
1 14
1 10
1 8
1 18
1 14
1 12
1 10
20
1 IR
1 12
1 10
1 20_1
16
1 12
10
20
16
12
10
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED. 0 = EXAMPLE ON SHEET 5
TARI P 4A-
Sill Heightto Max. (+) DP
(Water Infiltration Rating)
(+) Design
SillRiser Height
Pressure, psf
Flush - 1-1/2"
see note 3
Low - 2-1/2"
+ 46.67
Medium - 3-14'
+ 60.0
High - 4"
+ 90.0
JCC NVIC.'i 1-J
I
OH LENGTH �-
OH
OH LENGTH = OH RATIO
OH HEIGHT
HEIGHT
EQUAL TO 1
oOR GREATER
SEE NOTE 3
l
1. POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4" SILL.
2. WHEN USING THE 2 1/2" SILL, POSITIVE DP IS 46.67 PSF MAX. AND WITH THE IW' SILL, _
POSITIVE PRESSURES IS 60.0 PSF MAX,
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
113
3. 21/2"i 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
se
THE 1 1/2" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
HEAVY DUTY ASTRAGAL
REQUIRED. POSITIVE: DESIGN PRESSURES SHOWN IN TABLE 1 MAYBE USED
WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT
HEAVY DUTY STILES
FLORIDA BUILDING CODE (SEE ADJACENT DIAGRAM); THIS CONDITION IS NOT RATED
FOR WATER INFILTRATION.
4. SEE SHEETS 1,.5 &16 FOR ANCHORAGE SPACING, EDGE DISTANCE AND EMBEDMENT
62 111 61 66
INFORMATION,.
-
65 _
5. DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS,
66 -I
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
11 r r r r
D.L.O. HEIGHT = DOOR UNIT HEIGHT = 10.126'
' DIY
61
PANEL HEIGHT = DOOR UNIT HEIGHT-:1,866"
C��. P,•i�f/rrF
ALL INTERLOCKS TO BE REINFORCED'
' No• 56709
WITH THE #66 HEAVY-DUTY REINFORCEMENT
Fes.
HEAVY-DUTY STILES
if j4 L
7070 N.TVENICE`FL 34215OQY
DP AND ANCHORAGE CHART
DRI�IRT.
����y
'j5•('
R•"pdr wd: F
r9411480-1600 ra:
A29296 SERIES 770 H.P. ALUMINUM SGD - LMl
tj� �y t��
JR 04/03/17 C REVISED TABLE 1.
CERT.OFAuni.
s
s„w,anw suu - a,wgNa
A. Ll'N�lltv�IER. P,E.
nmw ur_ 6dla' enepmsy. oa a'
SA1C 815/09
S0D770 H.P. NTS 4 �' 10 PGT0004
G
P.E.458705
3116" HS GLASS
.090" SG -
3116" HS GLASS -
7116' NOM. -
3116" HS GLASS
.090" SG
3116" HS GLASS -
318" AIR SPACE
3116" T GLASS
1" NOM.
L� i i 314" NOM. 83 13/4" NON
{ GLASS GLASS
80- j BITE I BITE
79.6 �
i
EXTERIOR I EXTERIOR I--->
i
54
7116" LAMINATED GLASS TYPES G4 1" LAMINATED INSULATING
GLASS TYPES G6
3116",HS GLASS
114" HS GLASS 090"SG
.090^ SG $116" HS GLASS /
1/4°HS GLASS-- 74 5/16" AIR SPACE
9/16" NOM. III 1/4" T GLASS
1" NOM.�
314' NOM. 83 ; ! 314"" NOM.
81 'GLASS. GLASS
BITE 79 " ' BITE
EXTERIOR 6-5
EXTERIOR
54
9116" LAMINATED GLASS TYPES G4A 1" LAMINATEDINSULATING
GLASS TYPES G6A
Part#
Description
Material
56
Kommeding 4SG TPS Spacer System
57
Quanex Super Spacer nXr with Hot Melt Butyl
See this
Sheetlor
58
Quanex,DurasealSpacer
Materials
59
Cardinal M_ Edge Spacer
STRUCTURAL 114' NOM.
POLYISOBUTYLENE
WITH DESICCANT `. >
F KODISPACE
EXT. GLASS /, 88
4SG TPS
INT. GLASS
—HOT---MELT BUTYL
STRUCTURAL i- '
SILICONE FOAM-\ 3116` NOM.
