HomeMy WebLinkAboutPLANS1. The 6th Edition (2017) Florida Building Code, specifically Chapter
16 Structural Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. ASCE 7-10. -
Loading Criteria
1. Live Load: 20 PSF
2. Dead Load: 2 PSF
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table
1604.5: Risk Category 3.
3.2. Basic Wind Speed, Figure 1609.3(1), State of Florida Debris
Region & Basic Wind Speed, Section 1609.3.1 and Table
1609.3.1 Equivalent Basic Wind Speed: Vui.T A'1 IPH,
Veso =132 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure D
_wM035z
Scope of Work:
1. Replacement of (3) Large Missile Impact Rated Windows
2. Existing Shutters to Remain
3. Location is more than 20 feet from comet of the building.
Builder / Permit Application is to provide Florida Product Approvals
meeting required design pressures.
SCANNED
BY
St. Lucie County
OPENING SCHEDULE
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MARK
SIZE (W"xH")
MANUFACTURER
SERIES #
APPROVALS
DESIGN PRESSURES
ALLOWABLE PRESSURES
fg2, rx 41r
�TSINDUSiRIES
iS�H,,7001(LARGE MISSILE IMPACT)
239=-R_2�,
82. 'fi6t'4 SE
#r69.0/J.8�00'"P�-SFC,;,.
ail -,-xi 47,
PGT1HDl1 lE5
lin(00 (LARGE MISSILE IMPACT)
�F�L239 t25>
+829/� aPSF
+�,6965SFUZ6.0�PSV
a\�
b rie f
Rqj INRUS'TRIES
PW 0- LARGE MISSILE IMPACT)
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FL243"R20iti---
cry _
+6,! Q/Z—�,17 SF`'
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ST. LUCIE COLINTY BLTIDIVISION
Z e
REVIEWED FOR CON
'n W I�
REVIEVPE BY
DATE 10
PL.�N 3 AND PERMIT/MUST BE KEPT ON JOB
CP. N ) INSPECTION WELL BE ➢LWE.
THESE PLANS AND ALL PROPOSED WORK I H
ARE SUBJECT TO ANY CORRECTIONSLU
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO sW
COMPLY WITH A"APPWOA»LE000E9A _
e
a Gz.
� ,� o m 03
z
9
a w�'�LL
CONCFALEOFASTENERS ORATTACHMENTS
DRAWN
ARE THE RESPONSIBILITY OF THE
GD
CONTRACTOR OF RECORD
DATE DRAWN
03/06j18
- REVISION
FILE
UUPY
SHEET No:
A-1
c
-- PRODUCT REVISED
GENERAL NOTES: SERIES 720/S20 IMPACT -RESISTANT oSswN PREssuRE Rgnrvc IMPACT RATING s PI In wIu Me Florida
FIXED WINDOVV I Noi .iRa�
VARIER. RATED FOR LARGE 83MALL NOA-Na. i7-Dfi'14.i7
1) THIS PRODUCT HAS BEEN DESIGNED B TESTED TO COMPLY VviM SEE SHEETS 2-5 MISSILE IMPACT RESISTPNCE F%Plratlon 02I7912019
THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE
HIGH VELOCITY HURRICANE ZONE(HVHZ). I — 4STIP-TO-TIP WIDTH By
Mlam do Protlud QonVa
2JSHUTTERS ARE NOT REQUIRED MEN USED ABOVE"HIMWIN
RDEBRIS 4PBUCKWIOTH 48'BUCK WIDTH 4VBUCK'MOTH
REGIONS.FORINSULATED GLASS INSTALIATON ABOVES INITHE 4LIGHT WIDTSIBLEH
4 GHTVISIBLE _ LIGHTWDTH
HVHZ, THE OUTBOARD LITE (WI MUST TEMPERED, LIGHT WIDTH LIGHT W CTH LIGHT WIDTH
III 6'MPX F, SHEETS E` 2'MAK'
3) FOR MASONRY APPUCATONS IN MIAMI-DADB COUNTY, USE ONLY B. SHEET 6 M D. SHEET] i� EH RHEET9
MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALSir
USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTMC I I..
CONCRETE MASONRY UNRS ANO CONCRETE WITH MIN. K51 PER
ANCHOR
4)ALLWTYPE' ' SHEET] G SHEETS E, HEET9 Jft-0B:0flI1]-UPDATED
q C ---- -' R E. SHEET i E. SHEETS
41 INSTALLATIONS.
WOOD
ARE OPTIONAL
CI is REO SH ETS SHEEi6 BUCK SHEET] SS
l 1X,K INSTALLATIONS. 1%WOOD BULKSARE OPTIONAL IF UNITI { -, 1
-40STALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED 2% } _ �} HEIGH I _ BUCK ANCHORAGE TO FBC 201].
o ARE',.JW THICK OR GREATER. IX AND 2X SUMS(WHE USED SHPLL .! I_ I' Y L 'T HEIGHT I', _
A§E OESIGNEO TDP,ROPERLYTRANSFERLOApSTOTHE STRU 0.E. j- Lf 01U4
4 CC � --- — 482 N4 .,Lf— - C. „ 1 T VISIBLE
WOOD BUCKGESIGN A.^.�D INSTPLLATIOHI KP' ERER GNSIBIL 12'M1R%. NY. vS'1i<' / LIGHT
.�0...:.AC' OF THE ENGINEER. (EOP)CR ARCHITECT OF RECORD((AOR) IO'C, / ;I III 1,EIGHTI-DC, I / VISIBLE- 1(1-_'f / .._ I HEIGHT-
1 HN rlr LIGNt' 1 _
pw
5) ANCHOR EMBEDMENT TO BASE MATERIALSHALL BEBETOND AIL 0, HEIGHT BUCH W
ANU
DRESSING OR STUCCO. USE ANCHORS OF SUFFIC ENT EMBED NT. / TIP TO / T m Y
NARROWJOINT SEALANT IS USED ON ALL FOUR CORNERS OFT E T 5'MAC J HEIGHT J W a 3 ABS
FRAME. INSTALLATION ANCHORS SP.OUID BE SEALED. OVERALL HE! HT O.C. a O
SFAUNGiTLASHINO STRATEGY FOR WATER RESISTANCE OF Ev
INSTALLATIONSHALLBEDONEBYOTHERS ISBEYONDT E CPS
I ' — > � B alo0 p
OFTHESEINSTRUCTIONS. 1 1 I 1
6)MAX.III' SHIMS ARE REQUIRED AT EACH ANCHORLOCATIgJ WH E — I}— �LLS u. Nib d
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USESHIMS CAPA3 L 12°NUN%OC MAX J �+�—� I"— 12'MA%.O.C.2 M H,SHF,SHEETB U (Wj o BE W
OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BYOTHERS. MUST B—� F^ --"""'III h"— O o
BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ONT VEY MAX. SHEETS TMAX.00. FZm
THE WNDOW.
TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION G, 'a 3 z z0 5.n4
])DESIGNPRESSURES: ELEVATION (TESTED UNITI ON (TESTED UNIT) (TESTED UNIT) z m 0 F a
A NEGATIVE DESIGN LOADS BASED ON STFLOTURAL(CYCLE TEST J O
PRESSURE, FRAME ANALYSIS AND GLASS PERASTM E1300, II1J
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSUPS, FI E1: J
STRUCTURAL/CYCLE TESTPRESSURE. FRAMEANALYSISANOGLASS 12'OG SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BYINSCRIBINO THE SHAPE INABLOCK W
PERASTME1305. I GUIDE TO SHEETS: IN AND OBTMNINO DESIGN PRESSURES FOR THAT BLOCK 5IZE MOM THETABLES ON SHEET52-5. W W I°"G
C. DESIGN LOADS ME BASED ON ALLOWABLE STRESS DESIGN. ASD. GENERAL NOTES . ........... ..........I � ANCHOR SPACING TO BE V MAX FROM CORNERS AND IY D.C. MAX. FOR ALL CURVED FRAME ® � Z Ul N
ELEVATIONS ............................... 1 MEMBERS, SEE FIGURE (,THIS SHEET.
B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED I O O 2
d.ADNO DETAILS.........-............ 2S
REBID( THE WINDLOADS CORRESPONDING TO THE REQUIRED 06SION DESIGN PRESSURES 2-5 IVO.C. ' WIDTH -' I—"WpTH+ I -•—WIDTH �i 1�-_WIDTH'( ¢ O Z -A
PRESSURE. THE 33An% STRESS INCREASE HAS NOT BEEN USED IN INSTPLIA"fION. FLANGE :r R..-MAX. rr - --1'{' ---, o_J11
—, OZTHE4E-`31GNgFTiISPRODLICT.THE I.BLOARoLRA+TION FAMMWA. INSTALLATIONEQUAL -USEDFORTHE EVALUATONOFANCHORSINTO'M30D.ANCHORSTWR�INSTAWTION, RJT. FINB 1\
COMEIMOCONTACT4VTM OiHETtDISSIMILAR MATERIALS SHALL MEETW.'THEREQUIREMENTS OFTHEFLORIGABUMINGCODEFOR { CORNERASSEMBLY..... ..106CORROSION RESISTANCE IEXTRUSIONPROFILES.__. 11PARTS UST..._..... L— J -6!I oe0 eu.S
0)REFERENCES: TEST REPORTS M,3835,38508 Y412; ELOO .•"--""-"'-.....11 _
ULTRACON HOP, ELCO GRETEFLEX NOA;ANSOAFWA NOS FOR T — -WIDTH -- WIGTH---I Imo. WON-- F^WIDTH
11N �
A UM DESIGN MANUAL TABLE I' -- — , r —, Tr R
WOCO CONSTRUCTION AND AL"
10) THE 720 SERIES USES A PVB INTERLAYER, THE NO SERIES
USESAN EG INTE0.LAYER. THE 720 AND 820 SERIES NAYALSOB
REFERRED AS THE 701 SERIES. I
CODES I STANDARDS USED:
-201T FLORIDA BUILDING CODE (FBC). BTH EDITION
.2014 FLORIDA BUILDING CODE (FED). 5TH EDITION
-ASTM El30D0B
I
-ANSVAFBPA NO5-2015 FOR WOOD CONSTRUCTION
I
r x1 .Iu__
l iO
�, 1 11L J
F—MOTH - I— WIDTH -H I— MOTH +{ 'I-' WONTI �-
I---- -- 1 r- Tr- 1 T�---
-ALUMINUM DESIGN MANUAL, ADM-2015 'SG'='KURARAY SENTRYGLAS INTERIAYER'BY KURAFAY PMERICA, INC.
-AISISN 10 'PVB'='KURARAY TROSIFOLO PVB INTERLAYER'BY KURARAYPMERICh INC. 1 it 11 1
f
DeacAptbn
sheet
N
1
-
I16' Lem1311V An-.4SW PVB-916'Ps)
2
]I16 Lam13115 H9-.OBP PVB-3115 H6
3
0
41f16'LemLp
31ID'T-1116' ir-3116'An-.090'PVB-116'HS
3
4
f-1116'IIDnl.p6fi6'(-I116'A4
•.Y18'HS-.090'PVB-31S H9
3
6
)11B'taml IN.
