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U &p _s;;' 11
p(astpro
5200 W. CENTURY BLVD. SCANNED
BY
LOS ANGELES, CA 90045 St. Lucie County
Smooth Wood Grain / White Wood Grain
Rustic / Mahogany
Series O Fiberglass Door
INSWING / OUTSWING
"IMPACT'
GENERAL NOTF3
I. ft product has been evaluated and is In compliance with the 2010 Flodda Budding Code JFBCJ stnxhrtd
requiraments Including the VM Velocity Hurricane Zone- IHVK).
2. Product man= shall be as Rded and spaced as shown on details. Anchor embedment to base material
shad be beyond wall dresft orstucco.
3. When used in the'HVHr this product compiles with Seaton 16%of the Hodda Bu3ding Cafe and does not
require an 4npoct resistant coveft
4. When used In area; outside of the'HVHr requilog wind borne debris protection this product compiles with
Section 1609.1.2 of the 2010 FBC and does not require on Impact resistant coveft. This product meets
rnbsile level "V and hxlsdes Wind Zone 4 0 dented In ASTM E 1996 and Section 16D9.W of the WC.
S. For 2s chA construction, onchoft of these units shod be the some as that shown for2r buck mosorvy
corehucton.
6. Site crnddorn that devote from the detais of this drow4g require further encheefisg anofysh by o keraed
engneer or registered anh0ect.
7. OutAft
meet the
I byan overhang a canopy such that the angle b6
than 45 degrees _
do not
a —
0
PER,-jiff-TING
3750,MA4OvERA1 St. Lucie County, FL
FRAME WIDTH
oilDue
x o
00
M
m
.. A
Da FiicGiN Fi��Pu.�.
SW NG
FloWr
"
DIMENS O„
Pa$IijVa}JEC'M„T'N:
INSWING
x'
+75.0
75.0
03.04r
ODFSWING
■
+75.0
75.0
.
ei.t3•..
eo sneat 2 for mawato casxm
oressuro
Snutatons
0.y - o� Fd Vmj MI. 16WJ)F nww. Ra ,;.b1�y01%R-IRI0 A.1
�
b
• P
O
n $
o
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yy
o o•
T
I�'PA
T
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ena p'RA
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YI
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A
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T
1.1/rMN,
m
BA& (".I
N
f D
•o
a
n
e „
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q
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22
O
Z
.•
I
N I.1/r MIN.
�'
ales. mP.)
V
p.
p
ppppllCh
oee�.np rt. A.pv.a et
1�1
trY
PG iL ]am
as
$
N
PIA4PRO
LNC.nBERGLAss
Dom
.Jy Ba
PNti Nsy BISR'.9D1�
PANT OR
A�llq.Y:
M1W mud d Relabel E>
b
prtlM1al� O Ile P01�
41
•
w
VVnM
CROSS
SECON$
2•rc.iZ
N
a!
REMSIONS
iyeaa, r. se.ra+l. Pt w. aswo
D HEAD
TYP.
& JAMBS
MASONRY7
OPENING
2X BUCK -\
1. 5vbsNtutionofequaiconaetocnchmfmmadfffa tuMOormayharedffemntedga
distance and omferc5lonce mqL&umanfL
Z Cancrefeanct"Jocatlom at ftcoman maybe ccoAted to nxgntoh the min. edge
d1donmlomalarjoInts. Co icanctwi0caWmwfedw?AAX.ONCOMWmustbe
c4usted to rnafntaln the mist edge dwcws to modarlolnix addlilwxa cowete omhm
may be requked to emum Me' TAX ON CENTER' diannsfon we not exceeded
I Concrete owhor table.
ANCNOR
ANCHOR.'-Wlrk-
CLEAMNca
TO
M. . T 4 , ct WAN. . Q . . TO �'
'EMal0MEw
WIN
N010A.
ITW
ELCO
1pr
1.116'
Irw
3/16-
1.114-
2-Sir
2-11C
SEE HNGE 2XBUCK
DE(M.1
I IX BUCK
MASONRY TYP. HEAD
OPENING L JAMBS
Pi
FRAME
2XBUCK
ADASU.
ONLY
HINGEDEWL
k-ft
NINGEDETAx FL-15270.1
wca-Lor-L ,
SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR
-T INCLUDING POCKETS & 90°/135° CORNERS
GENERACNOTES
1) GLAZING TYPE OPTIONS: SEE TABLE B, THIS SHEET 8 GLAZING DETAILS ON SHEETS 4 8 5,
2 DESIGN PRESSURES:
A. NEGl�TVE UESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E13DO.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTMTM E1 E1300.
C. DESIGN LOADS ARE BASED ON ALLO WAOLE STRESS DESIGN, ASD.
3)ANCHORAOE:THE 33-iFJ%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT'. MA'fERWLS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THATCOMETINTO
HE
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE EE SHEETS
HEE S 6-14 OF THE
CURRENT FLORIDA BUILDING CODE. FOR ANCHOFAGE DETAILS SEE SHEETS 6-t4.
4) SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS, FRAME SPLICES, FRAME AND PANEL CORNERS TO BE SEALED WITH
NARROW JOINT SEALANT.
6) REFERENCES: ELCO ULTRACON, CRETEFLEX AND AGGREGATOR NOA'S, ANSVAFBPA NOS FOR
WOOD CONSTRUCTION AND ADM, ALUMINUM DESIGN MANUAL.
7) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8) DOOR SIZES MUST BE VERIFIED FOR COMPLIANCE wi OR EGRESS REQUIREMENTS PER
CURRENT FLORIDA BUILDING CODE, AS APPLICABLE.
0) TEST REPORTS: FTL-5980, FTL-5993, FTL-6001, FTL-6014, FTL-0015, FTL-6017, FTL-6022, FTL-6023,
FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL46033, FTL-6036 AND FTL-75M
I XOLco
GMm
a
Gmcdpuvn (I Irv. Ea4rle, to lal.daO
OS
]/IS'lanhule4:(21 L➢naNYtA HS GIna MN.OW PVBLpetlaytt __ -
USA
w18'lamHMed: 211Oas D11/4'Hil"!wil 119PPVB.,a,.,
O4
]I15.4mbe1ed.121 Lllve of 9lte'H9 claae Mln,WT BG M.Yal
09A
W1fi'Iamllelem 121 Lcal.", HS GMaa Ma.090'90 Ne,bya
GS
1'lemb,aled LO.: Y1S TFatMol Gp•1B•gr Bpecaa]/IC lemhlak4(21No afS1S KG Ghee xim.WV PV5 peMayor
03A
1'Lnmlluba LG.:1/a'TEiktlor Cepa Nlfi AlrGPoeee]It6'LLmlpelea; Ill LNoe cl YIW HS Glaser MN.099' PVBbkedayer
W
1-Umkuled LG.:WIB'T&1nDr GPN310'Nr Spate,]/1C Lammakd;(21 Lkesvl W70' HS OIa„ Mm.08V SOlmodayer
GW
I-amMaled LGINC TEalanOr CDP,S15'Alcac.-B,Lasso.;I2,_. PI WIV NS GIew.., 5G Nclleyer
O]
]/iV WmWMd: p) U-DIn ANNGIafaMIh,09VSGacftY.r
WA
WiV 1emlDaled:(2)Lllee Wlld•ANN OMea wm.000'SG Nsdeyer
GB
1'LUDA.led L0.:W18'TEtbaw Cap,WB'Nr SpsH ]If5'IaMabd; I2)UMs v1W15'A1N 2122 NASV SGWNMyv,
4GMes
tAA
1'IamAAIed LO.alO'TEaMAvr CaP, W1V Alr Space,)/IC LaMmlad:R)Lhea °f11r M11.000'SGMelleyer
'ANM=ANNEALED
-HS'=HEAT STRENGTHENED
R'=TEMPEREO
p r-.WrTROSI 019' PVR BY KURARAY AMERCA INC.
-I, OW' SEMRYGLASBBY KURARAY AMERICA• INC.
DESIGN PRESSURERATING IMPACT MTINO
5EE TAELES 1, 283 ON MTEDFORLAROEBSMALL
SHEETS S,]08 MISSILE IMPACTRE915TANCE
COMSISTANDARDS USED:
a 2017 FLORIDA BUILDING CODE (FBC), b7H EDITION
•2014 FLORIDA BUILDING FADE (FBC), 6M EDITION
•ASTM E130M
eANSIIAFBPA NOS-W15 FOR WOOD CONSTRUCTION
-ALUMINUM DESIGN MANUAL. ADM-2016
aAISI SION12
-NBC 960.10
REWSED TABLES
GENERAL NOTES.............I
EXAMPLE CONFIGS .......... 23
GLAZING DETAILS............ 4,5
ANCHORAGE..................... DA 4
DESIGN PRESSURES....... 6.8
INSTALL DETAILS.
ELEVATIONS..................... 15.16
PANEL / SILL TYPES......... 17
CROSS SECTIONS .... ........ 18.10
PARTS LIST ....................... 20
EXTRUSIONS .................... 21,22
CERT.0FAUIHAUNS)
L' N JF.� C4 e,. N u :. Io
DEC 9 5 20V
PERIM11171NG
c+ I e,rin County. FL
Anchor
GroupAnchor
-
Type
Frame
Member
Subslmin
Mh Edge
OINnn
MU.0.0.
Glmancv
Alin
Earl, enter
'ac" TWO...
A
0121"SMS,
IF,•80 all. F: 95 Nat)
912910 G95MS,
(F� 90 as[. Fr- 110 ke0
AI
samem Pine(So .0.55)
Wis.
71W
13I8,
WsL15A.
wr
W16'
0.mv
A3B SMel
Wr
Via.
0.CST
tr. S3 Slael Stud
Saw
Wis.
0.04S'(18 GM
1/4' Wco AWBI41M0is
Fy57 as, Fa•05W
All
Cancmle Mn 222III
1-11r
3•
1.YV
JamblPMok
Filled Back ASTM C90
r
3°
Y
Jamb/P-0mk
Hollow Bock STM C90
2'
3"
1-i14"
All
Scumem Plne SG•0.65
T.
I.
I-wr
B
W2 bbalsMS IGC 6)
Imm. 013peyvnd
meld I.K.I.K.a
q0
am Pine(SG• 0.55)
9/10'
LB'
3�8'
5063.TSAluminwn
3/5'
W15'
0Aso.
