HomeMy WebLinkAboutPLANS 2GENERAL NOTES: SERIES 770 H.P. LMI SLIDING GLASS DOOR WITH REINFORCEMENT
DESIGN PRESSURE RATING
IMPACT RATING
SEE TABLES 1 & 1A ON
SHEEi4
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
1) GLAZING TYPE OPTIONS: (GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR)
GLASS STRENGTHS: T = TEMPERED HS = HEAT STRENGTHED STANDARDS USED:
INTERLAYER TYPES: SG.= .090" DUPONT SENTRYGLAS
•2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
G4 - 7116" LAMINATED: (2) LITES OF 3116" HS WITH .090" SG INTERLAYER.
'ASTM E1300-09
G4A 9116" D.WINATED: (�T5SOF 1/4" HS GLASS WITH .090" SG INTERLAYER.
•ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION
G6 -1 LAMINATED -INS UCA`I ING GLASS: 3116" T EXT. CAP + 3/8" AIR SPACE + 7 16" MINATED: (2) LITES OF 3/16" HS GLASS WITH .090" SG INTERLAYER.
•ALUMINUM DESIGN MANUAL, ADM-2010
•AISIs100.07/S2-2010
G6A- 1" LAMINATED INSULATING GLASS: 1/4" T EXT. CAP + 5/16" AIR SPACE + 7/16" LAMINATED: (2) LITES OF 3/16" HS GLASS WITH.090" SG INTERLAYER.
2) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300.
NOA DRAWING MAP
3) ANCHORAGE: THE 33-1J3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,
THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE. FOR ANCHORAGE
SHEET
DETAILS SEE SHEETS 4-6.
GENERAL NOTES.............1
4) SHUTTERS ARE NOT REQUIRED.
ELEVATIONS ......................2
5) INSTALLATION SCREWS, FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT.
GLAZING DETAILS ............ 3
6) REFERENCES: TEST REPORTS FTL-5998, FTL-6005, FTL-7468, FTL-6012 & FTL-7825.
ANCHORAGE .....................4-6
ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NONS, ANSI/AF&PA NDS FOR WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL
DESIGN PRESSURES ....... 4
7) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
ELEVATIONS ..................... 7
HURRICANE ZONE (HVHZ).
CONFIGURATIONS........... 7
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
VERT. 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
HORIZ. SECTIONS ............ 8
EXAMPLE ELEVATIONS AND PANEL CONFIGURATIONS ON SHEETS 2 & 7.
PARTS LIST .:..................... 9
EXTRUSIONS .................... 10
D.L.O. WIDTH = NOM. PANEL WIDTH - 7"
D.L.O. HEIGHT= DOOR UNIT HEIGHT - 10.126'
PANEL HEIGHT= DOOR UNIT HEIGHT-1.866"
NOTES PERTAINING TO ANCHORAGE DETAILS ON SHEET 5-6:
1) FOR CONCRETE/CMU SUBSTRATE APPLICATIONS IN MIAMI-DADE
COUNTY, USE ONLYMIAMI-DARE COUNTYAPPROVEDELCOANCHORS.
SEE TABLE 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 IX 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. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT
OF RECORD.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ER MATERIAL IS NOT
Group
Anchor
Substrate
Frame
Member
Min. Edge
Distance
Mn.
Embedment
K414!' Elcoslmacori
Concrete (min. 2.85 ksl)
Ungmuted CMU, (ASTM C-90)
Rm_ Sill/Jamb
Jamb only
1"
2-V2'
1-318'
i-1/4"
Grouted CMU (ASTM G90, min, 2 kai grout)
Jamb aNy
2-1l2"
13/4'
2
114" Eleo 410 S.S.
Crete Flex
Concrete (min. 3.35 ksi)
Head/Sll/Jamb
1"
1-3/4'
Ungrouted CMU, (ASTM C-90)
Jamb only
2-112"
1AW
P.T. Southern Pine (SG=0.55)
Head/SIUJamb
1"
1,395"
1!4° Elco tJitmcan
Concrete (min. 2.85 ksi)
Head/Sll
1 °
'13/8"
Ungmuted CMU (ASTM C-90)
Jamb only
1°
1, 1/4"
3
#12, 18-e or 410
S.S. 8 or
(min. 11 tSMS, in)
P.T, Southern Fine (SG=0.55)
Head/SIIIJamb
9116,
1318"
Aluminum, 6063-T5"
Head1S1111Jamh
$18"
0.071"
Steel, A36"
Steel Stud, A653 Gr. 33"
Head/Sill/Jamb
Head/Siht lamb
318"
318"
0.050,
0,0451'
1W Elco 1" S.S.