Am.080'SG-311B'An
4
e
]l16•LeM 16'H5-.OBV SG-9116'HS
B
f-1116'lAml.p 3116"T4/f5'AV-Ytfi'M-.090'SG-Ytfi'An
4
B
1-0If8'Leml.p 116'T-]If6'Atr-&i6'HS-.OBY SG-916'HS
I
Window Design
Pressure (4!-, psf)for Glass Type f
I
Lot SMe DDI
67dI8
R
>8
0D
Bd
08
92
Iee
100
t06
f09-ll2
3D
32
+IEO
,l20
•IEO
•480
•lED
HED
+/80
oleo
a180
•fA0
•f-80
HAJ
+1Aa
H80
HEO
'.IEO
H.&1
a/LD
+IAO
ai.80
•18O
m
aIAO
•! 0
+Ibo
•1-80
•l80
aIt.
•11
+1
+/�
+l-)96
•I-]9.4
38
+IEO
•180
•I60
+LAD
.180
Hb8
+L)9.7
N412
.1.75.1
•IA3.4
•IF22
38
H2O
+I20
H80
a/EO
"H80
+I-7fl1
Hd5.2
•1715
+1-00.3
H286
•1 .3
10
•!AO
+/Ea
+I80
abTea
aI.TT2
+74
•!-fl,3
./l7o
afA5.1
-•I-03.4
+I41.6
42
HtO
N20
,L80
•l-T1.4
+1T49
H-71.9
NAe2
HPA]
•IL1.8
+6590
-L5fl2
44
+IAO
alto
41-)8.9
H-)5.4
.6721
HAfl9
Il5s
•1222
HA97
.1 YTS
48
.!to
+/ED
H-Ti.2
N-mB
72Ui
H860
•IA3.
Hto3
•1l7,7
40
Ht0
Ras
II50
I-71,9
Ib83
.Itl9
HET.
50
•.LD
I 5
1741
17a3
1267
+/E11
•f-59.7
I-)5.8
I724
1 8
Ott1
+0tl5
+l-]]4
1T30
1705
OlTa
1435
58
al-i!
1208
aa3
I t
.y 50,
N]4]
b703
11436,8
_-
I
160-.
7nY21-.+,EBI,
Icy
+
!
1
62
HRt2
•1A7.1.
-
iR4.1
+IE97
.IA5,5
_ .. - -
c !-...
"TT
.'..I
-
.v1 . •,.
,....
T';t -
68
+IEfl3
-71
Window Design Pressure (+I., psf) forGlas3 Type 3
'I
m9 ads ODl
]2
TO
00
81
88
92
BB
1 103
104
509-112
30
32
+LED 1
.1-toV
+/EO
+LED
+LLD
•180
H80
+/20
H.80
,191
+rA]
H2O
•180
HEO
.r80
•ILO
,LAD
./to
+1A0
a4
HEo
HtD
•Ito
.fAo
.rru
HEo
.r4a
«Ito
Hto
38
38
+Ibo
.,to
+/b0
+f s)
,1m
+140to
33
+I80
+/LD
N20
+/AD
a1_60
a120
.1-19.4
+IA64
,IA4.3
a0
+ILOH2O
+180+ILO
/LD42
E728
HLO
+/to
•18a4d
+ILO
.100
/to
/A)0
174A
41das
+1A25
."as
4Do
.ILO
+IEO
r702al-]S9
I]1]
IE6148o
./20+1
11T1.2
«Id13
fi95
I.00
D
ZD_.
.altoR]540
1-T39
115.3.
+1413
'I'i
1Ep
0-
T)1t50O
HLO
H-T18
I
5B
.I20
I-TB4
1T5.4
I
60
.120
f-776
1]1s
I
82
+It0
,f 75.8
84
./-708
+I-74
m
+l-712
079/8
•A74.9
4
SED AT CURVED
MEMBERS QVLY 29
518' F.- LONG SIDE
11T/8' 0 G MAX
BITE
T_
3
SHORT
SIOE
E%!tRIOR -
-
20 1
13.i -�
GLASS TYPE II!'.. - L
41 ff'L'-.LOJf• O SIOE I
SHORT�
SIDE
TABLE DIMENSIONS MAY EE
ORIENTED VERTICALLY OR
HORIZONTA'-LY AS SHOWN.
e1116'N0M.
GAS STACK
A16'LAMINATED y
GLASS STACK J/
111C HEAT
3116"TEMPERED GLASul.STRENGTHENEDGLASS
711E"AIR SPACE
3116"ANNEALED GLASS
090. PVB SHORT
SIDE
INTERLAYER
5
USED AT CURVED
"
'E MEMBERS ONLY 4V
1J1 •
nnP,,���� "•. al LONG
SIDE
EX]ERIO
an1 21
13 1
GLASS TYPE 3
snoRT
_�
SIDE
'ROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCKOIMENSION.
OR LONG DIMENSION.
IN THE TASLEADOVE WHICH THEGVERAIL DIMENSIONS COMPLETELY EIT W1MIN,
1
1
'
F
c.-Or
j
a
m
Y
w
V
.„,
:N
g
o
O
I�
N
OJ.
Z1.
$
W
Z
48
w.dp
n
L) U_ d
End
&
W
o
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aN
Zp
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y
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0
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of
K
N
Z
O
u
W
of
nlna5
?
�. ,• No. SB105
A. LVNN MILLER, P.E.
TABLE 4'
Window Design Pressure(41, psf) for Glass Types 2& 4 -`
Lmq a
60
84
88
92
90
100
1 1W
1 1 a9.V2
112
116
120
124
iR
to
136
140
ib
60.L0
T2
n-
1
-
HED
H-00
.'to
•bBfl
Ha0
+WA
+IdO
+/AO
N�
•I�
N.W
f`g
N.W
N�
39ul
Hd0
af90
+/901
al£0
a150
+/AO
•!AU
4tD
.ILO
+Ito
+1.80
+1d3
JAO
H.60
.1d0
•/d0
+1.
A
+It0
.480
+/d0
+It0
+Id01
•/toI
,1-00
•IAO
+lAO
rlt0
+600
.1Ao
•Id0
./d0
.1.L
+IAO
.lLO
4t0
+Ia0
aft0
+/L0
a/a
a;tp
Ias
31
.Id0
.1a0
+Id01
.Ido
alt0
,IbO
Hd0
,/.Do
+It0
«140
•Ito
°1E0
- •rd0
•1R0
•ILO
Ha0
Hd0
,/-z00
Hd0
M-00
•140
.90
+1to
ME,
arbo
+1-00
,Ito
«ILO
+/b0
•1d0
mo,
•rt0
+Id0
.Ia0
•1to
•Id0
•IdU
+Ib0
+/to
42
.1d0
+1b0
+It01
HLO
Nt0
•/AO
H
+Id0
.rAo
Ha0
+I.83
+Ia0
+It0.
+1to
+/ta
•It0
.Ito
+/do
.rdo46
.raD
+lao
+1d0o
aao
.1.B0
.rto
./40
+1to4e
.rbo
+,to
.rdo+
./Lo
«do
+I&1
,1ao
+,
Hd0
albo3+IAO
+Ida
•Id0
•1to
_alto.54
-T4
1A0
1t0
1Te.1,.58..
.i80
1
!
Be
,rLD
01.I10
tlt0
T
TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION.
NSION.
ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN.
1-111V NOK TABLE DIMENSIONS MAY BE
CLASS STACK I-_ IIIF LAMINATED ORIENTED VERTICALLY OR
N10-LAMINATED `' GLABSSTACK HORIZONTALLY AS SHOWN.
GLASS STACK LONG
.OWPVB INIERLAYER 3/1 V TEMPERED GLASS 3I16°HEAT STRENOTIENED GLASS SIDE
3116°HEAT L16-HEATSTRENGIHENEOGLASS ,r— LONG SIDE
VIVIIEATSTRENGTHENEDGLASS. STRENGTHENED GLASS 7116'AIRSPACE ,09P PVS WTERIAYER T— 1
4 tt I 11 SHORT
5 610E I
DEEDAT CURVED USIMSSRS ONLY,
I,E MEMBERS ONLW. 29 iU II' 61B" FRAME M�. MBERS OKLY.. 20 SIDE Imo`
L
Q 1IAIB OC.MA%. 1GLASS SITE ''011Pe'O.C: MAX GVSS OVTE
tJ 1 11 1 3.
EXTERIOR ^•\ EXTERIOLONG51DE
A 13 a sn 21 13 T
I SHORT y
GLASS TYPE 2 GLASS TYPE 4 SILONG
DE t*
SIDE
jI �SHORT
SIDE
1 T-0614.11
EYPIIaDae
I I IT 11
Y
-
0�
eioO
0 N
m K b
N
-i
Z W Io ^tl
M
2 W
UO od
W
❑
n > a1 g
Z
N
� Z m @'
O
m
F
GJ
W
❑
C
Q
th
Q
r
leauS
6 m
N
W
3
m
0
N
Z
Z
O
�
D
�
NN
L2
* , NA 66705
"I I I1111"
AAYNN.ILU RPE.
PEC59Ta3
( ,t,'
Window Deslgn�Pressure (+l-, pso forGlass Type 5
m9 DT. T.T.
W-7/8
72
76
80
Bd
I 08
921
98
10]
104
109-112
30
]2
+M.125.4
+506fl8.9
+9W423
+90'4108
.9014155
+9W-ifG.3
a99-111.5
•9W4p1.6
apt-IB&5
.9W�9&]
+RYAW
-901-95,7
+901-1045
+901-923
a9014015
+WI.-8
19W-1025
+901.W.3
a90A00.7
+149.9
t901-979
+149
34
.90LIDB9
+M.IM
+501.9&8
•9W9S1
7W9t6
+603.2
+/44.4
+I415
•1401
+1-T9.8
.1-PA
36
•9W-t02.8
+9W.97A
.901-928
+/-08.9
;1_
+I-02B
7,79.T
.,.M
45.1
+734
7/ 2
30
40
42
+90l-9B.4
a901-94.&
.901-913
+9W 92.2
+I1M2
a149]
+Ib6T
.I-H2.6
•/40.
•/4t3Z
a-1&H
+I-T1.4
•IbOJ
.I-Ti.2
.1-743
H.T&1
•IdA3
H�71.3
+1.752
Hd1.3
HbB.2
+/-T25
Hb1.9
•/HN1
gd0.3
Hb5.1
.121.E
*148.5
NA
H59.0
a1663
+I41H
Ha
44
.I4&3
•I104
H-]89
N.75d
H.]21
H4&9
+1450
N422
+159.7
ab5].5
40
•-854
)W0
+ITT2
L.73a
1.70.1
a,650
.1435
Nb03
•ISTJ
40
H827
I193
.11 6
1-71.9
I-0fi.J
•1449
+141.5
+6592
N
5n
1909
IT15
• 74.1
7003
/be]
«1b31
Nb91
B
52
/491
1756
+/ 2
1$ 8
1b51
N41.5
a
54
1-TI4
7]3.8
+I705
12)H
1235
_
5H.