WITH
.DESICCANT
EXT, GLASS- % 57 SUPER
SPACERU NXTT"'
INT. GLASS
ALUMINUM;p00C3•R
/—.REINFORCEMENT dy;ampiymglEt lr.G
6aidiag CMILIt�'
AccePtosas rda !;,- _ y�,y r
5116' NOM. jj Expirativa Date �,li,(�i ^1
By Uk
ExT cuss DURASEALO tt eeo
f SPACER
4•I �-tN-f. GLASS
POLYISO- DESICCANT FILLAREA
BUTYLENE—* - 5116" NOM.
SEAL
-SILICONE SEAL
ROLL�FORMED
STAINLESS STEEL �f XL EDGET""
ExT. GLASS—� i% f SPACER. `
Ww
INT. GLASS '•,
ttCrtttk�tll+t ItAi ttCYVrtl J: rl�ro/Ih oaooa owv
GLAZING NOTES:
"HS9 = HEAT STRENGTHENEDa„:
1070 TECNN010GYDRIVE
T TEMPERED N VENICEC , FL 34276 GLAZING DETAILS
SG - .090" SENTRYGLAS® BY KURARAY AMERICA, INC. (941)460-f600 r
CERT. OFAUTH.929296 SERIES 770 H.P. ALUMINUM SGD - LM1
er 1
JR 04/03/17 G � NO CHANGES THIS SHEET. sim� s;a.: -sue". or:.
rn w°er. oya cn a:,°s on:e. ° SGD770 H.P. NT$ 3 m 10 POT0004
SM 08105109 Rya __...
NO, ci$705
aTE c
'Ro
`f>>>�7GNA1
d {N$JN MIBLEkP.E.
P.E.# 58705
MAX. UNIT
WIDTH 96"
MAX.
DOOR
UNIT
HEIGHT
108"
MAX. UNIT
WIDTH 145 5/16"
MAX.
DOOR
UNIT
HEIGHT
108"
oxx, xxo' oxo
MAX. UNIT
WIDTH 1911/2"
MAX.
DOOR
UNIT 8 6
HEIGHT
108"
oxxo
S
APPROVED CONFIGURATIONS NO. 58705
I I
1070'FECHNOLOGYDRI-
�A"
ELEVATIONS
(041) 48,11600
"�JQ(OtVAL
NO CHANGES THIS SHEET. CERT, OF AUTH. QW96 SERIES 770 H.P. ALUMINUM SGD - LMI A. LY R, P.E.
!"JI'Z ';4/03/17 "G LYN
SGD770,.,. NTSJ� , 10 1'"'�GTOO; REA 58706
1 -;mZM08:105109 i"=JA I
GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT DESIGNPREssuRERATINc I IMPACT RATING
_ SEE TABLES 1 & to ON I RATED FOR LARGE 8 SMALL
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) SHEET 4 I MISSILE IMPACT RESISTANCE
GLASS STRENGTHS: T= TEMPERED HS,= HEAT STRENGTHED
INTERLAYER TYPES: SG = .090' SENTRYGLAS CODES I STANDARDS USED:
G4- 7/16" LAMINATED: (2) LITES OF 3/16" HS WITH .090" SG INTERLAYER. L27RIDA BUILDING CODE (FBC), 6TH EDITION
RIDA BUILDING CODE (FBC), STH EDITION
G4A - 9/16"LAMINATED: (2) LITES OF 1l4" HS GLASS WITH.090" SG INTERLAYER. oo-09
G6 1"LAMINATED INSULATING GLASS: 3/16"TEXT. CAP +31T AIR SPACE + 7/16"LAMINATED; (2) LITES OF 3/16" HS GLASS WITH.090"SG INTERLAYER, PA NDS 2015 FOR WOOD CONSTRUCTION
G6A -1" LAMINATED INSULATING GLASS: 114" T EXT. CAP + 5/16"AIR SPACE + 7/16"LAMINATED: (2) LITES OF 3116"HS GLASS WITH.090"SG INTERLAYER,M DESIGN MANUAL,ADM-2015
2) DESIGN PRESSURES: A, NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM Mo. .12
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. 10
C" DESJGN 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 MATER.IALS'SHALL MEET THE REQUIREMENTS' OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE GENERAL NOTES.............1
DETAILS SEE SHEETS 4-6. ELEVATIONS ......................2
4) SHUTTERS ARE NOT REQUIRED "PER FBC REQUIREMENTS; AS APPLICABLE. GLAZING DETAILS ............ 3
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT. ANCHORAGE.....................4 6
6) REFERENCES: TEST REPORTS 1`71-5998, FTL-6005, FTL 7468, FTL-6012 & FTL-7825. DESIGN PRESSURES.......4
ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSIIAF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL ELEVATIONS ..................... 7
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY CONFIGURATIONS........... 7
HURRICANE ZONE (HVHZ). VERT. SECTIONS..............8
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE; AS APPLICABLE. HO,RIZ. SECTIONS............ 8
9) CONFIGURATIONS: STRAIGHT DOORS -MAXIMUM 2 TRACKS BY 9 FT. (108") HIGH WITH MAXIMUM 4 FT. NOMINAL WIDE DOOR PANELS, MAXIMUM 4 PANELS. SEE PARTS LIST ....................... 9
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2& 7. EXTRUSIONS ....................10
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
D.L.O. HEIGHT= DOOR UNIT HEIGHT -10:125."