Aggre-Gator
Concrete (min. &275 ksi)
Head/SilllJamb
1-11T
1 JI8"
Ungmuted CMU, (ASTM C-90)
Jamb only
2"
1-114"
Gmuled CMU (ASTM 0-90, min. 2 ksi grout)
Jamb oNy
2"
2°
P.T. Southern Pine (SG=0.55)
Head/Sill/Jamb
1"
4
#12, Steel SMS G5,
(min. 11 threads/in)
P.T. Southern Pine (SG=0.55)
Head/SIIUJamb
9/16"
1318"
Aluminum, 6063-W
Head/Sill/Jamb
3/6"
0.071'
Steel, A3b'
Head/Sil1/Jamb
3/8"
O,OSD"
Steel Stud, A653 Gr. 33"
Head/SIII/Jamb
3/8"
0.0451'
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTH ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. METAL SUBSTRATE TO MEET MIN.
REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT, MAX 1/4" STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE
THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORTTHE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,
AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND
WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITYrIN
JURISDICTION. +..
ro
NOKOMiS, FL 34275
P.O. BOX 1529
NOKOMIS, FL 34274
GENERAL
NTS I 1 a 10 1 PGT0004
SCANNED
BY
St. Lucie Countv
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.07
Expiration Date 03/24/2020
By /
Miami- )fte Product Control
\`�ttillll; 11//
' No. 58705 J
sTAV1� : �W
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MAX. UNIT MAX. UNIT
WIDTH 96" WIDTH 145 5/16"
A 8 F 1 A e F I
6 6 6 8 6 6 8 8
I
MAX. MAX.
DOOR e° / 8 / DOOR 8° 8 8
UNIT E L UNIT L E L
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HEIGHT HEIGHT
10I8" 1081,
OXX, MOi OXO 6 6 8
MAX. UNIT
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Building Code
D 6 e NOA-No. 16-0629.07
U 6 8 Expiration Date03l24l2020
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APPROVED CONFIGURATIONS
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SMC 08/051D9 IEGI
WIDTH 191 1/2"
A 8
6 8 8
-y
l
3116" HS GLASS
3/16" HS GLASS
DUPONT .090 SG
SILICONE
DUPONT.090 SG
3/16" HS GLASS
STRUCTURAL
3116" HS GLASSK314"NOM.
3/8" AIR SPACE
74
POLYISOBUTYLEN
1/4" NOM.
3/16" T GLASS
WITH DESICCANT
7116" NOM.
1" NOM.
KCDISPACE
EXT, GLASS
82
4SG TPS
83
314" NOM.
GLASS80
79
BITEINT-GLASS
6-59
EXTERIOR
EXTERIORALUMINUM
REINFORCEMENT
7116" LAMINATED GLASS TYPES G4
1" LAMINATED INSULATING 55
s/is^ NOM.
GLASS TYPES G6
BUTYLa
DESICCANT
FOAM
DURASEAL@
SG = DUPONT
SENTRYGLAS
EXT. GLASS
eT
SPACER
3/16" HS GLASS
--1
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DUPONT .090 SG
INT. GLASS
DU1/4"S'GLAS$
PONT .090 SG
3/16" HS GLASS
SPACE
74
11 HS GLASS' —� {
I 7a '
5116" AIR
1/4" T GLASS
916",-NOM. �11
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HOT -MELT BUTYL
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STRUCTURAL
82
83
314" NOM.
SILICONE
FOAM
3/16 NOM,
3l4" NOM.
GLASS
WITH
81
GLASS
BITE
79
BITE
DESICCANT
SUPER
56 59
EXT. GLASS
5s
SPACER NXT
EXTERIOR
EXTERIOR
54
1" LAMINATED INSULATING 55
INT.GLASS
9/1. !LAMINAIED_GLASS TYPES G4A
GLASS TYPES G6A
Part #
Description
Material
56
Kommerling 4SG TPS Spacer System
See this
57
Quanex Super Spacer nXT• with Hot Melt Butyl
Sheet for
58
Quanex Duraseal Spacer
Materials
59
Cardinal A Edge Spacer
REFERENCE 1 E51 KtUKIa:rI�- [If, oaooaoo,�
POLYISO-
DESICCANT FILL AREA
BIITYLENE
6116" NOM.
SEAL
SILICONE SEAL
ROLL -FORMED
STAINLESS STEE
XL EDGE""
59
SPACER
EXT.GLASS
GLASS
O TECtINOLOOYORAIEjuerSGD770H.P.