A3tl sM,l
W0"
WIC
005u-
tr.3>9laal Slud
ww
WIB'
ON 1s Ga
C
IN' Eleo UlbeGml&
Bra 1$$kill, F,1177 kid
All
mnmets (Mn. 2.00'O'
1'
4-
Jamb l Plaph
Has— Black (ASM0
P
Us' EMC U nCcols
Fy=199 Nae=t, F1]I cal
All
Concow (mbL 165 Nel
2.1/2-
1�0"
1am51 Pirook
F91ed Bbek AR1M ®0
.I.-
4'
"a'
Jamb/RhaoN
Hollow Block ASTM CAI
2&IR'
0"
1-1/4-
D
1W410SSEIQCBaFIsx0
F, 12yA kq Fu• 189J N01
Wad/SILL
Conant. min. 3.35 Net
1'
Lmbl P4nck
Concrete Mn.3.351u1
P
8•
1.Y4'
Lm5 / Pfcak
kbllew Bbch A61M CA
242
9•
1-1/4'
All
RONM1em Pine SG • 0.53
1'
1'
hale'
1) WHERE SUBSTRATE CONDITIONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHORGRDVPGABDYS,
CHOOSETKEANCHORGROUPOFTHELOWESTLETFERFORALLTA LEGINTHISAPPROVAL.
2) ALL ANCHOR H EAD TYPES ARE APPLICABLE.
3) FOR STEEL STUDS, MIN. FU a 45 XSI, MIN FY-33 KSL
4)FILLED BLOCK VALUES MAY ALSO BE USED IN HOLLOW BLOCK AIW UCATIONS.
5)ANCHORS MUST BE OF SUFFICIENT LENGTH SO THAT MNWUM OF 3THREADS EXTEND BEYOND METAL SUBSTRATE.
ANCHOR NOTES
1) FOR CONCR.ETE/CMU 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 A, THIS SHEET.
PRODUT REVISED
Cinder
3) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2"THICK.
pl WNh the Florida
�P
PROPERLY SECURED, IX WOOD BUCKS ARE OPTIONAL IF UNIT IS
Bulia No
RGA-N°' 17 D420.'12
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
DEPICTED AS 2X ARE 1-12° THICK OR GREATER. IX AND 2X BUCKS
BaPlmHon Dnm02/17/2020
(WHEN USED)SHALL BE DESIGNEDTO PROPERLY TRANSFER
By la
LOADS TO THE STRUCTURE. BUCK DESIGNAND INSTALLATION IS
III Product Centro
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD 8TO BE REVIEWED BY THE BUILDING OFFICIAL.
4) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS
REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO
BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS
NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX 1/4' THICK 8 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY
LYNpII
``"'(3 t4Y kY LY-NIV
S:"t10ENSF
SUPPORTTHE ENTIRE LENGTH OFTHE SILLTHAT IS NOTTIGHTTO
`` •'
THE SUBSTRATE, AND TRANSFERSHEAR LOAD TO SUBSTRATE. IF
SUBSTRATE IS WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED
= * : No. 58705
BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED
=
BY THE AUTHORITY HAVING JURISDICTION.
_•p '�
cAn ••., lllll hLLLI
9GP770 1 NTS I 1 - 22 1 POT0130
P.E.
CONFIGURATIONS NOTES:
EXAMPLE CONFIGURATIONS 1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS
POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
MAX. UNIT WIDTH LOCATIONS US ING DETAIL-jx-.-Jc, -KW OR'Ke INSTALLATION.
MAX. UNIT WIDTH EXAMPLE: 4-PANEL XXXX IN POCKET IS) CONFIGURATION CAN BE
NOMPANEL WIDTH pXXXXp, PXXXX OR XXXXP. OXXX IN POCKET CONFIGURATION
.
NOW. PANEL WIDTH CAN BE OXXXp.
PER TABLES I-3 3 PER TABLES I-3 J:
OF
1%' STRAIGHT
CONFIGURATIONSCONFIGURATION.
CAN BE A COMBINATION
I OF ANY 2 STRAIGHT CONFIGURATIONS.
t {t
+
'" t 3) FOR NOM. PANEL WIDTH, SEE TABLES I-3.
WAX. UNIT / IQio MAX.UNIT / / HEIGHT / 1 + I�iD HEIGHT / / A i •X"=OPERABLE PANEL,
PER TABLES 1-3 / I;s PER TABLES 1-3 / / ig$K •O'=INOPERABLE PANEL,
b2q •p'=POCKET DETAIL LETTER
PoLREf j60 POCKET
_1:r___i _J�r___: w WOOD OR METAL INSTALLATION
1-PANEL 2-PANEL �/ -e CONCRETE INSTALLATION
CONFIGURATIONS + +
CONFIGURATIONS SHEET NUMBER
--- MAX. UNIT WIDTH M. PANEL HEIGHT
EIGH -1
��� DLO HEIG!{T= RUNIT HEIGHT-10.126"
NON. PANEL WIDTH M. PANEL WIDTH Aa 1 LTS�+yt PANELHEIGHT= ORUNITHEIGH'I'-1.666"
+ 1 PER TABLES 1-3
PER TABLES 1.3 —Jar--- �
—1 r— i
a I � N
MA%. UMAX. UNIT �$ HEIGi6E
PER TEAK E91-3 1 � TABLES h I �'�PoCKET 121I /POp[E14-PANEL CONFIGURATIONS ROmpl& REVISED
3-PANEL CONFIGURATIONS - 1 +3 7 3 DI 1n0 wlN the F1o40a
3 13 uA No Catla
NDA-No. 17-0420.12
MAX. UNIT WIDTH MAX. UNIT WIDTH eaphaunn Die=0211772020
NOM. PANEL WIDTH
OY
NOM. PANEL WIDTH +3 PER TABLES 1-3 tW mmm .=eu=1 =ntro
PER TABLES I-3
I J
MAX. UNIT g SEE
MAX.UNIT9 to 1 to jzay HEIGHT s Nare
r qq 2.THIS
HEIGHT to j,p:-'2 TABLL
/ ? / SHEET. pu u.11
PER TABLE81-3 EME ICR 1 ��UCENNo. go
'
5-PANEL CONFIGURATIONS 12 CORNER TYP.