•l T5H
d2
./488
•I{4.3'.
r
62
71.97
+lbLf
%-Tl8
NbT
' VTmd.w Design Pressure(+(-, psf) far Glass Type?
mps e
%-ne
Tz
76 1
e0
B1
02
B9
la0
ID1
0412
30
+9w.lw
r9w.130
+9N-t]0
r9W-1Z6
a001-122,fi
.1
+90I-ti8.6
+90/-118.1
a991-117
r9W-115.0
aeW-112T
+991-109.9
32
+9tl-Ib
a9gd25.1
+9W-0199
+9y-114.a
.90A111.6
+W/-100.1
49y-t0A3
aW-t02A
a9Y-102
+9N-1f11A
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a -Po
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9e
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3904.2
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+9Y64
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./84.9
r1411.9
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4D
42
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+90'A5.T
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r9W-912
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al-04
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.9W63.1
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+9WE1.3
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+h &t
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40
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+189.8
+Id54
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+145A9A
04
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+l-Id
I
fie
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ONLY TO FLANGE AND
WIT_AMINATEO
GLASS 87ACK
OIASS
USED AT CURVED
FRAME MEMBERS ONLY 29 1 fil8°
Q 11218°OC. Max. GLASS SITE -.-- LONGSIDE
1.2
E RIOR SHORT
20 43 SIDE
TY
PF
.. ._
?BID"c 'I 1 F-LONGSIDEE.
SHORTDE
L
TABLE DIMENSIONS MAY BER ORIENTED VERTICALLY O
HORI20NTALLY AS SHO W N.
1-IMWNOM.
GLASS STACK GL,v LAMINATED
711A55 STAG(
B-TEMPERED GIA83 VTVANNE EDGIASS
3M
3/le ANNFALEO GLASS
7116°AIRSPACE 490° SG INTERLAYER 4 SHORT
SIDE
11
5
USED AT S NLY 51W
-FRWE 8fEM&ERS ONLY 29 - Gl ss BITS
911-718° G.C. MPX. 01
# SIDE
EMER O
ro- 21 13 1
�Y GLASS TYPE
-� SHORT
SIDE F-
ACT V FROM THE TIP -TO -TIP DIMENSION TO DETERMINE THE BUCK DIMENSION,
SHORT OR LONG DIMENSION.
W SIZE IN THE TABLE ABOVE RMICH DIE OV 1_ DIMENSIONS COMPLETELY FITWITHIN.
OWS. DO NOT USE WITH FIN -FRAMED WINOONIS.
NOa-Ne.--- 17-0614.11
Expiration Data 02JI912019
j #.! Na159705
111111"
x MRIFR. P.E.
TABLE T:
f-- Window Design PM95ure(4/-, psQ for Glass Types 686 --• -
-
-. Laq 510e
In
30
32
34
36
30
67.718
•9W-tmf
•9W.130
+9W.133
r9W433
...I.
TR
•901-130
•90I43J
+90I-130
•90-130
•9W.130
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•9W.130
+901-i]6
•901-130
+9W-tm
'r9W-tID
30
+MIN
+901-130
+M.130
+90430
+90I.130
+90.130
.901.130
+9W433
+90130
+9W.1J0
+SD4301
•9W.1so
a0LIN)
r9W130
+90.130
1901430
•9DI-1:A
+9W-130
r9W-130
+9q.130
+901-130
+9W-131
+901-130
+901-131
r9W-130
+906130
+9W.1J0
+9W.130
+901-170
+9N.130
+9W430
r9W-19
+90.130
+9W.130
+9N-130
02
rNiow
+m.1so
•9W-131
a9W-130
+9W.IW
+9W-133
r9W431
+9W43J
+9W430
+SSI
+9VL130
+9W-1W
•9W.131
+901.131
•M.1212
IN
. +90.�.
+9W.130
•90'-1�
•9W.130
•W.1273
d
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+9W-131
«9W430
+9N-1J]
2
+901430
+901-133
+9N-130
a9W.133
3
•9W.13)
+90Ft30
•9SI.1J0
136
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+9WA30
MID
+901430
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40
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+9W-131
+9W.131
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+9W-130
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+90-130
+901430
+9W-la.3
+n-123.2
+90.1195
+9W.1164
44
+9W.133
+9W-I'33
•9W-Im
+901-IM
+90Lm
+M.131
490•.130
+9W-124.5
•9W-1 994
Z9W 115
s
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r9W.131
+9W-130
+90-130
+90.tb
+9W-131
+9W.13)
+9W-126.9
•9W-120.5
+[ 115.3
40
+9Q'.130
+9W1W
+M.IX
+BW-130
•9W-13s
+9W.IN.7
+90-123
+9W.1185
50
+99I-131
+9D1Im
•90I-130
mix
+9W-1W
+90'. 263
89.41.119.
9DI 131
901.130
9w130
+901 w
901130
8881123
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4.51
90I130
901.131
90.131
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_
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9 130
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90.1s1
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H+fill
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NOTES'.
1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS{ SUBTRACT V FROM THETIP-TO-TIP DIMENSION TO DETERMINETHE BUCK DIMENSION.
2) FOR SITES NOT SHOWN. ROUND UPTO THE NEXT AVAILABLE SHORT OR LONG DIMENSKIN.
3) FOR ARCHITECTURAL WINDOWS. FIND THE ShW.LEST WINDOW SIZE IN THE TABLE ABOVE MICH THE OVERALL DIMENSIONS COMPLETELY f
4) THIS SHEET APPLIES ONLY TO FLANGE AND EDUALAEG WINDOWS. DO NOT USE WITH FI FFRANIED WINDOWS.
TABLE DIMENSIONS MAYBE
ORIENTED VERTICALLY OR
1-V1C NOM. HORIZONTALLY AS SHOWN.
9/16. LAMINATEO L.. GLAMSTACK ...1 ]IVV LAMINATES LONG
GLAS55TAUK I GLASS STACK SIDE
3116- HEAT STRENGTHENED GLASS LONG SIDE d
4G-S
SO INTERLAYER 311W TEMPERED GLASSyfCHEAT STRENGTHENED GLASS16•HEAT 3116'HEgT STflTRENGTHENEDGL0.S5 T/16'AIRSPACE .096'SG INTERtPYER SHORT1 EI'EHORT
1USEDAI'CURV-_J_SDEFRAM�ME410ERS ONhis+ - -USED AT CUDFRAME MEMBERS ONLI' 2B
11d5 O.C. l;lA55 BITE �j 11-TIC O,CMAX GLAS6BITEF�LONGSIDE 1'2 IEXTEMERIOR a O 21 13 SHORT Uj LONG
P"
G510E SIDE
LASS TYPE 6. GLASS TYPE e L
SHORI
SIDE
as plyhinwitll the Fladde
BRlldleo Codo
NaA-NP. 1 17-0614.11
Fiplration DInE 02/19/2019
NO CHANGES THIS SHEET.
1 a
C,
V 0 N
(D NN g� aic0 � 0
W N
O J 6¢ Z 0 n
Zug
UUo op �
Fw- Z w a Hi IS 'oN
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3 7 N
0 0 Z
z a alp.
D X SU dIF
A. LYNN).11LLER, I
P.Ek YNS
EDGE
'Il DISTANCE
INSTALLATION
TYPE A
i {PcE H jt I 1M
WN00EXTERIOR
HEIGHT
"Nov"
HEIGHT V15IBLE
IGHi
HEIGHT-
L
EMBED
INSTALLATION EDGE
DISTANCE
TYPE B
2X w000BUCKSR2M
INSTALLATION
OR FRAMING, SE_
NOTE $TH'.S SHEET-
� -
TYPE
EMBEDMENT
!EMBEDMENT
T
SHIM
EDGE
6
DISTANC
1 �'14'MAl(
1 SHIM
TYP.ANCHORTYPE,
\I EMBEDMENT PND EDGE
INSTALLATION EMBEDMENT No";. 117-0614.11
TYPE BB eapimilon Dom 02/19/2019
1X WOOD BUCKSTRIP, ._r g
SEE NOTE 2. THIS SHEET I ' MYam� deOS Uuc<Con4ol
TYP ANCHORTYPE,EMSEDMENTAND EDGE
EDGE DISTANCE PER SUBSTRATE, DISTANCE
SEE TABLE 8, THIS SHEET 1
( DISTANCEPERbu"I Alt, 2
I SEETAElU8THISSHEET y _!
RAMS M MEMBERS ONLY jEj0.1oR \.L' f
t11 N(". MAX CONCRFi)Mu ,I i I" V i
PER AN
.+. NSIBEE LIGHTWIDIH
REQUIREMENT YANDOW BUCK YADTH-Y-3/q'
III_ WINDOW BUCKwIOTH
nP-To-nP Mn110DwMnDTH
114-MAX. SHIM —. I` HORIZONTAL SECTION A -A
STEEL
SELF43R'lIJNGSMS TABLE 3'
SEE TABLE
THISSEEC
INSTALLATION
METHOD D
INSTALLATIONANOHOR
UNDERNEATITIIE
BEADING EXTERIOR
MIAMI-DADS APPROVED MULLION -
7' (SEE SEPERATE NOAE ALUMINUM.
6 STEEL FRAMING OR STEEL STUD.
SEE SUBSTRATEVROPERTUSS.
:TABLED �15SHEET
�1/4' MAXSHIM
CONORTECMU
PERANCHOR
REQUIREMENT
Anchor
6obct..
Mln Ed,
DID..
Min. 5mlmd.enl
Max OC:
b az
912 ara14410553orew
P.T. Bou!M1am Pine SG=.
b
ANminum WBiTi In.
S
O.Ofil
T
h36 Steer—
81B'
slocl Slum Gr.
YB-
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0.045`(13 Gal'
12'
IT
012 or 0461aal ScmW(GSI
(SU-0
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1+Vb'
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2-VT
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:_12'.
_
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29T
Id/4'..
1T'
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M18'S1¢el-URnean
GencmN (mkt 3.5 Nell
1-0/4
1.L6'
1T
Gm0le4 CMU, 9TM CAO
2-t12
1J14'
iT
' MIN. OF 3 THREADS BEYOND THE METAL BUBSTRAI£.