GLAZING DETAILS
NOKOMIS, R. 64276
P.O.eox162s �SE�I�rES_770 f P. AlUN11NUM-SGLT= LMJ
NOKOMI6, FL 34274sw�'N '3" NTS 3 d 10 PGT0004
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.07
Expiration Date 03 4/2020
By
Miami-DaPf'Praduct Control
1 Lt l-.ii:
Off
'" A. LYNN MILLER, P.E.
F P.E.#58705
ItusLr I:
Design Pressure (DP) and Anchor Quantities Required
(For all approved Configurations, Sheet 2 and Glass Types, Sheet 3)
Door Unit Height (In)
Interlocks
"
"
90,
198"
107'
108"
Reinforced
Heavy-duty Astragal
69-718" (DLO)
73-78" (DLO)
79-718" (DLO)
1 87-7/8" (DLO)
91-70 (DLO)
97-7/8" PLO)
Heavy-duty Stiles
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
Anchor Group
11
2&4
3
1&2
3 4
1&2
1 3 1 4
1 2
3
4
1 & 2 1 3
1 4
1&2
1 3
1 4
DPW
+901A30
+9o/-130
+90/-13(3
+901-130
+90/-130
+90/-130
24'
17"
Head15i11
C5+2
C5+2
C5+2
C5+2
C5+2
CS+2
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
(DLO)
Jamb
10
10
10
10
1 10
10
10
10
10
10
10
1 10
1 1D
12
12
1 12
1 12
1 12
12
DP (psfl
+90/-130
+90/-130
+90/-130
+90/-13D
+90/-130
+90/-130
30"
LO)
Head/Sill
I C5+2
I C5+2
C5+2
C5+2
C5+2
C5+2
C5+2
I C6+2
C5+2
C5+2
CS+2
C6+2
C6+2
C6+2
06+2
C8+2
06+2
C7+2
C7+2
£
a_
PM.
Jamb
10
10
10
10
10
10
10
12
10
10
10
12
10
12
14
1 12
12
1 14
1 12
DP (psr)
+90/-130
+901.130
+90/-130
+901-130
+9(l/-130
+90/-130
a
36.
Head/SIII
C5+2
C5+2
C5+2
C5+2
C6+2
C6+2
C6t2
C6+2
C6+2
C6+2
C6+2
C7+2
C7+2
C7+2
C7+2
C7+2
C7+2
CB+2
C8+2
PLO)
Jamb
10
12
1 10
10
42
10
10
1 14
1 10
10
10
1 14
10
12
16
12
12
16
12
Z
DP (psg
+901-130
+901-130
+901-130
+901-130
+901-130
+WI.121A
42°
Head/Sill
C6+2
C6+2
C6+2
C6+2
06+2
C6+2
C6+2C7+2
C7+2
C7+2
C7+2
C8+2 C8+2
C7+2
C8+2
CB+2
C7+2
C8+2
C6+2
{ L'
Jamb
10
12
10'•
10
14
10
10
1 14
10
1 10
10
1 16 1 10
12
18
1 12
12
18
12
DP (pso
+901-130
+90/-130
+90/-130
+901-130
+901-118.6
+901.110
48"
Head/SDl
06+3
1
06+3
C6+3
06+3
C7+3
07+3
C7+3
C7+3
07+3
C6+3
C8+3
C8+3
C6+3
C7+3
C8+3
C8+3
C7+2
C6+3
CB+3
(DLO)
Jamb
10
14
1 10
10
14
10
10
1 16
1 10
1 10
1 10
16
12
12
18
12
12
18
12
NOTE: JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS I u lie ws }ALCM). O = EXAMPLE ON SHEET 5
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 3 1/4" SILL,
POSITIVE PRESSURES IS 60.0 PSF MAX.
(NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A ON THIS SHEET.
3. 2112", 3 1/4" AND 4" SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS
THE 1 112" SILL IS NOT AND MUST ONLY BE USED WHERE WATER RESISTANCE IS NOT
REQUIRED. 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"
NOKOMIS. a 34215
P.O. BOX 1529
NOKOM/S, FL 34274
OH LENGTH I_
OH LENGTH = OH RATIO
OH OH HEIGHT
HEIGHT
�j EQUAL TO 1
O OR GREATER
SEE NOTE
TABLE 1A:
HEAVY DUTY ASTRAGAL
HEAVY DUTY STILES
Sill Height to Max. (+) DP
'(Water Infiltration Rating)
Sill Riser Height
(+) Design
Pressure, pst
Flush-1-112"
see note 3
Low - 21/2"
+ 46.67
Medium - 3-1/4"
+ 60.0
Mgh - V
+ 90.0
SEE NOTES 1-3
DPAND ANCHORAGE
770 H.P. ALUMINUM SGD - LMI
NTS 1 4 a 10 1 PGT0004
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.07
Expiration Date 03/24/2020
By
Miami102 roduct Control
N
C..