(OUTSIDE CORNER SHOWN,
INSIDE CORNER SIMILAR) SOT •., S iE F ;'(V��
1Wa TECXNOLOOYONNE °` tC '::�,<OgIDP,.•''\'C:
N LEA•rr>:. n.w�u EXAMPLE CONFIGUR4TIONS
ryrq.eofeoo f NAL 11"
,F.>,� cenr. oPAurn uvw SERIES 770 ALUM. SGD-LM IMPACT /flflllu++
JR ONCSgT C NO WIANDESTNIS SHEET. PW�xrv,ICAp o r.r.ua m' ^' °^.^"^ ^"` A. LTNN MIUF.ft,AE.
r. a...aw a ,Ta�nm�"rniss'iarFn ESo-no NTS �2 ^' 22 PG70730 C Pea SeloS
JR 1NIOtl4
GLAZING DETAILS
I
(G3, G3A G4 134A, G5 & G581
.
7/16' NOM.
r 1-NOM.
3/16" HIS GLASS
311W HS GLASS
090"PVB
.D90' SG
3118" HS GLASS
T43/1G"HS GLASS
74
31VAIRSPACE3116•TGLASS
73/16-
8283
3/4' NB E% ERIOR
—
GLASS
3/4" NGM.
GLASS
129-027BITE
3/4• NOM.
GLASS
BITE
BITE
EXTERIOR
80
7/16" LAMINATED GLASS TYPE G3
7/16" LAMINATED GLASS, TYPE G4
1" LAMINATED I.G. GLASS TYPE G5
9/1G" NOM.
9/16• NOM.
1' NOM.
3116' HS GLASS
1/4' HS GLASS
1/4• HS GLASS
,090" PVB
.090, PVB
'SG
3/16' HS GLASS
1/4'HS GLASS
74
1/4•H
6/i6°AIRSPACE
ra
—114'
T GLASS
PRODUCTREVISED
9Y
8283
%
as com COEowlm me Florlm3l4"
NOM,
&�,
NOA-Ro.17.0420.12
E% ERIOR
GLASS
EXTERIOR
124.127
3/4" NOM.
GLASSBITE
Ewpirmlorr Oe1e 02/t71202D
BITE
EXTERIOR
Mlo r- tl o ud c
a
9116" LAMINATED GLASS TYPE 133A
9116" LAMINATED GLASS, TYPE G4A
1" LAMINATED I.G. GLASS TYPE G5A
n
.�` GNY LYNN 'rn,
N' f '•.
GLAZING NOTES:
= 4 ;' No, 58705 .P =
'ANN"=ANNEALED
=_ (1'• )f j
'HS'= HEAT STRENGTHENED
'T"=TEMPERED
SEESHEE'I15 FOR SPACER DETAILS.
%�Q ••. _
%O., / •:'•�;
'PVB'=.090"TROSIGLAe BBYKURARAVAMERICA, INC.
'SG"=.090'SENTRVGLASOBY INC.
fororEcnxOLOOrmme
x. vErsEaxTm
^-"o'er'
GLAZING DETAILS
.TI
4S `•........•'\�C
KURARAY AMERICA,
ryy04eo9sw
'rnS�ONAL1ENG``�
�`c xo wnxces mrs sxEEr.
EERr. oyaumsnzro
SERIES 770ALUM. SGD-LM IMPACT
JR" o4v4nr
even
R iM1N}4
a q ®
nd u
^+ s„+ ^r+_ a.
sao-rro NTS 4 +22 PGT0130 C
ALYN,UHILLER P.E.
REYS9rM
Design Pressure(DP) and Anchor Quantities Required,
(for all approved configurations on Sheets 2 & 3)
For comer earned erchomge on SO -fir 13Y comer units, sea sheet 11
Maximum DP for all sizes:
.601-60 psf
(May be tinted by Table 1A)
Table eppllas to Glass types I.
3A, 9, SA, ), 7A, e & BA and
Deor Unit Height
80'
M.80"
88-
63T/0' DLO
7SH8. OLD
79-7W DLO
85.7/B- DLO
me SBIelAstmgel Types shaven
boloo.
Anchor Group
Asu:lwrDrouP
Alwlror Oroup
Anchor Gmup
A
B
C
D
A
B
C
D
A
B
C
D
A
B C
0
ea dsil
G.
C rf
+
G+
G+
GH
G+
+1
G•1
+1
ca+1
G+1
G+
N +
+1
2A°
p1O
Jamb
8
8
8
0
8
8
B
0
8
B
0
0
8
8 8
8
P-hook
+
u+f
1 6r1
1 ..7
I 7+8
I7+8
7+8
7+0
7.8
7+8
AB
7+8
7+8
7+0 7•B
7+8
HerdlSlll
C4+1
NO
G+1
I G+i
1 04+1
G+1
G+1
G•1
G+1
G+1
cart
ca+1
G+1
NO NO
G+1
SO.