PANEL HEIGHT = DOOR UNIT HEIGHT-1.866"
NOTES' PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6:
1) FOR CONCRETEICMU SUBSTRATE APPLICATIONS IN MIAMI-DADE
COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ANCHORS. SEE
TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND
SUBSTRATE REQUIREMENTS.
2) FOR OTHER SUBSTRATE APPLICATIONS SEE TABLE ON -THIS SHEET.
3) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1.1/2" THICK.1X WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID
CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1.1/2" THICK OR
GREATER. 1 X AND ZX 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.
TARI F A.
Anchor
Group
Anchor Type
Frame
Member
Substrate
Mln. Edge
Distance.
Min. O.C.
Distance
kiln
a badr0ent or
Metal Thickness
A
#1218-B SMS!
F,=60ksi, F� 95ksi
#1241lb SS SMS,
Fr=90 ksi, F„=NO k$l
AU
Southern Pine (SG = 0.55)
- 9116'
718`
_ . 1-y8"'
E063-TSAluminum
38'
9:16'
- 0,071'
A36 Steel
3/8-
06' 1
0.050"
Gc 33 Steel Stud
3/8"
9116'
0:045' (18 Ga)
114" EiooAggre-Gamm
Fr=57 ksl, F�=98 ksi
All
Concrete (min. 2.22 W)
1-11?
- 3' -
1.3l8'
Jamb
Filled Black (ASTM C90)
7
3'
Y
Jamb
Hdlw! Block (ASTM C90)
2'
3"
1414"
All
Southern Pine SG = 0.65
`P '
1'
138"
B
><12 Steel SMS (Gr: S)
-
All
Sour ern Pme (SG = 0.55)
.11
6063-15 Aluminum
3/8'
9116"
- 0.071'
A36 Steel
3,r
9i1fi'
0.05T
Gt. 33 Steel Stud
318'
9MV -
Q:045' 18 Ga
O
i!4' EICo UUraCon�
Fq=155 ksi, FeIT7 ksi
All
Concrete (min. 2.85 ksi)
1"
4^
- - 1-318'
Jamb
HdIow Block (ASTM C90)
1'
6"
1.114'
114' Elco UluaCord
Fy=155 ksi, 17"=177 ksi
All
Concrete r0in. 2.85 ksi)
2-112'
1.W8'
Jamb
- Filled Block ASTM C90)
1 2-112'
1 4'
1 1-314"
Jamb
Hollow Black (ASTM GO)
2-112`
6'
1.114"
D
_
-
14. 410 SS Elco CreleFlez®
F,= 127A ksi, F"=189.7 ksi
Neadl Ssi
Concretelmin. 3:35 ksi)
7°
4'
1-T4"
]amb
CoOcrete (min. 3.95 ksi)
1'
- E°
1.314'"
Jamb
Hollow Block (ASTM C90)
1 24V2'
1
All
Southern Pine SG = 0.55)1
1"1
1-
1-31s.
4) METAL SUBSTRATE TO MEET MIN, STRENGTH AND THICKNESS
1) WHERE SUBSTRATE. CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
ANCHOR GROUPS ABOVE, CHOOSE THE ANCHOR GROUP OF THE LOWEST LET..1ER FOR ALL
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
TABLES IN THIS APPROVAL,
2) ALL ANCHOR HEAD TYPES ARE APPLICABLE,
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT
3) FOR STEEL STUDS, MIN. FU = 45'KSI, MI.N. FY = 33 KSL
REQUIRED. IF USED, NONWSHRINK, NON-METALLIC GROUT, MAX.1/4"
4) FILLED BLOCKVALUES MAY ALSO BE USED IN HOLLOW BLOCK APPLICATIONS.
THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE
5) ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT A MINIMUM OF 3 THREADS EXTEND
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,
BEYOND METAL 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
107oTECHNOLOGrDRIVE
H. VENICE, FL.3427s
GENERAL NOTES AND MAP
JURISDICTION
(941/460.1600
ram,
CERr, OFAU7h #29296
SERIES 770 H.P. ALUMINUM SGD - LM1
I NTS 11 a 10 1 PGT0004
LYNiV
• No. 58705 •'� /
na
On', ST STATE r�:�
iif��,t •��UgIJA,:•' ���
' SjdlbihL
A LfNN rytItA:2l .P).E
P.E.# 58105
PGT Industries, Inc.
NOTICE OF ACCEPTANCE:.. :EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America; Inc. for their "Kuraray
PVB Glass Interlayer" dated 03/12/15, expiring on 1.2/11/16.
F. STATEMENTS
1. Statement letter of conformance to and complying with FBC 51' Edition (2014), issued- by
manufacturer, dated 12/31A4, signed and sealed by Anthony Lynn Miller, P.'E
I Test proposal No.16-0152 dated 03/09/16 approved by. RER.
3. Proposals:No.'s 09-0177 A,, dated 05105/0% =B dated. 05/27/09 and —C dated 05/27109, all
issued by the Product Control,, signed by Ishaq Chanda, P. E.
G. OTHERS
1. Notice of Acceptance No.15-0106.08, issued to PGT Industries,. Inc. for their Series "770-HP
Aluminum Sliding Glass Doors:w /Reinforcements — L.M.L", expiring on 03/24/20.
3. New Evidence submitted
A. DRAWINGS
1. Drawing No.PGT0004 Rev G, titled "Series, 770 H.P. Aluminum SGD-LMI", sheets 1 through
10 of 10, prepared by manufacturer, dated 08/05/07 and last revised on 11/22/19, signed, and
sealed by Lynn Miller, P.E.
C. CALCULATIONS (submitted under file #17-0420.13.)
1. None
D. QUALITY ASSURANCE.
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0808.02 issued to Kuraray America, Inc. for their "SentryGlasU
(Clear and White) Glass Interlayers", expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance to FBC 20,17 (6 h Edition) and letter of no financial interest,;
prepared by PGT, dated 11/22/19, signed and sealed by Lynn Miller, P.E.
G. OTHER
1. This NOA renews NOA # 17-0420.13, expiring 03/24/ 2025.
Ls. aq 1. Chanda,; i'.E. .
ifoduct Control Unit Sape:"nor
NOA.No. 1.9-112604
Expiration" Date: March 24, 2025
Approval Date: Jannary 09 20..2Q.
,E-3
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
Q. OTBFR }
1. This 140A revises # 11-1018.16, expiring.March 24, 2015.
2. Test proposal dated. 6/4/13 approved by Jaime Gascon, P.E.
3. Test proposals No(s) 09-0177, 0177-A; B & C approved by BCCO.
4. Letter of commitment dated. February 20, 2014, issued by PGT, signed by A. Lynn Miller, P.E.
2. Evidence submitted under previous approvals
A. DRAWINGS (submitted under file#16-2609.06/#15-0106.07/#13-1009.07)
1. 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 "F" dated 05/05/16, signed and
sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Reference, Test reporton 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
(vy/ 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
06/20/16, all signed. & sealed by, Idalmis Ortega; P.E.
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 20244
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 FBC2411.3.2.1, and TAS 202-94
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 Idalmis Ortega, P. E.
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 NEssile 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 202-9.4
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.
C. CALCULATIONS.
1. Anchor verification calculations and structural analysis, complying "with FBC 5a' Addition.
(2014),, prepared. by manufacturer, dated 03/05./15, signed and sealed by Anthony Lynn
Miller, P.E.
2. Glazing complies with ASTM E1300-04109
D. QUALITY ASSURANNC -
1. Miami Dade -Department of Regulatoryand Economic Resour es-(RER). [
.Ishaq. I. Chanda, RE.
Product Control: Unit. Supervisor.
NOA No. 19-1.126.04
Expiration Date: Marchl4, 2025
Approval.Date: January 09, 2020
E-2
PGT.Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence.submitted under previous approvals
A. DRAWINGS
1. Manufacturer's die (hawings.and:sections.(Submitted under files .# 11-1018.16/#09-0826.12).
2. Drawing:No.PGT0004 Rev D, titled "Series 770 HT -Aluminum. SGD-LW', sheets 1 through ;10 of
10, prepared by manufacturer, dated 08/05/07 and last revised on 02113/14, signed and sealed by
Lynn Miller, P.E.