A. LYNN•Ml1LLER, P.E.
P.E.# 58705
ANCHORAGE REQUIREMENTS NOTES:
1. APPROVED ANCHORS: SEE SHEET 1.
2. ANCHOR QUANTITIES SPECIFIED IN TABLE 1 ON SHEET 4:r
HEAD & SILL ................ 8" 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 8" FROM CORNER ANCHORS CAN BE INCLUDED).
ADDITIONAL ANCHORS 24" MAX. ON CENTER.
SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL / INTERLOCKS ON SHEET 6.
JAMBS ......................... 6" MAX. FROM BOTTOM AND 17.125" MAX. O.C. UTILIZING JAMB ANCHOR QUANTITIES FROM TABLE ON SHEET 4.
SEE "C8" CLUSTER - INTERIOR
"+3" ANCHORAGE
"ANCHORS PER PANEL" ARE THOSE
INTERLOCK
DETAIL, SHT. 6
7" MAX. ASTRAGAL
8" MAX
AT THE HEAD AND SILL BETWEEN 3-1/2 MAX'
CENTERLINE
O.C. CENTERLINE
CLUSTERS OR THOSE BETWEEN A
--
-- —� �- —
CLUSTER AND A FRAME JAMB.
o 0 0 0
I
0 0 0 0
4.051" ' '
0
2,04"
o. o
o a o
--
1 I
8" MAX. —►
'
24. MAX. O.C. 3.5" MAX. O.C.
OF PANEL CENTERLINE OFPANEL 3
— CENTERLINE OF
PANEL I I+ CENTERLINE
EXAMPLE OXX ANCHORAGE PLAN:
C8+3 HEAD & SILL ANCHORAGE
(3 PANEL 2-TRACK EXAMPLE SHOWN) = (25) ANCHORS TOTAL
I
L(3) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4
--- - - - - - - - - - - - - - - - - - - - - - - -
- - - - -- - - - - - - - - -
EXTERIOR
-- -----
1i
M
8" MAX., TYP
08+3 = (36) ANCHORS TOTAL AT HEAD AND AT SILL
3 C8 3 C8 3 C8 3
r 6" MAX.
x
x
x
}8"
x x zx x x z zz
x
x
z
z x x xx x x x
x
x
x
x
17.125" M,
x
AX x
x
x
x
x
x
u
x
x
z x xx x x x xx
xxx x�xx
" MAX. xx
O.C.
i0� iM"M4Y
x x x xz x x
x xxxx x x
Lo— C.L. ASTRAGAL
MAX.
EXAMPLE OXXO ANCHORAGE PLAN:
(4) PANEL, 48" x 108" DOOR FROM TABLE ON SHEET 4, ANCHOR GROUP 4
4X. O.C. TOTAL OF 12,(6 PAIRS)
GROUP 4 ANCHORS PER
JAMB (SEE SHEET 6 FOR
PAIR O.C. SPACING)
07ECHNOLOGYORNE ANCHORAGE SPACING & EXAMPLE PLANS
NOKOMIS, FL W75 tae
SERIES 770 H.P. ALUMINUM SGD - LMI
P.O. BOX 1525 sN, b I see,: sm.,. ox,4,y�y rs"c
NOKOMI$FL 34274 ® SGD770H.P. NTS 5 a 10 PGT0004 F
PRODUCT REVISED
as complying with the Florida
Building Code
HOA-No. 16-0629.07
Expiration Date 03124/2020
By
Miami-Daduct Control
507i 1.
A. LYNN MILLER RE.
P.E.# 58705
NOTES:
1. ALL DIMENSIONS SHOWN ARE BASED ON
MINIMUM ALLOWED.
2. METAL SUBSTRATES SIMILAR TO WOOD
SUBSTRATES AS SHOWN.
* DIAGONAL, O.C. DIMENSION IS 4.051", SEE
CLUSTER DETAILS, (APPLIES TO ALL ANCHORS).