23-
Jamb
8
B
6
0
8
8
0
B
e
a
B
8
8
a 8
a
5
DLO
P hoak
017
ON
6N
8+7
T+0
%+a
7+8
1+a+a
7+0
7+B
HB
%+8
7•a
7+8
7+0
HeatlfSill
G+1
G.1
Ct+1
G+1
G+1
ca+1
G+1
G+1
G+1
G+1
G+1
G+1
GH
Grt G+1
G.t
9C
Jame
B
0
0
B
B
a
8
a
0
B
B
e
0
a B
9
g
D.
DLO
P-hook
B•7
0+7
BN
6+7
748
7+8
7.8
7+B
7.8
T+B
7.8
7•8
7+B
7+0 7-8
1+8
Heed/Sill
ca+t
G1+1
cart
G+1
G+1
ca•1
ca+i
G+1
G.1
G•1
G+1
ca+1
G•1
G+1
G•1
4T
35'
Jemb
8
e
8
a
B
8_
8
8
e
8
B
B
8
B B
a
DLO
p.book
e+7
0+>
6+7
8+7
7-8
7+8
7•e
7-4
7+0
7+0
7.8
7+0
7.0
7+8 7+8
71.
HeaN901
G+2
G+2
ca+2
G+2
Gt+2
ca•2
G.2
G+2
G+2
G+2
G+2
C4+2
G+2
G+2 G+2
G+2
4s'
ono
Jamb
8
0
a
e
0
8
a
a
8
a
B
0
10
0 6
0
Phd!
8+7
Br]
6+]
a+7
7+8
AB
AB
7+0
7+8
AB
AB
]+8
7+B
7+B ]1B
Ne
FOR EXAMPLE ON USING TABLE, SEE SHEET 8.
NOTES:
1) POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4' SILL.
2) WHEN USING THE 2-1/2" SILL, POSITIVE WATER OP IS 40.67 PSF MAX. WHEN USING THE 3-114" SILL, POSITIVE WATER DP IS
60.0 PSF MAX. WHEN USING THE 4' SILL, POSITIVE WATER DP IS 60.0 PSF MAX (NEGATIVE PRESSURES UNCHANGED). SEE
TABLE 1A.
3) 4', 3AM-AND 2.10 SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2' SILL IS NOT AND MUST
ONLY BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, MAX. POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY
BE USED WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE (SEE
ADJACENT DIAGRAM): THIS CONDITION IS NOT RATED FOR WATER INFILTRATION,
4) SEE SHEETS 10-14 FOR ANCHORAGE SPACING, EDGE DISTANCE. AND EMBEDMENT INFORMATION.
6) DOOR SIZE TO COMPLY WITH CURRENT FBC EGRESS REQUIREMENTS WHEN REQUIRED.
6)JAMB ANCHORS ARE SPECIFIED AS THE TOTAL QUANTITY, DIVIDE BY 2 FOR PAIRS TO BE INSTALLED,
SIII Height to Max. (+) DP
(WOOF maturation natural
SIII RIcer Height
(.)Oesi9n
(Flat or Box, see
Pressure, psi
Sheet 17)
Flush -l-112'
sae note
law-2-11V
.4a.67
Medium-3-1/4-
-60.0
High -e
•60.0
SEE NOTES 1J
OH LENGTH
CH RATIO a 1
OH RATIO = OH LENGTH
OH HEIGHT
DLO WIDTH -
NOM. PANEL WIDTH -7°
DLO HEIGHT=
I PRODUCT REVISED
DOOR UNIT HEIGHT-10.125"
min yyangg with the Florida
Bulllot.. ....
NOA-Ne. 17-0420.12
PANEL HEIGHT,
DOOR UNIT HEIGHT-7.868"
Expiration Data G211712020
Interlock
P-hook
Lodstlle@tomb
SOolem Astragal
Assembly
Lockstile@
Suaight Astragal
90'Astragal
Assembly
iodate@-
90'Astragal
135'Astmgal
Assembly
Lorkstiie@
175-Ast28a1
Standard Stiles
Standard Stile
Standard She
I Standard Sole
Standard Stile
Heavyduly SOle
Heavyduty Sllle
Heavy duty Stile
HeaWduty Sole
Standard Astor I
ga
Outside Comer, ,
Outside
Corner
Corner
Ins de
C07neF
Outside
_
Irel0e Cosner 1 I
Com¢r
Part a60 x2)
(
Part 960
Part 960
PaR p60 (Stile)
Part 067 (Astragal)
part p60
Parttg118(ICemer
Receiver)
Part A319 (Out)
Part 1320 QCu
Pare ail(&.2
(Cam. & Fxd Mounti
Pon act
D
s,1JM616DJ
CFRr. aGAM (NA4
scans I NTS 1 6 > 22 1 PGTO130
*: No. Sa%05
V +z
IFr�FiD
P
A. LYNN MIUUf%p.&
P EN sees
6" DIAG.
ASTRAGAL OR SPLICE LOCATO ASTRAGAL OR I (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 2.04'
{_IIF NEEDED CENTERLINE � CINTERLOCK�`IFNEEDED 2.04.
INTERLOCK-6N CLUSTER DETAIL) CENTERLINE
CENTERLINE 1.76' FXTEMOR SDIAG.
3.6° 7" � 7" 3.5" 21°
1.75' — 4-DI G. MAX' EXT
O.C.
2.04' 2.04' 21'
2.09'
5.64' MAX
EXTE 4'DIAO. 7• EXT OR 7' 7 3.5 O.C.