1X WOOD BUCKSTRIP, V NGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
SEE NOTE 2, THIS SHEET INSTALLATION NOTES:
CONCRETE PER 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
ANCHOR
'
REQUIREMENT
2. WOOD SUCKS DEPICTED ONTHIS SHEETAS'9X'.ARE BUCKS WHOSETOTAL
I
THICKNESS IB LESS THAN 1d12'.1X MOD BUCKS ARE OPTIONAL IF UNIT CANS
NSTALUD DIRECTLY TO SOJD CONCRETE, WOODBUCKSDEPICTEUAS'2X' APE 1-ilT
TACK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BULKS TO BE
TYP. ANCHOR TYPE. EMBEDMENT
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
AND EDGE DISTANCE PER
SUBSTRATE. SEE TABLE 0. THIS SHEET-
3. FOR ATTACHMENT TO rAETAL THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO
q.B_B _
PRO=E FULL SUPPORT TO THE WINDOW FRAME
4.IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WH'OIESYSTEh1
l
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MN. F,w
120b1a
-Ell
xa
naxvl-
&.�
f1 x51
1
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1 xu
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1
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1
f
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> 81
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ED
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'asa0
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EDGEi
DISTANCE
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TYPE E (
U EXTERIOR 2f
WINDOW
BUCK
HEIGHT
BUCK
HEIGHT-
2av
EMBEDMENT
INSTALLATIONI EDGE
TYPE F DISTANCE
2XWOODBUCKSTRIP INSTALLATION
OR FRAMING, SEE TYPE G
NOTE 2, THIS S'.EET '" - 1XWOOD
EMBEDMENT SEE N0TE 2,
1 "ei
0 EMBEDMENT
EDGE SHIM TYP.ANOHORTYPE,EMBEDMEMAND—
OEOGE ETABVCEPER SUBSTRATE,
6 SEE TABLE 9, THIS SHEET
DISTANCE _
TYP.ANCHORTYPE
EMBEOMENTANDEDGE
DISTANCE PER SUBSTRAT
SEE TABLE 9 THIS SHEET
ATCUR ED
E MEMBER ONLY - a'/
1/4• MAX. SHIM
. I 1Itv
E%TERIDR.
"• I. LI I It WIDTH I\
,..,C-ONcgETEIGU4 I, T� - vulvOow eU�nw14TH 2y'4'
PER ANCHICI 4
REQUIREMENI wlNUowUJG:�JIDP{'—
T�
--I ILA HORIZONTAL SECTION C-C
11 ' ., TAILS 9'
INSTALLATION
TYPE H
EXTEjjRIOR
v
MIAMLDADE APPROVED MULLION
1 (SEE SEPERATE NOA), ALUMINUM.
STEEL FRAMING OR STEEL STUD.
/ v SEE SUBSTRATE PROPER'RES,
INSTALLATION
BeI 6.111,',
TYPE F
NGA-No.
—
SSTRIP.
E MBEDMENT
Ea0ira0on Dal
S4{SET
BY
Mbm
EDGE
D157MCE
NO CHANGES THIS SHEET
li
CONCRETEICMU J m Y ❑
PER ANCHOR jYJ A 0 'k
REQUIREMENT IY O
❑ �� 0 N
Mclmr
6ubet2le
MD�lsle-9c
Mlrt EmCedma@
S, O.C.
b
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P..Bo N. Pirvel G=O. 1
8116'
13I6'
tr
AMm=m, C—po min.
we-
0.0U!'•
12-
A5081eN
wr
O..p
I fY
6k¢I6[W Gr. 33 min
318•
00W 18 GI
1
P.T BONMm Pire (8G=055)
.16'
13/S'
Alumilmn.e081T5 min
OOSB••
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A3OS teel
N8'
16'
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98'
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t/d'410 S9 CreMFlen
W,gmuNd CMU.4 "0)
3-1/r
1-1/d"
Ceneret.(m], 3.35 ke1)
1'
11r
Ir
1/d'Steel Lltrdmn
fnncmte(.In. 289 hall
1'
1314"
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2-f?
f310-
rive... CMU, (ASTM G9q
2-1/Y'
1- 110
OmMee cMU ASTM C60
&IIY
1+Yd'
&18 6tecl Ntmcan
COfLreIa mM. 3.5b0
134"
•gnuMd CMU.IASTM 090
_I-1,14
,
1J0.'
d� ' _' - TABLE PTHIS-SIGET •MIN. Ot 3.TNREA053LYON0 THE METAL SUBSTRATE.
J HIM "T •mil P-•UNOROUTEDCMU'VALUESl4AYBEUSEDFORGHDWEDCMUAPPUCATIONS. •;.,. �(; I.
MAX S
".E
INSTALLATION NOTES:
1WOOD B. CKSIRIP,
1. USE ONLY ANCHORS LISTEDON THIS SHEET. FOLLOW EMBEDMENT AND EDGE
\
SEE NOTE 2, TMIS SHEET
DISTANCE LIMITS.
CONCRETE PER
2. WOOD BUCKS DEPICTED ON THIS SHEET AS"Ir. ARE BUCKS WHOSE TOTAL
ANCHOR
THICKNESS IS LESS THAN 1-la. IX WOOD RUCKS ARE OPTIONAL IF UNIT CAN BE
-
REQUIREMENT
INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEEICTEDAS•WARE 1-IN'
'
THICK ORGREATER. INSTALLATION TO THE SUBSTRATE OFMOD BUCKS TO BE
•'
ENGINEERED BY OTHERS OR ASAPPROVED B`�AUTHORITY HAVING JURISDICTION.
TYP. ANGIORTYPE,EMBEDMENT
3. FORATTACHMENT TO METAL THE STRUCTURAL MEMSERSHALL BE OF AS¢E TO
ANOEOGE DISTANCE PER
PROVIDE FULL SUPPORT TO THE WINDOW FRANS.
SUBSTRATE, SEE TABLE 9. THIS SHEET
p-p
4. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA
APPLIES TO WHOLE SYSTEIA.
LIES TO WHO
APPLIES
M.I
Min. Fy
Mh F,
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411
111
110kel
Fw MtoCm9
1S kcl
Ol k l
CC SS Eke GefeFm®
1074 t4
169.7kel
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SEE TABLE 10, THIS SHEET
INSTALLATION
TYPE
1
WINDOW
BUCK
HEIGHT
{ — — PROIDUCTF
plYin
2x woo0 eucxsTalP INSTALLATION INSTALLATION eaidmB cnd�'
OR FRAMING, SEE TYPEJ TYPE NOp-No.
EMBEDMENT r— NOTE 2. THISSHEEf EDGE - Explmtion Oat
DISTANCE I� IWMAX EDGE DISTANCE B
EDGE SHIM Y
DISTANCE 2X W000 BUGKSTRIP MiamrDad
O Ila 2% WOOD BUCKSTRIP OR FRAMING, SEE O
OR.FRAMING,BEE NOTE 2, THIS SHET
NOTE 2, THIS SHEET
1STANCE PER SUBSTRATE,
TYP. ANCHOR TYPE, EMBEDMENT AND
3 1 �IWMM I '� EDGESEE TABLE 10, THIS SHEET
'I1. -- . ,
BUCK
HEIGHT-
2-31A'
21 /
r � 1
INSTALLATIVN
TYPE
EMBEDMENT
T
EMBEDMENT I � l� I I 11
Ih EMBEDMENT
NO CHANGES THIS SHEET.
o..
71 , _ EXTCT6TEIDR .
MSISLELIGHTWIDTH= 5
NDOW BUCKW'I 31
WINDOW BUCK WMADTHIDTH 0 `N •'
114'MPX. SHIM —�-{ L�9N �E W K �_
HORIZONTAL SECTION E-E a U y i $
z
4LLATION z' g -i -a "°'^ ❑
xu w
YPEL EDGE DISTANCE FWU-Z ua JMC
TABLE 10
I 1110 STEEL
SELFDRILLING SMS
IDS), SEE TABLE 10,
THIS 5HEEf
Ancpw
Sutftw
Mln, Edge
ONtanca
Max. GO.
3 a6
0 �-
" Z a,I
Ind
IILIITI Iy--'I'~—
I
11I €
Z
O
F=
Q
g
Q
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0
U.
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m
IF
2-t12" X .113 Bpk NaO
puNen P.T. SPNa G=0.55
611E
E'
-lZ X 131- al
2.U?X.3YCpmmm Nall
P.T.Sm0w0 PNa G=0,55
3/3"
5'
m1n N
P.T. BaNlem Pine 3G=0.6E
3I5'
9
A10x 1'swa BemwIG5)'
0093SA
Z
A3656063-Tsm
611G
5"
D.005° 18 Ga Stetl Sfltl GT. 03
SIt6'
6'
2X WOOD BUCKSTRIP le EXTERIOR '61IN.OFS THREADS BEYOND THE METAL SUBSTRATE + < Z
OR FRAMING, SEE
NOTE 2 THIS SHEET. .. N
IN' MAX SHIM N:IAMI-DA➢E APPROVED MULLION INSTALLATIONNOTES e 1 4rJ I X Z 60
_y1 (SEELFRAVIINGORSALUAIINUM, 1, USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT Z IT.
STEEL FRAMING OR STEEL STUD.
— SEESUBSTRATE PROPERTIES, AND EDGE DISTANCE LIM1BTB, el;l '�se0 ssue
TABLE 10,THISSHEET q WOOD BUCKS DEPICTED ON THIS SHEET AS'1x', ARE BUCKS WHOSE M.M. MIn F, M.F. J p
TOTALTHICKNESSISLESSTHANI.MIXWOOOBUCKSAREOPTIONPI slM semi Bz xN 12a6a1 `K��aNYI LY(1'N�/O''
EDGEMSTANCE IF UNIT CAN BE INSTALLED OIRECTLYTO SOLID CONCRETE, WOOD 6fB115AluMnum 16k0 IIkal �� 1:'�10ENgF', ��
SUCKSDEPICTEDAS"2X'ARELVI'THICKORGREATER. INSTALLATION Aw stcel �a6a le 6sl _
TOTHE SUBETRATECFWWOO BUCKS TORE ENGINEERED SYOTHERS trAsl ls:W i1W K56a1z NOJ M705
TYP.ANCHORTYPE,EMSEDMENT OR AS APPROVED BY AUTHORITY HAMN0JURI5DICTION, -*t 1
I AND EDGE DISTANCE PER 3. FOR ATTACHMENT TO METAL THE STBUCTIRAL MEMSERSHALL BE
550
SUBSTRATE, SEE TABLE IO,TY.ISSHEET OPASFETO PROVIDE FULLSUPPORT TO THE WNDOW FRAME. Al �S'f-T
V'F_F O. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINOOWOR 14ORIOF. s: ?
MULLION NOAAPPLIES TOWHDIE SYSTEM.
RE.
D WOODSUCKSTRI.
EDGE OR FRAMING, SEE
DISTANCE'I NOTE 2, THISSHEET
59 EMBEDMENT
�114"MAX
3� SHIM
INSTALLATION TYPE M ' INSTALLATION EMBEDMENT
TYPE N
EMBEDMENT
IN' MAX
SHIM
O 1X WOOD RIP, SEE
2X WOODOR FRAMING, SEERIP NOTEE 2, 2,7HI'HIS SHEET
NOTE 2,T.SSHEET
TYP. AN'CHCRTYPE,EMBEDMENTAND
EDGE DISTANCE PER SUBSTRATE.