B. TESTS
1. Test report on 1) Air. Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, 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(b) 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, all. signed and sealed by Martin. D. Brinson, P.E.
Note: This test report has addendum letter dated Jan 13, 2014, issued by Fenestration Testing, Lab.
2. Test report on 1) Air Infiltration. Test, per FBC, TAS 242-94
2) Uniform Static Air Pressure Test, 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 (b) and TAS 2,02-94
Along with marked -up drawings and installation diagram of. Aluminum Sliding Glass Doors,
prepared by Fenestration Testing Laboratory, Inc., Test Report No FTL-5998, FTL-6005. and FTL-
6012, dated 08/10/09, all signed and sealed by Julio Gonzales,. P.E. (Submitted under files # 11-
1018.16/#09-0826.12). Note: The test reports No. FTL 5998 has been revised and reissued on
l2/29/09,_ signed and. sealed by Julia Gonzales, P.E.
3'. Additional reference supporting test reports # FTL 52M and ATI72138.01-401-18.
C. CALCULATIONS
1. Anchor verification and comparative analysis dated 01/24/14 and last revised. on 02/13/14, sheets
1 thm 45, prepared by PGT, signed and sealed by Lynn Miller, P. E.
2. Glazing complies with ASTME-1300-02 &-04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources .(RER).
E. MATERIAL CERTIFICATIONS
1 Notice of Acceptance No.11-0624.02 issued to E.I. DuPont De Nemours & CO., Inc`. for
"DuPont. SentryGlas ® interlayer", expiring..on 01/14/2017.
F. STATEMENTS ,
1. 'Statement letter dated OCT 04, 2013 of compliance to FBC 2010 and "No financial interest",
prepared `by PGT, signed & sealed by Lynn. Miller; P.E.
2: Letter of lab compliance, part of the above test reports�►—
iaq. I:. Chanda, P.E.
Product Control Vnit Supervisor
NOA No. 19-1126.04
Expiration Date: March 24, 2025
ApprGval'Date January 09 2020
E -'1
`«.Igo
a:
DEPARTMENT OF REGULATORY AND EC
'BOARD AND CODE ADMINISTRATION Dr
.NOTICE OF ACCEPTANCE
PGT Industries, Inc.
1070 Technology Drive,
North Venice, Fl. 34275
RESOURCES
RECEIVED
JUN 2'3 ?020
ST. Lucie County, Permitting
MIAMI-DARE COUNTY
PRODUCT CONTROL SECTION
11805 SW.26 Street; Room 208
Miami ,,Florida 33175-2474.
T (780) 315-2590 F (786) 315-2599
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 tobe
used in Miami Dade County and other areas where allowed by the,:Authority Hi ing 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 AH3 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 1.
1770HP" Aluminum Sliding Glass Doors w,10einforcements
APPROVAL: DOCUMENT: Drawing No.PG.T0004 Rev G, titled "Series 770 H.P. Aluminum SGD-LMI' ; sheets.1
through 10 of 10, prepared by manufacturer, dated 08/05/07" and last revised on 11/22/19, signed and sealed by Lynn
Miller, P.E., bearing the Miami -Dade: County Product Control Renewal stamp with the Notice of Acceptance number
and expiration date by the`Miami-Dade County Product Control Section.
MISSILE IMPACTRATING: Large Missile. Impact Resistant
Limitations:
1. See tables 1& 1A in sheet 4 of this approved drawing set for applicable SGD unit sizes, design pressures,
reinforcements, glass types, sill riser and anchors requirements. See approved configurations in sheet 2.
2. Applicable operable door Egress min clear width &height requirements must comply per FBC, to be reviewed. .
by.Building official.
3 See glazing options G4, G4A, 66 and. G6A in sheet 3 .
LABELING: Each:unit shall bear a permanent, label with the manufactures-s name or logo, city, state and 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 withany 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 renews NOA#' 17-0426.13 and consists of this page land evidence pages E-1, E-2 &. E-3,; as well as
approval document mentioned above.
.t
The submitted. documentation was reviewed by Ishaq.1. Chanda, P.E.
NOA No 194126.04.
M�AMI DAOE CouN7Y Expiration Date: March 24, 2025
�U"L#Aul NNW Approval Date: January'09, 2020
Page 1