EMFE'RIOR 3'S• T, �'1,
V 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL v 2-TRACK FRAME HEADISILL 6• M 5.64'
LA3 ASTRAGAL OR INTERLOCK (al ASTRAGAL OR INTERLOCK (d ASTRAGAL OR INTERLOCK �2-TRACK
(USE WHERE 9CLUSTER (USE WHERE 6 CLUSTER (USE WHERECCLUSTER FRAME JAMB 0•MAX,
ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED,'C5") ANCHORSARE REQUIREO,'C0") ANCHOR PAIR r
ASTRAGAL OR SPLICE LOCATION
INTERLOCK4_IF NEEDED
CENTERLINE I
3.5"
4.08
E%TTETPoOq 7•
v 3-TRACK FRAME HEADISILL
(a� ASTRAGAL Oft INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED,'C4')
ASTRAGAL ORSPLICE LOCATION
INTERLOCK_`L.�IF NEEDED
CENTERLINE I
E%TEnRI DR
V
4-TRACK FRAME HEAD/SILL
(), ASTRAGAL Oft INTERLOCK
(USE WHERE 4 CLUSTER
ANCHORS ARE REQUIRED, "C4')
ASTRAGALOR (FOR SPLICE
INTERLOCK --I CONDITION, USE
CENTERLINE 'CO' CLUSTER DETAIL)
wi.
8"
EXMRIOHEXT RIQ
n F7
�7 . TRACKFRAME HEADISINTERLOCK
�7
ASTRAGAL OR 6 INTER LOCK
(USE WHERE 5 CLUSTER
ANCHORS ARE REQUIRED,'C5')
ASTRAGALOH I (FOR SPLICE
INTERLOCK-�I CONDITION, USE
CENTERLINE 'C6' CLUSTER DETAIL)
3.5 1-.-
FATE WOR
V
4-TRACK FRAME HEAD/SILL
Qa ASTRAGAL OR INTERLOCK
(USE WHERE 0 CLUSTER
ANCHORS ARE REQUIRED, "C5)
CERT.OFAUM.KIVIS
ASTRAGALOR SPLICE LOCATION
INTERLOCK -IF NEEDED
CENTERLINEj�-
1^ 7' —t-1
2.04
-----I 3.5' 1-
3-TRACK FRAME HEAD/SILL
� ASTRAGAL OR INTERLOCK
(USE WHERE 6 CLUSTER
ANCHORS ARE REQUIRED, 'CO-)
1 4-TRACK
6'DIAG. FRAME JAMB
EXT ANCHOR PAIR
2.04'
ANCHORS MAY BE INSTALLED
21• EITHER IN THE EXT. OR INT.
MAX. TRACK(INT. SHOWN)
O.C.
NOTES:
5 "" 1. A ALL DIMENSIONS SHOWN
ARE BASED ON MIN.
ALLOWED.
6' MAXMFf 2, FOR HEAD OR SILL SPLICE
LOCATIONS/ANCHORAGE AT
P-HOOK SEE SHEET B.
3-TRACKFRAMEJAMB _
ANCHOR PAIR
(FOR SPLICE FOR SPLICED
ASTRAGAL INTERLOCK
CONDITIONS ONLY:
INTERLOCK CONDITION, DO NOT SPLICE LOCATION
CENTERLINE ,USE THIS DETAIL) t•-IC NFFnFn
_j F
B.
EXTFE7HIOH
v
3.5'
2.04'
3.5'
4-TRACK FRAME MEAD/SILL
(RT ASTRAGAL OR INTERLOCK
(USE WHEREITH & WITTHOUT SPLICE CONDITIONCMURbARERe RED,'C6°)
10 n 22
PRODUCT REVISED
mpi to with txo F1.114a
NOANONN. AEINh �a�
17-0420.12
Explmtlan hats 02/17/2020
No. 587"
1)THIS PRUUUGI H/NM--n uomncuaI-- "
THE REQUIREMENTS OF THE FLORIDA BUILDING COI
HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT RECURRED WHEN USED IN W
REGIONS, FOR INSULATED GLASS INEIAWTION5 A
HVH; THE OUTBOARD LITE (CAP) MUST TEMPERED.
ANCHOR TYPE
A
,XINSTALLATIONS. IX MOOD BUCKS MIE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TOSUBSTRATEW000 BUCKS DEPICTEDA
2X
ARE 1-1W THIDKOR GREATER. JXMD 2K BOCKS(WHEN USED)
ALL J
BEDESIGNEOTOPROPERLYTRPNSFERLOADSTOTHESTRU
E. L -
WOOD SUCK DESIGN AND INSTALLATION ISTHE RESFUNSOILITY
12. MAIL
OF THE ENGINEER. (EOR) OR ARCHITECT OF RECORD. AOR)
O.C.
$) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND
OR STUCCO. USE ANCHORS OF SUFFICIENT EMSEOM
IL
T.
DRESSING
NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF TH
FRAME. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALIN&RASHING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYTHE
ORE 1
OFTHESEINSTRUCDONS.
1 _
6)MAK.lie SHIMS PRE REQUIRED AT EACH ANCHOR LOCATION
ERE T
THE PRODUCT IS NOT RUSH TO THE SUBSTRATE. USE SHIMSC
LE
OFTRANEFERRINGAPPUEOLOADS.WD00 BUCKS, BY OTHERS,
I1
1
BESUFFICIENLYANCHOREDTORESISTLOPDSIMPOSEO ONTH
BY fi'IWVL
THE WINDOW.