1 SEE TABLE II, THIS SHEET
CONICRETE/GMV
PER ANCHOR
REQUIREMENT
IXMAX.SHIM +�
II�
INSTALLATION
TYPE OO\
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TYPE N 1X WOOD BUCKSTRIP. TINGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS,
Q SEE NOTE 2.THIS SHEET
f••' � wsrALlanON Nan:s:
1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS
2.MOD EOPTDEPICTED IT THIS BE
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3. FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF SI2E TO PROVIDE FULL SUPPORT TO THE
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1
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ifi SPACER`9NXTn" OSPACER
Part#
Description tl
Material
76
Kummerling 4SG TPS Spacer System
76
Quanex Super Spacer W With Hot Melt Butyl
See this
Sheet for
'n
puanex Dumseal Spacer
Materials
76
Caltlinal M Etlge Spacer
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No. 611705
ALY MRIER.P.E
PE. -.Ms
A5116' ONSISqTING OF OF I/8" ANNEALED GLASS WITHA.090-KURARAYTROSIFOL° PVB (BY KURARAY AMERICA, INC.);,
SAFLEX YVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
B. 5/16' LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 118' HEAT STRENGTHENED GLASS WITH A
.090'KURARAY TROSIFOL OPVB(BY KURARAY AMERICA, INC.) OR.090"SAFLEX° PVB WTERLAYER(BY EASTMAN CHEMICAL COMPANY)
C 5116" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS WITH A
.090'KURARAYTROSIFOLsPVB(BYKURARAYAMERI(A, INC.)OR.090"SAFLEX` PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY)
D.7116-I-AMI CONSISTING OF(2)LITES OF 3/16- ANNEALED GLASS WITH A.090'KURARAYTROSIFOL PVB (BY KURARAY AMERICA, INC.)
OR .090' SAFLEX 0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
E. 7/16' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH A
.090'KURARAY TROSIFOL .6PVB(BY KURARAV AMERICA, INC.) OR.090"SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
F. 7/16' LAMI CONSISTING OF (2) LITES OF 3116' HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL -PVB (BY KURARAY AMERICA, INC.)
OR.090' SAFLEX ®PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
G. 13/16' LAMI IG: (1) LITE OF 118" TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8' ANNEALED GLASS WITH A
.090- KURARAY TROSIFOL PVB(BY-q RARAY AMERICA. INC.)OR.09D'SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY),
_ 11.13.16-LAMI IG: (1)LITE OF 9/8'ITEMPERED GLASS, AN AR SPACE AW)5/16'LAM] CONSISTING OF(1)LITE OF US' ANNEALED GLASS AND (1) LITE
c ^'6F9/8'HEAT STRENGTHENEDGLASS WITH AIl090' KURARAY TROSIFOP PVB(BYKURARAYAMER]CA.INC.) '•.v.
r. ,ORC09D'SAFLIX`PVBINTERLAYER (BY EASTMAN CHEMICAL COMPANY) !. '•S<�` .±•
I. 13116"YAMI IG: (1) LITE OF IM' TEMPEREDGLASS. ANNA SPACENND 5116 LAW CONSISTING OF (2) LITES OF 1/8 HEAT STRENGTHENED GLASS
WITH A.090"KURARAY-TROSIFO-L`B(BS`.100ARAV AMERICA, INC)Oft.090"SAFLEX°/PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)T
J. 13116' LAM[ IG: tl) LITE OF 1/9' TEMPERED GLASS, AN AIRSPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/10-ANNEALED GLASS WITH A
.090- KURARAY TROSIFOL ®PVB (BY KURARAY AMERICA, INC.) OR.090- SAFLEX' PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
K. 13116- LAMI IG: (1) LITE OF 11W TEMPERED GLASS, AN AIRSPACE AND 7/16" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE
OF 3116- HEAT STRENGTHENED GLASS WITH A.090-KURARAYTROSIFGC PVB (BY KURARAY AMERICA INC.)
OR.090' SAFLEX F PVB INTERLAYER (BY EASTMAN CHEMICAL COMPAN.1
L 13116' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS
WITH A.090-KURARAY TROSIFOLP�VE1 B( Y KURARAY AMERICA. INC.)OR.090'SAFLEX°PVB WTERLAYER(BY EASTMAN CHEMICAL COMPANY)
M. 13116' LAMI IG: (1) LITE OF iB ANNEALED GLASS. AN AIR SPACE AND 5116' LAM[ CONSISTING OF (2) UTES OF 1/8-ANNEALED GLASS WITH A
I .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR.090- SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY)
CODES I STANDARDS USED:
+201i FLORIDA BUILDING CODE (FBCI, BTH EDIRON
+20A FLORIDA BUILDING CODE (FBC). 5TH EDIRON
�ASTM E1300UC
+ANSIIAFWA NDS2016 FOR WOOD CONSTRUCRON
.ALUMINUM DESIGN MANUAL. A)M-2015
•AISI SIW12
+AISC36610
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
I
GLAZING DETAILS ............
2
DESIGN PRESSURES .......
3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ............
5
PARTS UST. ......................
6-
EXTRUSIONS .................
7'
CORNERDETAIL .............
_-
7't .
ANCHORAGE ...........:...
8:11,
Materiel
Min. FT
Min, F„
Steel Screw
92 ksi
120 kS1
Elw(AlreCorl®
155 ksi
177 ksi
410 SS Elco CreteFlex®
127.4 ksi
189.7 ksl
6(063-T5 Alunin uTl
16 ksl
22 k5i
A36 Steel
36 kSl
58 KSI
Gr. 33 Steel Stud
33 ksi
45 ksi
2. CONFIGURATIONS: -OX- (111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: (SEE TABLES 1-3. SHEET 3)
II `
A NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
V
B. POSITIVE DESIGN LOADS BABED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33 1/3%.8TRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
C: Rcul"w' 5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERSI SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL-4645, FTL4646, FTL41P17. FTL4648. FTL4649, FTL4650. FTL-4651, FTL4723, FTL-4957, FTL4958 AND FTL-6063.
ANSIIAFSPA NOS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
B. SERIESIMODEL DESIGNATION SH700. ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE(HVHZ).
10. FOR INSULATED GLASSIMIALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED.
1D1DN.NE.`�°�s�e GENERAL NOTES
I 111114 't6IX
JR OB9N77 O UPDAtEDANpIORAGETOFBC20I7. OD+T OF 41fH' ALUM. SINGLE HUNG WINDOW IMPAC
cmrns,•.mr �'
snro lJTS 1 + 11 4040-20
* No 55M •:
STA
po' '... OFF
AL
A. LYNN MILLER. P.E.
1/2" NOM.
GLASS BITE
12'NOM.
GLASS BITE
Part
Description
Material
71
Kommeling 45G TPS Spacer Syslem
Sea
72
Quanex Super Spacer n%rwth Hot Men Buiyl
this
Sheet for
73
Quanex Duraseal Spacer
Materials
74
Cardinal XL Edge Spacer
37 4..�4 1..—. 1I'ANNEALED OR HEAT STREN HENED GLASS 3•ifi' ANNEALED OR HEAT STRENGTHENED GLASS
Lf�I090 PVB INITERLAYER 090 PVB INTERLAYER
T11/8" ANNEALED OR HEAT STRE GTHENED GLASS 3li6" ANNEALED OR HEAT STRENGTHENED GLASS
5/16' NOM. 7/16" LAMINATED
_ 16" LAMINATED:GLASS 80,81 82 - 7/16" LAMINATED GLASS 83,84 or 85
NOTE
7
D
A •LAMI G OUBOP
% LTESMYBE,
uP(ACCBECTIONSf'. I I..UpGRADEDT031i6�;
'WITH NO CHANGE IN
f p = DESIGN PRESSURE.
KURARAY TROSIFOL
12' NOM.
1/2'NOM. PVB INTERLAYER
II
46 GLASS BRE — GLASS BrTE SAFLE(PVB IIERLAYER BY
EASTMAN CHEMICAL COMPANY
38 1
70 38 70
'1%8"ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENED GLASS
.090 PVB INTERLAYER 090 PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS YJS" ANNEALED OR HEAT STRENGTHENED GLASS
5/16- LAMINATED 7/16' LAMINATED
AIR SPACE AIRSPACE
1/8' ANNEALED OR TEMPERED GLASS 1/8-TEMPERED GLASS
13/16' NOM. 13/16' NOM.
13/16" LAMI IG GLASS W/ 5/16" LAMI 86,87,88 or 92 13/16" LAMI IG GLASS W/7/16" LAMI 89,90 or 91
ALUMINUM
SILICWIE HOT -MELT BUTYL REINFORCEMENT PC1.Y!SC-—DESICCANr FlLLAREA
STRUCNRAL .: __ .. „� UIYLENE b16'NOhI ?ADDUCT IIEVISEO
., ... cn: !y`.�.. ,� SEAL FlaiQe
:}0 I SILICONE
STRUGTURPL 1/4'NOM FOAh1
POLYISOBUIY.ENE WITH
WITH DESICCANT DESICCANT
EXT.GIASS—//I I// TEXT. GLASS
T,
KODISPACE SUPER DURASEAL®
S 4SG TPS TT SPACERe NXT "' SPACER
1m6TEcLEeamo0rowve
N. VENi.R3Ul5 r'
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v
ROLLSTEEL
STAINLESSS STEELL
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XL EDGE"
Tx SPACER
SAP7V I FUII 1. 2 q
# [ No. 58705
' A ': k6 Aa2-
O STA OF
SS,Dfz.,ORION ,R
IMPACT r NAL ,11`
A Llvgk ✓ aC R. P.E.
4000-20 G FL P.E.# M705
°i q.
111 FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION
BASED ON FLANGED WINDOW IP FRAME DIMENSIONS
WINDOW HEIGHT
OTN GLASS TYP 63" 66" 68" 1 70" 1 72'
74"
TABLE 1.
16"
48^
A,B,M
+80.0
40.0
80.0
-80.0
+80.0
-�80D..0O
+80,0
++8800.0
.48I0.0
+80.
--8800.00
i+7B9D,.0D
0
4-7190..0A,B,M
0+800
800+8.0410.0
+80
-�48100...000
+70
0.0
+80.00
-AB.
,
0.0
0
+80.0
80.0+80.0
+80.00
8.8.78.8
+77.3
.77.3
+75.9
.76.9
63
-AB,
+80.0
1.
00
80.062"8
0
78.2-78.2+76.9.76.9+75.4-75A
+74.0
-74.0
UPTo13
5118
C,D,E,F,G,H,AI1,L
+80.0
.800
+80.0
40.0
+80.0
80
+80.0
40.0
+S00
-80.0
+80.0
-80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMEN
GLASS TYPE �,. '38318' 44"
OPTION
HT.
T. X" BASH
"O'
HT. MEETING RAIL
LX SASH
1
ISTOM VIEW& RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION TACLC 3. W
ISED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WLT.
WINDOW HEIGHT MINUS SASH 14SGHT(MAX. WI NDOW HT. W/ SASH =76"FLANGED AND 76"INTEGRAL FIN) .0. MINUS
WIDTH GLASS TYPE 17118" 2211116" 283/16" 33 Y4" 396116" 4413/16" 503/8" 5516/16" SASH
+80.0' 1 S0.0 +80.0 AD.O +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70.D -70.0 +7D.0 -70.0 +70,0 -00.0 HT. HT.