21116"' :: 2XWOODBUCKTYP,
EDGE DIST., SEE ANCHOR NOTE
SEE CHART 3, SHT. 1
SHT.1 1
INT. ASTRAGAL OR
INTERLOCK
7 E
woo
BOOM
2-TRACK, ASTRAGAL / INTERLOCK
EJ�•L. � EMBED., SEE 5 ANCHOR CLUSTER - C5
CHART, SHT. 1
1/4" EMBED., SEE CHART, SHT. 1
MAX
SHIM 1/4" MAX. SHIM 1
WOOD ANCHOR TYP., SEE IxWOOD
ANCHOR NOTE 2, SHT. 1 BUCK TYP.,
DETAIL A, 2-TRACK W/ SCREEN FRAME HEAD SEE ANCHOR
WOOD INSTALLATION NOTE 3, SHT. 1
CONCRETE
ANCHOR TYP.,
EDGE DIST., SEE ANCHOR
SEE CHART 2-1/16" * NOTE 1, SHT, 1
SHT. 1W Ma
�
EDGE DIST.,
SEE CHART
ASTRAGAL OR
.INT. INTERLOCK
CENTERLINE
7" 7"
3.5"
1.75"
4.os1" 2.04"
3.5" 7„
2-TRACK, ASTRAGAL /INTERLOCKSHT. I
•'.�ONCRETE
M� —t � YWWOOD BUCK TYP., SEE
SHIM u ANCHOR NOTE 3, SHT. 1
S
OOD ANCHOR TYP., SEE
ANCHOR NOTE 2, SHT. 1 G] EXTERIOR INTERIOR* NC
DETAIL B, 2-TRACK FRAME HEAD (ALL VERT. SECTIONS)
WOOD INSTALLATION EMBED., SEE
WOOD ANCHOR TYP., SEE CHART, SHT. 1,1 EDGE DIST.,
I ANCHOR NOTE 2, SHT. 1 114" MAX. SHIM � SEE CHART
I SHT. 1
1/4" MAX.
(SEE ANCHOR
NOTE 5, SHT. 1)
EXT.
2-1/16"
DETAIL C, 2-TRACK FRAME SILL
WOOD INSTALLATION
6'
2x WOOD BUCK TYP., SEE
ANCHOR NOTE 3, SHT. 1
EMBED., SEE
CHART, SHT. 1
WOOD ANCHOR
TYP., SEE ANCHOR
NOTE 2, SHT. 1
EDGE DIST.,
SEE CHART
SHT. 1
6 ANCHOR CLUSTER- C6
INT.
3.5" Fes-- �—t 7"
CENTERLINE
1.75"
T __ S_>•�tattttttttttttt�
8 ANCHOR CLUSTER - C8
INT.
ASTRAGAL OR
INTERLOCK
CENTERLINE
7"
3.5"
2.04"
o
4.051"
K&Yt➢
2.06"
4,051"
O.C.
TYPICAL JAMB ANCHOR PAIR FOR563
2-TRACK ASTRAGAL! INIEHLOGK
7 ANCHOR CLUSTER - C7
EDGE DIST., EMBED.,
SEE CHART SEE
2-1/16"
SHT. 1 CHART,
_ SHT.1
1R. fl DCT.
1/4" \-CONCRETI
MAX. J If
SHIM
ONCRETE ANCHORTYP.,
SEE ANCHOR NOTE) SHT. 1
DETAIL F 2- CTRA K FRAME HEAD
CONCRETE INSTALLATION
114" MAX. 2-1/16"'
(SEE ANCHOR GROUT AS REQ.
NOTE 5, SHT. 1) CONCRETE
EXT. }
2x WOOD BUCK TYP., SEE � ;; ;•,-',' _;
EXT. ANCHOR NOTE 3, SHT. 1 '•, . � : '•.:
DETAIL E. 2-TRACK FRAME JAMB CONCRETE ANCHOR TYP.,
WOOD INSTALLATION _SEE ANCHOR NOTE 1, SHT, 1-
NOKOMlS, A34275
P.O. BOX 1529
NOKOMIS, FL 34274
EMBED„ SEE
CHART, SHT. 1
(EDGE DIST.
SHT. 1
770 H.P. ALUMINUM SGD - LMI
By
xa. I NTS 6 < 10 PGT0004 I F
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 96-0629.07
Expiration Date 03/24/2020
Miami-D4de�Wduct Control
Al
LYNN MILLER P.E
P.E.$ 55705
PANEL LETTER
K SINGLE
INTERLOCK
A INSINGLE
TERLOCK
®
LOCKSTILE
MLOCKSTILE
LSINGLE
INTERLOCK
MM^�
L p�
ASTRAGAL
OUT
ASTR
AGAL RAGAL
IN
roxoul)
C
SINGLE
INTERLOCK
(�
SINGLE
j—
INTERLOCK
FIXED
R
LOCKSTILE
cTRAGAL
OUT
�x m
T
ASTRAGAL
W
JAMB DETAIL'K' OR'L',
SHT, 8 & ANCHOR
NOTE:
1. MAXIMUM NOMINAL
LOCKSTILE
DETAILS'D' &'E', SHT. 6
INTERLOCK DETAIL V,
PANEL WIDTH FOR ALL
SHT. 8
PANEL CONFIGURATIONS
EQUALS 48"
LOCKSTILE
ASTRAGAL DETAIL'M', SHT. 8
EXTERIOR
HEADER DETAIL T, SHT. 8
& ANCHOR DETAILS'A','B'
SINGLE
&'F', W. 6 7
INTERLOCK
SINGLE
INTERLOCK
ASTRAGAL
OUT
SINGLE
INTERLOCK
SINGLE
INTERLOCK
ASTRAGAL
IN
FIXED
LOCKSTILE
SINGLE
INTERLOCK
FIXED
LOCKS77LE
FIXED
LOCKSTILE
FIXED
- ASTRAGAL
LOCKSTILE
OUT
(eOx0117)
FIXED
ASTRAGAL
LOCKSTILE
IN
(90X1M
NOTE:
REINFORCEMENT (ITEM #66) REQUIRED AT ALL INTERLOCKS.