T) DESIGN PRDESIGN
A NEGATIVE DESIGIGN LOADS BASEDON STRUCW RAUCYCLETE9T
PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,
STRUCRIRAUCYCLE TEST PRESSURE, FRAME ANALYSISAND GLASS
PER ASTM E1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO
RESIST THE WINDLOADS CORRESPONDING TO ME REQUIRED DESIGN
PRESSURE. THE 33-M%STRESS INCREASE HAS NOT BEEN USED IN
THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAR
USED FOR THE EVALUATION OF ANCHORS IWO WOOD. ANCHORS THAT
COME I WO CORTACTWrTH OTHER DISSIMILAR MATERIALS SHALL MEET
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTPNCE
wFNCFR: TEST REPORTS FTBJ 5. 3a60 A 721Z ELCO
fit--L;LbV,3-1 u
DEC 0 5 20V
PERMITTING
St. Lucie County, FL
46-TIP-TO-TIFWIDTH
47' BUCK WIDTH
_ N114•WSIBLE _
LIGHT WIDTH
L .. s52M7
I-TING
4w BUCK WIDTH
45.1MV VISIBLE
LIOHTWIDTH
6. MAX
DESIGN PRESSURE RATING
IMPACTRATWG
VARIES,
SEE SHEETS 2-5
RATED FOR LARGE B SMALL
NATILEIMPACTRESISTANCE
4LIG wIDM���{�
4SIN'VIBIBL II
LIGHT WIDTH
_F. SHEETT8 VMAX
A
L
I I
8
SHEET,
,HEET
5•
SIHEETB
REST
S'SETT
G,SHEET9
G,
BULK
HEIGHT
}
sr
J BUCK
--
l_
f------- HEIGHT
7---- .—_-
93.1/4•
92.1/4•
VISIBLE 12 VUL
MIGHT I C
XEIGHT
/ 911/4•
I / VI5101F
LIGHT
/
/
VISIBLE
LIGHT
HEIGHT
i
9
TIP -TO
/ EIGHT
r
96'
BUCK
HEIGHT
TIP
OD.
I
iHEIGHT
12-NW(.O0.
yG-� "" ,2•MAK. G.C.
J
F, BHEETd
H, SHEETS
SHEETS
-
SHEEP
2.S
��"I
h^ 5'MA%.O.C.
TYP. FLANGED FRAME
TYP. EQUAL -LEG FRAME
TYP. FIN FRAME ELEVATION
ELEVATION (TESTED UNIT)
ELEVATION (TESTED UNIT)
(7ESTED UNITI
FIGURE 1:
12'00
SHAPES AS SHOWN BELOW OR SIMILAR. MAY BEUSEO BT WSCRIBWOTHESHPPE
WARLOCK
GLAZING DETAILS ............._._ a,
DESIGN PRESSURES .... _.......... 2.5
INSTALLATION, FLANGE._......... 6
INSTALLATION, EOUAL-LEG..._..7
INSTALLATION, INT. FIN
INSTAUATON. INT. FIN B.....__.9
CORNERASSEMBLY.......I..... ..... 10
E RUSION PROFILES ................ 11
PARTS UST........_....__..........__ 11
ULTRACON NOA: ELCO CRETEFLEX NOA ANSVAFAPA NOS FOR
.._____. _� ....... ........... - o-1 N-1I., TABLE I:
10) THE nO SERIES USES A PVB INTERLAYER,THE 820 SERIES
USES AN SO INTERLAYER. THE T20 AND 820 SERI-ES MAYALSOBE
REFERRED AS THE 701 SERIES
CODES I STANDMOS USED:
a2017 FLORIDA BUILDING CODE IFSCL 6TH EDITION
02014 FLORIDA BUILDING CODE (F5C), ETH EDITION
•ASTM El W( CS
aANSVAFBPA NOS2SH5 FOR WOOD CONSTRUCTION
FALUMINUM DESIGN MANUAL, ADM-2015
AA051 M12
•AISC SBD 10
MAX
AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2-5.
)` J
ANCHOR SPACING TO BE V MAX FROM CORNERS AMID 12' O.C. MAX FOR ALL CURVED FRAME
/j
MEMBERS SEE FIGURE I, THIS SHEET.
i YO(c.
L
/
/
(�----WIDTH - - I�WIDTH+{ Imo -WIDTH—{ I. -WIDTH+{
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NOTES,
1) BUCK DIMENSIONS SHOWN. FOR FLANGED
2) FOR SIZES NOT SHOWN. ROUND UP TO THE
3) FOR ARCHITECTURAL WINDOWS, FIND THE
i) THIS SHEET APPLIES ONLY TO FLANGE AN[
TNC LAMINATED
OLASSSTACK
�
3/t6-MEAT STRENOTMENFD OlASS
A
USEOATLbPVED
FRAME MEMBEFSONLY 20
®118IE• C.C. MXK.
1-2
EATEROR
I- FROM THE TIP-TO.TP DIMENSION TODETERMINE THE BUCK DIMENSION.
WINDOWS.
1-1110-NOM.