IMEETING RAIL `
SS TIP i TEST REPORTS TABLE 4. L -g(tgtt H
4885
LAM]
K. 13/16" LAM[ IG -1/e" T. AIR SPACE, 7116" LAMI - (3/16"A,.090, 3/16"HS) r IL 0' aow, ""
L. 1311W LAMI IG 118'T. AIRSPACE 7/16-LAMI-(3/16'HS 090 3/16"HS) FTLi649 4650
M 13/16-LAMI IG-118"A AIRSPACE 5/16"LAW -(1/8'A.090 1/B"A) FTL-` ea
/
NOTES:1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN ESSURE OF+61.0 PSF
R AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1' FROM THE FLANGED
TIP -TO -TIP FRAME DIMENSIONS.
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 518' MINIMUM TO 3B' MAXIMUM.
4. GLASS TYPES C, G. H, AND I MAY BE USED IN SASH ONLY
5. REFER TO ANCHOR QUANTITY TABLES 5-8 FOR ADDITIONAL DP Io7orecNNDLoOroarve
°�""
LIMITATIONS. �
N.vENiGE,Rxne
DESIGN PRESSURES
1a+11 NP1U0
ALUM. SINGLE HUNG WINDOW, IMPAC7
JR
06+a6�1]
G
NO CiNNGE5
TNI53NEET.
tear. oanuTHse
e.n
swro-
NTS.
3 •11
4040-20-
FX
9/1N5
AJ.
Yl&07'
* ; No. 58705
A.
:n-MAX .._I W
,j
II 531 -MAX FLANGED WIDTH
52 IM' I.F. WIDTH
69 518' MAX. FIXED C
— — 75"N1AX.
75' MAX. 75' MAX.
SEE DLO I.F.
TABLE Q e D HEIHTSEE OLD BLE O /_ HEI HT SELEDLOI/
HEI HT
��
76'M 76'MAX. LAMAXFLAN ED FLANGED FLANGED
HEI KfHEIGHTHEIGHT
16'SEEDLOTABLE x �/ MP%. SEE DLO �' 8 E SEE
SASH TAB X NO E d TNO E4HEI HT ,
-, 48114'MAX j�,�� ( ,;__ _1 •ert -L II,+98?^
VENT OLD (ALL)' DETAIL B - DETAIL C
DETAIL A( VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH)
B I E-7
6IMAX I HEIGHT.
II I.F... E� HEIGHT
TABLE D j I yTABLE / 76°MAX.
L
76' MAX. I FLANGED
RANGED HEI HT
I JHEI,HT20'
T`3.:lL1 TABLE x ,� _ WHSEE OLD TABLE x _ SASH
T .
L.._ HEIGHT HEIGHT
B
DETAIL D I DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL NEWS.
3. SEE SHEETS 8 THROUGH II FOR ANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT.
1D101ECHNOLOGV OFrvE`
x. vewce,rLxns ELEVATIONS
Nag mleoo
q d. ceaT.ov nurka�mo ALUM. SWGLEH
LKWViI G NO GYANGES MIS SHEET.1 Ry. VTS
4 > 11 1 4040.20
N., 58705
S`TATEOF
�'vs�pNAl ENG`
Ibnun,l�
A. LYNN MILLER, P.E.
F
MAX.
FIXED
LITE
DAYLIGHT
` I T
OUTSIDE
VENT
DAYLIGHT
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27
OPTIONAL BOTTOM LOCKS, (1) F FROM EACH SIDE OF SASH. NOTE: BALANCE PARTS USED
MAX. VENT DAYLIGHT OPENING BASED ON SASH WEIGHT
INSIDE INSIDE 9.10,11,15.16
31
2.710'
7, 8 OR 17
25 l
OUTSIDE
I, yp ___,- I r.] Ir MAX FIXED LTE DAYLIGHT OPENING .. `I
25-
�.H..IaL... 6
s SECTIONA-AoUTSIDE INTEGRAL FIN (I F.1FRAMESECTIONS INSIDE
50
2.946 HIGHlir
I SILL 2. 30 I
LOW
SILL
L
GH SILL 48 - LOW SILL - - HEAD - - JAMB OUTSIDE
53 ..
2.16"
2.330"
(HIGH SILL)
52 (LOW SILL)
SEE NOTE ABOVE
- 5q
12 TLRYALIFT 69
-j
ULTRALIFT
ON
t2 ONLY
2.710"
I.F. FRAME q
II
-OUTSIDE I
FRDDUClREJGkD
.: 6 Nw tin60.ie'�'I1°F4rife
Expha v. D. Ob g )63
n
nn'.a ade�°i9'Yff
64
67
SECTION C-C
RADIUS TOP
(HEAD DETAIL- FLANGED VERSION) E TED I�: LAC`
5 • 11
A. LYNN MILLER,I
FL P.E.# 58705
1
I
f0>OTECHNOLOGY OVENI5
1 N. 1941) ,F100
194114Bp1600
CERTXFAU .N M
REM
DWG# DESCRIPTION
PGT#
60
1635 SCREEN SPLINE-.135 DIA HARD
61635K
61
SCREEN CLOTH
61816
63
505 GLAZING CHANNEL(.688 X.500)
6533402
64
1161 #6 X 1.000 PH. BUGLE TEK
7C6X1
67
GLAZING TAPE, 1/16 X12-7116 LAMI
62BVI510
68
4051A SASH BOTTOM RAIL (HIGH SILL)
64051
69
4050A FLANGE FRANE SILL (HIGH SILL)
04050
70
SILICONE, DOW791,899,995 OR GE 7700
8D
A GLASS.5116LAM. 018-A.090 PVB.1/8"A
81
B. GLASS.5/16" LANB, (118'A.090 PVB,1R"HS)
82
C. GLASS. 5/1E LAM. (WHS,.090 PW.lM'HS)
83
D. GLASS, 7/16'LAM.(3/16'A.090 PVB,3116-A)
84
E. GLASS. 7/16"LAM,(3/16-A.090 PVB,3/16-HS)
85
RGLASS.7/16' LAM.(3/16'HS,.090 PVB.3/16'HS)
85
y
G.GLASS, 13116-LAMi IG:1/8T. AIR SPACE. 5/16'LAM.(1/8'A.090 P Affl'A) -
87
H. GLASS, 13/16" LAMI IG;1/8"T,NR SPADE,5/16'LAMI,(1!8"A.090PVB.lM'HS)
;88'.
LGLASS;`-f3716'LAM11G; 1/8T, AIR SPACE. 5/16- LAMI,(11B"HS,.090 PVB,118-HS) )
89
J. GLASS, 13116" LAM IG; 11B7, NR SPADE, 7/16" LAMI, (3/16"A.09D PVMW16"A)
90
KGLASS, 13716"LAMIIIG{116T. AR SPACE, 7/16"LAM, 3116"A.090PVB,3116'HS-:7t
et
L. GLASS, 13/16" LAMI IG; 1/8'T, AIR SPACE, 7116" LA wi, (3115' 5,.090 PVB,3/16"HS)
92
M. GLASS, 13116"LAND IG;1/e"ANR SPACE,S/i6"LAM(1/8"A.090PVB,1/8"A)
LL
] 3
062
47 FRAME, I.F. HEAD
714071 A. 6063-T6
48 FRAME, LF, LOW SILL
#4072A, 6063•T6
2.908
2.374
F062-NOM-
T"CKNESS 11
71
2.71
0lC NOM
LHNNESS
50 FRAME, I.F. JAMB ,
49 FRAME I.F. HIGH SILL #4074B, 6063-T6
#4073A, 6063-T6 (USED AS RADIUS TOP HEAD)
slam. - - I MTS 1 6 III I 4o40-20 - I G
A. CVNNIMLLM I
FL P.E.# 58705
U
b
�I I.F. FRAME SEALANT ALONG ENTIRE JOINT
ry 1 Of 47 W(C6
i II.F. FRAME
III
F�2.784-1 .062 2.830 2.330roszFLANGE FRAME HEAD I
#4002A, 606 T6 1 I-�2.784—WELD
O FIANGE FRAMESILL ILOW) ALONG
1.749 O4003C, BOfi3-TSCREW
I
1 I
' 062 I'211
�062 �.490
O SASH STOP
O FLANGE FRAME JAMB 7 #4025, W63-TS
#4004,6083-T5
(USED AS RADIUS TOP HEAD)
1.3az '
062
FIXED MEETING RAILI p3 SASH TOP RAIL
21 #4054A fi063HDd6® ' #4006C,6063HS"T6
L1�2784---I
69 FLANGE FRAME SILL (HIGH)
#4050A, 6003T6 I
.10
h-1.513--1 �.738
( r Oat
17 SASH STOP COVER
94053,6063-T5
E 2.326---�
1T
79
E-33
BOSS (21
SEALANT OR GASKET
AT HEAD AND SILL -
VIE-D-D .. • 1 VIEW E-E.
(1/1 8 VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY)
FRAME CORNER CONSTRUCTION — -
- — — 1ro� I— _
II t 16 ,678
I'096 �i I� 11���I�
.osz1.349 1 GLAZING BEAD, 5N6"
41 #4039B, 6063 T5
31 SASH SIDE RAIL
#a008.6013�T5
28 SASH BOTTOM RAIL(LOW)
#40 W, 6063-T5
O50
68 SASH BOTTOM RAIL (HIGH)
#4051A, 6063•T5
9
ceaT.Ovnum.rmas
T
'1.096-}=�- I ,�
O GLAZING BEAD 7/16"
#4222, 6136eNT5
.050_.678
1.115 r
45 GLAZING _BEAD
#985C, 6063�T5
(USED W/ GRILL KIT)
I
678
0so
1,096-T
42 GLAZING BEAD 5/16"
#40a4B, 6061T5
(USED W/ GRILL KIT)
.683 050
��1,097
• 11 1 4040-20
cEHNN41,
Q P ;
Ao�.. TE0'r. (4��
ORION
., . S7E
AC40P(
N4Wh.E...`
e'
r I't_I
ANCHORAGE NOTES:
TABLE 6.
ANCHOR
QUANTITIES
FOR
111 FLANGED
WINDOWS
1. ANCHOR TYPES: 1-114' ELCO ULTRACONS OR #12
OW
HEIGHT
SCREWS INTO METAL
SUBSTRATE:
2- IW ELCO SS I CRETE-FLEX
28SD3
34.6D3
40.603
46.
52.603
58.603
64.603
76.000
ANCHOR TYPE:
3-912 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
m p
U
Z
U
zm
p
U
Z
U
Zm
p
U
Z�Zm
U
p
V
Z�Z�?
U
p
U
Z
NO
U
Zm
�0a
p
V
Z�Zm
U
p
U
Z_Zm
U
Ot�tONO
❑
U
Z�Z
U
O
WINDOW
WIDTH
GLASS !.(LOJ
TYPE
$
N GI'-ONON
U'
U
O"ONONO
U
U
3
U
ONONO
U
U
ONO
U
3
U
U
0
U
OciONO
U
U
U
U
U
FOLLOWIINGDIMENSIONS.
HEAD -18 12' MAX. FROM TOP CORNERS
JAMBS- 1712' MAX. FROM TOP CORNERS
1'.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
_
i
-I --1--
1
H,SJ,KL
12
1'1
1!1
112
1 1
1;2
2; 21�22;222222122t222222222222122222232i23i3
.-�
r
15" MAX. FROM BOTTOM CORNERS
19.125
6 MAX. BELOWMTG RAIL
_I _
1
1
1 _
1
1
1
-^
1
1
1
_�-_I_
1
1
1
1
1
1
1 _.