'Q INTERIOR
(ALL PANEL TYPES)
EXTERIOR
D.L-O. WIDTH = NOM. PANEL WIDTH -T'
D.L.O. HEIGHT = DOOR UNIT HEIGHT-10.125"
PANEL HEIGHT = DOOR UNIT HEIGHT -1.866"
l 97 ULMAX.
U IW 0 vv w i n
41" MAX,
NOMINAL
D.L.O.
PANEL
WIDTH
�rWIDTH
PANEL
PANEL
PANEL
PANEL
TYPE
TYPE
TYPE
TYPE
,FV
REINF.
L'
SEE
NOTE
3
'D'
REINF.
'P,
97 7/8" IM
MA
MAX. DO(
D.L.O. UN
HT.
TYR HI
TYI
SEE FRAME &
PANEL CORNER
CONSTRUCTION
DETAILS BELOW
OXXO (2 TRACK)
) X 1.50'
PH SMS
PANEL CORNER
DETAIL
)"
X.
)R
SILL DETAIL'H', SHT. 8 &
ANCHOR DETAILS'C' &
G', SHT. 6
SILICONE
HERS
FRAME CORNER
DETAIL
#8Xill
PH SMS
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=106 118"
3. (1) LOCK (ITEMS 75 & 107-110) AT EACH LOCKSTILE, LOCKING INTO KEEPER
(ITEM 103) AT FRAME JAMB OR ASTRAGAL.
NOKOMIS, FL 34276
P.O. SOX 1529
NOKOMIS, FL SV74
SERIES 770 H.P.
SGD770KP. I N7S I 7 a 10
ELEVA
- LMI
PGT0004 I F
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.07
Expiration bate 03/24/2020
By
Miami-O"ad po"duct Control
A. LYNN MILLER, RE,
P-E.# 58705
ALL REINFORCED INTERLOCK
DETAIL'J'
PETAIL'N' SCREEN
T UMAI
h,
(2-TRACK SHOWN)
DETAIL'O' SCREEN
AT SILL
(2-TRACK SHOWN)
SILL RISERS OPTIONS
(SEE D.P. LIMIT TABLE 1A, SHEET 4
SEE SHEET 6 FOR FOR
INSTALLATION DETAILS)
EXT.
1r
FLUSH BOX SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
18
EXT.
1.5s7°
FLUSH FLAT SILL RISER
(NOT VALID FOR WATER
INFILTRATION RESISTANCE)
EXT.
LOW BOXSILL RISER
(2-1/2")
EXT.
5"
;5"
LOW FLAT SILL RISER
(2-1/2")
PART ILLUSTRATIONS
(SEE SHEET 6 FOR FOR INSTALLATION DETAILS)
EXT.
910 X 3/4".
SMS, X 3
a
FULL LENGTH
OFJAMB
OPTIONAL CLIP
W/ RETAINER #123
=1XED PANEL)
tIOR INTERIOR
w (ALL VERT. SECTIONS)
5"
MEDIUM BOX SILL RISER
(3-1/4")
EXT.
6"
MEDIUM FLAT SILL RISER
(3-1/4")
O TECHNOLOiWDRNE
NOKOMIS, FL 34275
P.O.6OX 1529
NOKOMIS, FL S42M
EXT.
DETAIL'P' SCREEN
AT JAMB
(2-TRACK SHOWN)
5.
HIGH BOX SILL RISER
HIGH FLAT SILL RISER
(4.,)
MAX. 108'
DOOR UNff
HEIGHT
DETAIL'L'
977/6'
MAX.
DLO
TYP.