GLASS STACK
SG INTERLAYER 3110•TEMPEREDGLASS
6"HEAT
iENGTHENEDOLASS 711VAIRSPACE
5
SEDATCURYED�
sib FR
MEMBERS ONLY C2`9
GLASS BRZ
11-T10'O.C. I.IML
1.2
El(TERI.R
GLASS TYPE 6
►E
TABLE DIMENSIONS MAY DE
ORIEITED VERTICALLY OR
HORIZONTALLY AS SHOWN,
7116-LAMINATEO LONE
GLASS STACK { SINE
L16-HEATSTRENGTHENEDGLASS Tr- LONGSIDE /
YI W HEAT STRENGTHENED GLASS
1 1
.09W SG INTERLAYER SHORT
SIDE
SHORT _
5S
GAS90GE
LONp 510E ��E
21 13 1 SHORT LONG
SIDE SIDE
GLASS TYPE 8 L
I SHOR I
�T SIDE r-
o RODUCT REVISED
BRlldtecomparing
wiLN me Florida
CodNOA-No. 17-0614.11
NO CHANGES THIS SHEET.
EDGE
DISTANCE
INSTALLATION
TVPEA 1E
r BUCKS• EMEROR
HEIGHT a
TIP.-TIP
WINDOW
HEIGHT VISIBLE
LIGHT
XEIGHTv
WINDOW
BUCK
HEIGHT-
.
M WOOD SUCKSTRIP
ORFRAMINO, SEE
NOTE 2, THIS SHEET
D
yLEMBEDMENT
EDGE
DISTANCE
�i
HSA
I� sHLu
'.ANCHORTYPE
3EDMENTANDEOGE
,
TMCE PER SUBSTRATE.
'
t TABLE B. THIS SHEET
:LRVED
EMBERSONLY
"•.
J.C. MAX. CONCRETEICMU
PERMCHOR
REQUIREMENT
1/4'MA%.SnIM
STEEL
SELF-DRILIINGSMS
ISIS), BEETABLE
THIS SHEE
INSTALLATION
METHOD D
INSTALLATION ANCHOR
UNDERNEATHTHE
INSTALLATION
TYPE C
— EMBEDMENT
V4•!MX
SHIM
BEADING FXTFRIOR
MIAMI.OADE APPROVED MULLION
11 (SEE SEPERATE NOW, ALUMINUM,
6 STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATE PROPERTIES,
TABLE B,THIS SHEEP
�114•MAXSHIM
1X WOOD
SEE NOTE 2,
TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE,
SEE TABLE B.THIS SHEET
M n wIta0
Be
Idmleg InB Cagp
7
INSTALLATION xoA-xo. 1-0614.11f10H0a
TYPE B EMBEDMENT
Bxpnatldn Date 02/19/2019
II�I1���1
[�liePvmnmvtovnnnllomel.
�i
1
EMERIDR
q 1
I` v NOWBU KWW1DMv 6
r� WINDOW BWB CKWIDTH N'� -
-- WINDOW BUCK WIDTH COER'ANC ICMU
TIPT0.TIP WINDOW WIDTX PER ANCHOR
REQUIREMENT
HORIZONTAL SECTION A -A
"doorSUOsira[r
Mort Ed,
OMMrca
MM Em4eleart
Max O.C.
SpadrN
619 or 914410 SS Sorvw
P..BONMm PIrc (9Gv0.
9IV
1.
IT
Aluminum B T6 m1h
B
0.00> •
i'
A36 Steel
3'B•
O.OV
12'
Steel Sted. Gr. W mh
3'0•
am 13 Ge •
ue
P.L SaMbm Alm (SG•OAS)
B/16•
1l//B'
TP
ANmOmn'8063TS mm.
16'
(tow'.
IT
all maf45Nvl8crew (OE)
AN SMel
LB'
0.003"
12'
Steel SVW G1. 33IT.
3/V
my 1B Ga •
13•
V4. 41088 OcteFka
U muted CMU, 9TM 090
2-0/Y
1-ix'
12'
--
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Y
114'91eAI NVazm
C. M m
mnirm
mIgN. CMU, GBTAI G00)
2-1/Y
I;i
1Y
Giddied CMU STM G90
2-1/7
1 1.r
tY
506'Steel Bottom
LmdnN(MI.. 3.5 hall I
1-0/4'
Al4'
IY
Dmuled CMN STM G90
S
- MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE
1X WOOD BUCKSTRP, 'BNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
SEE NOTE 2. THIS SHEET INSTALLATION NOTES:
1. USE ONLYANCHORS LISTEDONTHIS SHEET FOLLOWEMBEDMENTAND EDGE
CONCRETE PER
CONCRETE
DISTANCE LIMITS.
EMBEDMENT
-
REQUIREMENT
2.WOOD BUCKS DEPICTED ON THIS SHEET AS'Ir, ARE BUCKS WHOSE TOTAL
THICKNESS IS LESS THAN 1.1?.1X WOOD BUCKS PRE OFTONAL V UNRCAN BE
•
NSTALLED DIRECTLY TO SOLID CONCRETE. W000BUCKSOENCTEDAS'2X'ARf 1-1Q'
EDGE
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
INSTALLATION I+---
TYP, ANCHOR TYPE, EMBEDMENT
ENGINEERED BY OTHERS GRAS APPROVED BY AUTHORITY HAVING JURISDCTION.
TYPE
DISTANCE
AND EDGE DISTANCE PER
SUBSTRATE. SEE TABLE aUTHIS SHEET
3. FORATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OFASIZETO
VERTICAL SECTION B-B
PROVIDE FULL SUPPORT TO THE WINDOW FRAME
4,
4, IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEM.
a
U.-
NO CHANGES THIS SHEET.