1
1
--_.
1
._
1
_..
1
__
SILL -ANCHORS NOT REQUIRED
SN
ABM
1121';
11?11,211122121+
212222.22122,222222,2222,22;2222;22.32,23i3
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
C,D,EFG
-
1
1
R
fir_.._
1
1
1
1
1
1
1
1
1
1
1
1
1
1
.,_..,..__
1
1
._-...
1
1
1;2
1�1
1,2
1�2
!
1.2
1j2
2�2
1 2
2i
'2
2;2
22
2 j3
2 2
2 2
2i3
212
23
3'13
2r2
3i3
NOTE 2.
24.000
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
, _-FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
1
.1
ail
1
1
'1'•2
1
1
1
�2
1
2`2
1
2(2
1
2�2'-2:22C2
i
1
1
22
1
2�3
1
2 2
1
2.2
1
�2;3
1
212
1.
2.3
.-1
3`3252
.1-
1
3L3
-12
1.2
224.2
`1
1
7'LESS.
G
1
;1
11i
11
:1
11
%1
;l
L7
111
;.1
11,
2'
1-
2,.
.-
1
2
1
F ,ARE
H,I,JJCL2i212,3
;1Q
2I2
213
P2
213
2:�92k2
[z
Yr3
412
2I3
913
'[ G
3!3
Sy
a 2
3 3
u 4
3 3
414
5.DESiGN PRESSURE LIMITATIONS:.. I
32.000<
7
1
1'
SIZE BLOCKS OF THE ADJACENT TABLE WITH A'
ABM
t _
7
t
1
1
t
-"•"
--""-T-.
—._..
3 3
314
3 2
3 3
.._....
314.313
.. ..
..,._
4141
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
1i2
12
2 2
2'3
12
22
2 13
112
2 3
2IF3
212
213
213
2 2
2, 3
3 3
2(2
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
t
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
�`
C,D,E,F.u,+,2212
i
1
1
1
2
_
_
--
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
H 1-
2!2
_
2i3
_
tj2
2i3
_
2�3
__
2f2
__
2I3
_
2;3
2i3
2i3
314
2i3
3j3
31�33
3!4
3;5
3;3
4�4
SIZE AND GLASS TYPE IS AVAILABLE.
212
37'D00
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
2
2
1
28.
BEE NOTE d, SHEET tt FOR METALSUBSTRATE
pig
2 3
1'2
---
2t3
--
213
—
2 2
2i
--
2;3
-
2!2
2i3
"' -REQUIREMENTS.2;2
,3
213
213
3;4
2;3
3,3
3i
3,4
315
3.3
4!4
PSF
79
C,D,E,F,G,
H,I,J, K,L
2
2
1.2
2,
T,
2;2
2
213,232,213
2
2
213
2
2 2
2
2L3
2
213
2
2�3
2
2j3
2
2t4
2
2 3
2
3i3
2
3i4
2
2I3
2
3 4
2
315
2
3 3
2
3.4
2
45
2
3�3
2
44
2 2
40.000
2
2
2,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
AB,M
2 2
1�2
2 2
2.3
2.2
213
2!3
2 2
213
_2
2 S
213
2�3
2 4
2 3
3 3
3i4
2!3
3j4
3j5
3 3
314
4i5
3i3
414
TABLE KEY:
MAX. PSF
(DP LIMITED) 118
PSF
79
C,D,E,F,G,
H,I,E,F.
2
2 2
2
2j2
2�
2'2
_2
2�3
2
2I2
2
2j3
2
2'3
_2
2 2
2
313
2 2
2i4 2J3
2
3j3
2
3 4
2
2�3
2
313
2
3�4
2
2�3
2
3 4
2 2
315 3 3
2
3'4
2
4;5
2
3!4
2
4j5
HEAD 2
44.000
JANID ABOVE 2 3
2
2
2
2
2
2
2
2
2
2 2
2
2 2 2
2 2 2
2 2 2
2 2 2
2 2
212
2; 3
2 2
2!3,
2-3
212
&3I2i4{_253
3,3
3 4 2 3 313
3;as2 3 3 4
_ _
3 513 9 +'4
4:5 3.4 4;5
—
MTG. RAIL
paDDucT1!SY1sFu
JA+vB BELOW a Fs^';me. Fs.4°r
.,
PSF
79
-
79
u 1e Ecm+
MTG. RNL o4Go.OB�GI
2
2
2_
2
2
2
2
3_
2
2
3
2
2
C,DE,F,G,
H,I,J K,L
2
2 2
2
2 2
2
2 2
2
213
2
212
2
2T3
2
3,4
2
2.3
2
65
2. .
3j4
2
2I3
314
3,4
2 3
3 4
-3 5
3 3
3'4
3.5
3 3
4 5
4 6
3,4
5;5
e'r
48.000
(FULL DP) ny
'a,m,i uaeettiwoc+
'2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
A,g,M
2
2
r_
_
_2
j.
,.
-
-_..
...:.
.._._._
3�4
_..,
3i5
....
313
_.._
314
__
3 5
3i3
4;5
_.-
416
. ,.....
314
._
515
HEAD 2
2 2
2i2
2 2
213
2'2
2!3
3,4
213
313
34
2I3
3'4
3�4
2'3
JAMB ABOVE 213
MTG. RAILLYN ljyyy.�
PSF
M
78
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
JAMB BELOW �ZY��`Vc¢HSE'�ll
H,I,J,K,L
2 2
2i2
2 2
2 3
2;2
2 3
3;4
2 3
3j4
314
2;3
3 4
3 4
3 3'3,4
3;5
3'3
4 4
4 6
3,4
4,5
4 6
3 4
5 6
MTG. RAIL ? ':Fp G
53.125
SEE TABLE 1 FOR _ * ; No. 58705
20- I
FULL .V !�( ;
WINDOWS O srAtE
%cis •.,RoR1DA,: '•�?�:
IMPACT . SJO(Jp
A. LYNNAAI4}CRJ♦�:G.
484o-20 G.. FL PEA 58M5.
Ag,M
2
22222'�223222,33Y4233;43.4010
_ 2
2
_ 2
2
2
2
2
2
___ _
_ 2
2
2
3
2
2
3
2
2
3
2
2
3 2 3
SPACING, 1/1
RI+oaa�43133:43!53'3444'i53134'54'63v44.6
CERT.O7AUlH.
�p,�,rem„
�Of
virs"E
TdEB
ANCHORAGE
_
ALUM. SINGLE
HUNG WINDOW,
y
JR
,�
OS
17
G
NO
CILWGESTHIG
SHEET.
7=
-sRm�
NTS
8 s 11.
A,,,
F.K.
7=%
I J.J.
1
ANCHORAGE NOTES:
1. ANCHOR TYPES:I- vm ELCO ULTRACONS OR#12
ANCHOR
QUANTITIES
FOR
STANDARD
VIEW AND
RADIUS TOP
FLANGED
WINDOWS,-
TABLE 6.
SCREWS INTO METAL
W WDOW
HEIGHT
'ELCOSCRETE-FLEX
3-#1SSUBSTRATE
29.655
37.155
44.655
5155
5855OGO
❑
NpOp
0
NO�ONQO
0
❑
o
NO�ONQONO�ON�p
U
0
o
0
0
�'O
0
U
�O
❑
NQONO`OO`O
o
oJ-21j2
U
UJ-22'1102
0
`ONgUNO�O
U
❑
o
U
❑
U
ANCHOR TYPE.
-.
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
WINDOWGLASS
5
U
U
$
U
U
$
U
U
$
U
U
$
U
UU
U
$
TOP CORNERS
W®TH
TYPE
1
1
HEAD -18 1 J' MAX. FROM
C,D,E,F,G
1
1
1
1
1
1
1
1
1
1
1
1
1 _
1
..,,.,L
1
�_
.
JAMBS-17 MQ MAX. FROM TOP CORNERS
1'1
__
i I
1'1
2'2
_
2:1
2'2
-2 2
2i1
_____..T-_._
2 2
2'2
2 2
2''2
2 2
2 2
212
.2
2,2
312
312
2'2
3.2
15, MAX. FROM BOTTOM CORNERS
19125
1
i1
1
1
i
1
1
1
6- MAX. BELOW MTG. RAIL
1
1
11
212
2i2
2I2
2 2
2,2
2,2
2
2'2
3 2
3-2
2�2
3!2
SILL- ANCHORS NOT REQUIRED
1 1
2!2
211
2I2
212
2i1
2�
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
PSF
78
1
1_
1_.
1
C,D,E.F.G,
_ 1
_ 1
1
1
1
1
1_
1_
1
1
1
1
2 2
1
212
1
212
1.
3,2
1-.
3I2
_ 1._,
2,2
. 1,
312
1
312
212
__
3!2
7,.
3 2
2 2
3I2
NOTE 2.
24.000
H,I,J,K,L
1 1
1�1
1!1
2i2
1�1
-
2'2
2I2
2!2
2 2
2;2
2I2
1'
1•
1
1
1
1
4. TABLE WIDTH AND HEIGHT' DIMENSION ARE FOR
ABM
1
1
1
1
1,
1
1
21.2
1
4i`2
1
212
1
1
212
2 2
2L2
12
�1
3 2
3'2
2 2
312
3�2
212
3 2
32
2 2
32
°� FLANGED WINDOWS INTEGRAL FIN DIMENSIONS
'ARE4'LESS.
2/2
.2t2
5• SIM BLOCKDESIGN S OF THEIAOJACEONT.TABLE WITH A- -
I
PSF
C,O,EFG
66
1-'-;.9
n
1
y
,.1 I
1
't
1
1
2 1{1
1
2.
„1
]
=i;a'1
1
1-_
1
l
L,
1
1.
32.000
H,I,JKL
1 1
1''1
1 1.
212
W,
2 ,
2 3
22
2'2
3!3
2!2
3 3
3i3
3 2
3,3
3i3
2 2
3 3
4�3
3 2
4 3
413
3 2
413
BOLD ITALICIZED VALU E ABOVE THEM, INDICATE
_
_
-
_
1
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
A,B,M
111
i�j
111
212
2'2
2'2
213
_
2'2
2j2
3?3
2�2
313
3?3
32
3'3
3'3
2i2
313
4'3
3�2
4'3
4'3
3'2
4:3
MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE
SIZE AND GLASS TYPE IS AVAILABLE-
PSF
59
67
79
2
1
1
2
1
2
2
1
2
2__
1 _
3,3
_�.-
4;3
.
3r3
-�
3�2
3'3
-
4!3
3:2
-?-
4'3
- --
4.4
3!2
- -
43
B SEE NOTE 4, SHEET I I FOR METAL SUBSTRATE
REQUIREMENTS.
37.000
H,I,J,K,L
1 t
1�1
1 1
2 2
2•.2
2'.2
2'3
2�2
2'3
3t3
2!2
313
313
1.-.`Z-
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2._1.,
2.