4 INTERIOR
(ALL HORIZ. SECTIONS)
EXTERIOR
DETAIL T
DETAIL'H'
VERTICAL & HORIZONTAL SECTION
SERIES 770 H.P. ALUMINUM SGD - L,
NTS I s m 10 1 PGr0004 I F
ASTRAGAL
DETAIL'M'
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16.0629.07
Expiration Date 03/24/2020
BY
Miami-Dadz:,$"loduct Control
Q(b
A. LYNN MILLER, P.E.
P.E.# 58705
Item
DwgT#
PGT#
Description
1
17306
617306
2 TRACK HEAD
2
17303
617303
2-TRACK HEAD WrTH SCREEN RAIL
5
17314
617314
FRAME SCREW COVER
6
17317
617317
FRAME HEAD/JAMB ADD -ON
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
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
22
17355
617355
SILL RISER -MEDFLAT
23
17354
617354
SILL RISER - MED HOLLOW
24
17320
617320
SILL RISER - HIGH HOLLOW
25
17323
617323
SILL RISER - HIGH FLAT
ITEMS 40-53 ARE SCREEN PARTS:
40
4319
612258
SCREENSIDE RAIL-LOCKSTILE
41
7LOCKWGSK
SCREEN LOCKSET
42
41916
SCREEN KEEPER SPACER SET
43
8152
68152
SCREEN INTERLOCK ADAPTER
44
4428
64-28
SCREEN DOUBLEINTERLOCK
45
4317
612255
SCREEN TOP RAIL
46
4318
612257
SCREEN BOTTOM RAIL
47
668
7SRAZ
STANDARD ROLLER
4
b;a
7SRAX
ISTANDARDROLLER- ST.STL.
49
4344
64'4
SCREEN ASTRAGAL
50
17349
617349
OXO SCREEN ASTRAGAL ADAPTER '
54
1692
61692
SCREEN SPLINE -.165"
52
1s94
61694
SCREEN SPLINE -.150
--Cl53 816C20
SCREEN CLOTH
54
1725
1/2° X4° X 1/16° SETTING BLOCK
55
1726
1- X4" X 1/16' SETTING BLOCK
61
17326
617326
PANEL STILE (HEAVY DUTY)
62
17327
617327
INTERLOCK ADAPTOR
63
1225
6TP248
VINYL BULB WSTP. -THIN (INSIDE INTERLOCK)
64
1729
71729
SILL END WEATHERSTRIP PAD
65
17328
617328
INTERLOCK SCREW COVER
66
17346
617346
INTERLOCK ALUM REINF. (PANEL - 9")
Item
PGT
Dwg. #
PGT #
Description
68
17339
617339
HEAVY DUTY ASTRAGAL
69
17324
617324
TOP & BOTTOM RAIL
70
17350
417350
WEATHERSTRIP EXTENSION (INJECTION MOLDED)
71
1695
71695
1-1/2° X 1" X 3/4" HIGH FIN SEAL DUST PLUGS
72
8153
78153X
TANDEM ST. ST1- ROLLERASSY.
73
8153
78153N
TANDEM NYLON ROLLER ASSY.
74
SILICONE
DOW 899, DOW-995 OR GE-7700
75
8185
78185X
GEM IN MORTICE 3-PLY DUAL LOCK W/LONG TRIM PLATE
76
71032XIFPFX
410-32 X 1' FL. S.S. SCREW W/ TYPE "F" TIP
77
7103239
10-32 STEEL ZINC U-NUT
79
17330
617357
V IG BEAD
8O
17359
61T359
7/16' BEAD / FIXED PANEL CLIP
81
17360
617360
9/16" BEAD
82
1224
STP247K
VINYL BULB WEATHERSTRIP
83
61745
1745
LOWE ING, 1/2" X 1/1V SGL. SIDE ADH. TAPE, POLYETH.
100
8052
48052
ROLLER ADJ. HOLE PLUG
001
72087
JAMB BUMPER
102
1696
71696
DUST PLUG
103
8186
78186X
1" KEEPER
104
653
791DKEEP
SCREEN LOCK KEEPER
105
17344
617344
FIXED PANEL CLIP -6- LONG
106
17345
617345
EXTERIOR FD4=D PANEL RETAINER- 9/16'
107
1739
71739
HANDLE KIT- INTERIOR RAISED WITH THUMB TURN
108
1740
71740
HANDLE KIT- RAISED EXTERIOR HANDLE
109
1731
T8162SN
HANDLE KIT- RECESSED INTERIOR WITH THUMB TURN
110
1732
78178
HANDLE KIT- RECESSED EXTERIOR PULL
111
710X34PPSDAX
#10 X3/4' PH. PN. TEK- S.S.
112
1235
67S16
WSTP, .270' X.170" - FIN SEAL
113
1712
64066
.187" X.230" FINSEAL
114
71 OX115PPX
#10 X 1-1IZ'
115
71OXPPT
#1 O X 1"
116
720XIX
#14-20 X 1' S.S.
117
72OX112X
#14-20 X 1-1/2 S.S.
123
17352
617352
FIXED PANEL RETAINER, 71W
NOTES:
1) ALL ALUMINUM = 6063-T6
2) ITEMS # 3, 4, 9-10, 12, 13, 16, 17, 2639, 60, 67, 78, 84-99 & 118-122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL.
NOKOMIS, FL 34275
P.O. SOX 1529
NOKOMIS. FL 34274
ab
770 H.P. ALUMINUM SGD -
NTS 1 9- 10 1 PGT0004 I F
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16.0629.07
Expiration Date 03/24/2020
By.
Miami- acj roduct Control
A. LYNNNILLER, P.E.
P.E.# 58705
F26V
0.718"
0.062"0J
INTERLOCK SCREW COVER FRAME SCREW COVER
(65) MATL:6063-T6 (5) MAT'L:6063-T6
4.
0.062"
1.304"
3,25" - .
TOP/BOTTOM BOTTOM RAIL
(69) MATL: 6063-T6
4" I
0.133"
- 3.125"
HEAVY DUTY ST:L"
(61) MATL: 6063-T6
2-TRACK HEAD
(1) MATL- 6063-T6
1.750"
0.062"
Z"
1.6"
-+� 1.050"
0.06277]� 0.61 V
FIXED PANEL CLIP/ I
GLAZING BEAD (7l16")•
(80) MATL:6063-T6
-1 1.060"
0.0162 - 0.5y34"
I
1.003"
0.757"
0.050"
GLAZING BEAD (9l16") GLAZING BEAD (1" I.G.) FIXED PANEL CLIP
(81) MATL:6063-T6 (79)MATL:6063-T6 (105)MATL:6063T6
V
2-TRACK HEAD W/ SCREEN TRACK 0.232"
(2) MAT'L: 6D63-T6
1.467"
0.062"
1.645" FLUSH FLAT SILL RISER
1 (18) MATL: 6063-T6
0.281" --4
HEAVY DUTY ASTRAGAL
(68) MATL: 6063-T6
1"0.080"
0.250" -J
REINFORCEMENT
(66) MATL: 6063-T6
0.75W (PANEL LENGTH - 9 )
�0.750°
0,062"
2.555"
-j
2SER LOW BOX SILL RISER
(21)MATL:6063-T6
0.062"
1.050"
D.290"
�045"
2-TRACK SILL
(7) MATL: 6063-T6
0.062"
1.162"
5„
1.36"
0.081"
1.888,
15.061,
1- - 1.739" -►1
INTERLOCK ADAPTER
(62) MATL: 6063-T6
2-TRACKJAMB 5„
(14)MATL• 6063-TG
I V.V V V 2-TRACK SILL W/ SCREEN TRACK
1 0.83" (8) MATL: 6063-TC
LEI 0.752" 0.709" 0.709'
t-T6 � 0.080" 0.080"
1.045" 0.080"
SILL TRACK 0.863 -.-I F� - 0.55
14"
1.872"
(11) MATL: 6063-T6 FIXED PANEL FIXED PANEL
1.993" 0.062" RETAINER, 7/8" RETAINER, 9/16"
I►-- 0.876" (123) MATL: 6063-T6 (106) MATL: 6063-T6
SCREEN TOP RAIL
(45) MATL: 6063-T6 1.99T -' Fes- 0.232"
0.062"
SCREEN BTM. RAIL 0.232"
(46) MATL: 606346
--� 0.232"
F-"-j- 0.906" 3.955"
3.205"
2.455"
0.062"
--.0
1.567"
0.062" 0.062" �ii-- 0,062" -► Its -
FLUSH BOX SILL RISER LOW FLAT SILL RISER MED. FLAT SILL RISER HIGH FLAT SILL RISER
(19) MATL- 6063-T6 (20) MATL: 6063-T6 (22) MAT'L: 6063-T6 (25) MATL: 6063-T6
NOKOMlS, FL 34275
p,O. BOX 1529
NOKOMlS, FL 34274
SERIES 770 H.P.
- LMI
lip. I NTS 110 d 10 1 PGT0004
2-TRACK JAMB W/
SCREEN TRACK
(15) MATL: 6063-T6
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 16-0629.07
Expiration Date03/24/2020
By
Miami -Dad oduct Control
A. LYNN MILLER, P.E.
P.E.# 58705