-2
i
_2_
_2_
A'B• M
1 1
iii
1 1
2 2
212
2%2
__. _
2.3
_. _
2'2
.
2T3
_ __
3i3
.._.
212
313
3%3
3.3
_2...
4i3
913
312
3'3
413
3i2
4:3
4f4
312
4r3
PSF
54
79
62;
79
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
O,RE,F,G,
H,I,J,KL
2
1
2
1 1
2'
1 1
2
2 2
2
212
2
2�2
2
2!3
2!2
3;3
3�3
2 2
313
413
3 3
4i3
313
3i3
4!3
4!4
313
4!3
4i4
3i3
_2_
5 3
TABLE KEY:
40.00D
t
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2_-
2_.
2-
2
A,B,M
2
t 1
2
1 1
1 1
2 2
2!2
2-2
2.3
22
3i3
3'3
212
313
4:3
3 3
4.3
3%3
3'3
4''3
4 4
3'3
..
4''3
4'4
3r3
513
MAX. PSF
(DP LIMBED) 117
PSF
49
79
56;
78
79
2
2
2
2
2
2
2
2
2
HEAD 3
C,D,E,F,G,
H,I,J,K,L
2
2
2
2
2
22
2
2 2
2
313
2
2 2
2
313
2 2
34 213
2
313
2
.a_
4,4
2
3�3
2
..._
43
_..
4'�4
...
3 3
473
-"
4�4
313
._-...__j
413
44
'.
3;3
_.1 .
5,4
JAMB ABOVE 3 3
1 1
1 1
1 1
44000
2 2
2
2
2
2
2
2
2.
2
2
2
MTG. RP1L
A,B,M
'
2
4
2•
T'i
2,,
111
2
2 2
2
2'2
3
2 2
2
3 3
2
2 2
2
3.3
2 <
3'4 213
2
3 3
2
4;4
2 ,.
3.3
4. 3
4.4
3-3
413
4S4
3.3
41,3
.
4'•4
3"3
5'4
FKOTiucr8Dvls®
JAMB BELOW-amndyv's..iaC�rFbite -' -
MTG. RAIL y row,cn Not •D D-08
PSF
45
74
51
74
79
79
F of Dare %D7J
O,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
4 4
3 3
4,4
4i4
4 3
5 4
4j4
4 3
5 4
FULL DP GMy.
48.000
H,I,J,K,L
1 1
7 1
1 1
2 2
2!2
2 2
3 3
2!2
3'3
3•24
32
32
4 4
3;3
4 4
2
2
3
2
-v.m xlCmun
HEAD 2
A,B,M
2
4 1
2
1 4
2
1 1
2
2 2
2
2 2
2
2 2
2
3 3
2
2.2
2
3 3
2
3,4
2
3,3
2
3i3
3
4 4
2 ..
3.3
2
4 4
_? .
4 4
2
3'3
2
4;4
--
4 4
4i3
5 4
4T4
4 3
I
5;4
_
JAMB ABOVE 2'2
,a
MfG. RNL �.`��DNY L.. N
N ,
JAMB BELOW `vyD�+sF��(�%
PSF
41
67
46
67
76
2
78
3
2
2
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
OD.E,F,G,
2
2
2.
2
2
4
4'4
3'3
4!4
5`5
4!3
5 4
5'S
4'3
5 4
Pit::
ARfG. RAIL
't
53.125
HJAK,L
1 1
t i
1 1
2 2
2'2
2 2
3 3
3
4'4
3'3
4 4
4T4
313
4
*•: No.58705
FOR'A,B,M
2
2
2.,
2
2
2
3
tii3
3
2
3
3
2
3
.. ...
3
2
2
3
2
3
._
3
.-
2 .
3
...
SEE TABLE 2
FULL DP
233
3
-....
44
..2
3 3
_.
4 4
,.
4,4
3 3
4 4
...
'4.4
33
4;4
5.4
1
4.3
5,4
54
4'3
5'4
=p0•'
+omrecB+O'OOr
N.vExDe, F�3W
ANCHORAGE SPACING, STANDARD VIEW
STo
%'�Lc :FtGRID!;,.� •�?�;�
ALUM. SINGLE HUNG WINDOW, IMPACT
CuvT.OFnOTxn
m„
�'SSIONAL ENG`v
A. L�TNry! LE0.,PE
FL P.E.# S8T05
JR
069Mi1
G
NO CFNNGES MS SHEET.
e.-_..
SMro _
v,e
NTS 9 + 11
a+.'++
4040-20 G
f.K
11J8N5
J.J.
Y13•Dl
JBSTRATE:
MHOR TYPE:
y
WINDOW HEIGHT
MNUS SASH
HEIGHT FROM
TABLE B.
9. ANCHOR TYPES: 1- 1W ELCO ULTRACONS OR#12
SCREWS INTO METAL
2-#12114" SCREWELCO S CRETE-FLEX
3-#12SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS:
HEAD-181Y2•MA%.FROM CORNERS
JAMBS - 17 ffi' MAX. FROM TOP CORNERS
111/2 MAX. ABOVE THE MEETING RAIL
6" MAX BELOW MTG. RAIL
IS -MAX. FROM BOTTOM CORNERS
SILL- ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
VIEW WINDOWS FROM TABLES 7. AND 8. USING THE
1 DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
5. TABLE WIDTH ANDHEIGHi DIMENSION ARE FOR
HEMIN. DI 3E MAX.79
C4FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE1
e 1LESS. �
DESIGN PRemSURELIMITATIONS: ..
,h I•44.000
ITALICIZED VALUE ABOVE THEM, INDICATEAMAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILAK,L
7, SEE NOTE 4, SHEET II FOR METAL SUBBTRATE REQS.
TABLE 7. KEY:
6'WX. PSF SEE TABLE 3 FOR
MP LIMTEDI 112 FULL DP
17.125
22.668
28.211
33.754
39.296
44,839
50.382
55.925
O
1'+O
q O"
?i
O
Z�Z1?O"Z
O
O
O
O"
O
IQ
pp
I$
O
O
O
U
�z0
O
U
a
1`TQ
3
O
Z�Z
O
U
O
O"
O
O
1'LO�,•z"21'+O"Z�2m
p
j
O
O
U
O
O
O
O
OF 0
3
O
O
O
O
ONO
a
O,
O"Z
3
O
O.
O
U
�Z1'LO
O
Q
O
1`+ gq
i
O
"Z
O
O
O
�•Z
O
a
O
m0".Z�Z
N O
3
U
O
O
O
O
O
ANDOW
WIDTH'
GLASS
TYPE
19.125
D,E,F,J,
K.L
1
1-
1
1
1
t
2
t
2
1
2
1
2
'1
2
1
2
1
2
1
2
1
2
1
2
1
2
7
2
1
3
1'
2
1
3
t
3
1
2
1
3
7
3
1
3
1
3
24.000
D,E.F.J,
K,L
1
.1
1
1
1
1
1
2
1
2
1
2
2
tft
7
2
1
2
t
3
1
3
1
2
1
3
t
3
1
2-
1
3
1
3
1
3
1
3
7
3
1
3
i
4
32000
DE.FA
K,L
1
1
1
1
1
1
1
2
t
2
1
2
22
3
3
1
3
1
3
1-
3
1
2
1
3
1
4
1
3
t
4
1
4
1
3
1
4
1
5
1
3
1
5
37.000
PSF
79
j
1
7
1
1
2
2.
1
2
2
2
3
1
2
2
3
2 1
3 3
2
4
2
3
1 2
3 3
2
4
1
3
2
""-
4
2
4
1
C
2
6
2
5
1
4
2
5WINDOWSAREN
2
40000
79
':
79
7B
-
2
RF21
•2:
1
'2'
'
2
2
2
2
3
2'.
3
•2`
'2�"2
4
3
¢'
4
2''
f 4
--_
•2
3
2k2,
M
2.�
4
^-B.
-2 2
4 5
Z
B
m2 2
4 8
2
3
9.:
;.71.T6.
19
I
�7F
-78
78
.-__:.J-z79
.�
,,
2
2
2
2
2
2
2
2
7
,2
2
2
4
2
4
2
4
4
2
3
2
5
2
.T
5
2
4
2
5
2 2
5 4
2
6
'2
2
3
3
48.000
9
Ti
79
73
76
2
2
3
2
3
2
3
3
44
.2
.2
4'
2
S
2
4
2
5
3
5
2
4
2.
8
3
6
2
5
2
6
2
53.125
PSF9
64
74
66
77
' 69
D,E,F,J,
K,L
2
3
3
2
3
2
3
3
4
23
4
5
4
5
8
5
6
3
6
2
57
3
3
6
2
5
3
7
2
2
4
i
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
I TABLE S.
I SASH HEIGHT
SUBSTRATE.
12.776
15.776
W776
21.778
24.776
27.776
30.776
31.106
ANCHORTYPE.
o
no
NO$"U
a
z
o
z�+,0
`�Np"��U"p"cai
a
55
o 0
z z1?o
0 o
z�znpo
S
u
rg"3
a
u o
z zao
" u' cOiNO"'�'�ND
0
5
0
z
0
z"o"z
0
5
a
�`8ND
o
z
0
-o"z
3
o
�'HHS"H'8
2z
o
Apo
0
z
0
z
WINDOW
WIDTH
- 19.125
1
1
1
21
- 1 2
2 i
2
2
2 __
2
2
2
2
2
2
2
2
_2
2
2
2
-, 14.000...
- 2
1
1
2,
1- 1
2' •2
" 2
2
2
2
2
c
2
2
z
2
2
2'
3
2
2
32.000 "
2-'
I'l
2
2
2 V 2
1 3 1 2
1 2`
3
1 22-'
3
3
2'
3
3
1 2
1
79
37.000
-2-F 1 2
2,
2 1 2
i 3 1 2 1 3
3 2 3
3 3 3
3 3 3
4 3 3
4 3 4
74
40.000
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
78
44.0DO
2 2 2
2
2
2
3
2 3
3 3 3
4 3 3
4 3 4
5 3 4
5 3 4
72
T9
48.000
2
2 2
2
2
2
3
2 3
4 3 3
4 3 4
4 3 4
5 3 4
5 3 4
73
68
66
72
53A25
2
2 2
21
2
2
3
1 3 3
4 3 4
4 3 4
5 3 4
5 3 5
5 3 5
HEAD 2
JAMBABOVE 2
MTG. RAIL
F( ULL DP)
HEAD 2
JAMBA13OVE 4
MTG. RAIL
PRODUCTIMVIS60
TABLE b: KEY.''
e*mP1Y�wi�h Ji. FbnBo
oe�Iemsww
'
MAX. PSF
AZ i-063D.T)g
(DP LIMITED) 112
Eyin use ,3>ZI
JA BELOW 2
By
MTG. RAIL
Mla Om�mw,R .�
FULLDP
: �"`,• V1cEMsp":�C��
JANB BELOW1 2 1?�•
.,p
MTG. RNL
_ * ; No. S87o5 '.
-
SEE TABLE FULLDP
FULL
(Btl14aLLlm
cFnr.ornolH.m�
°
Fmw
AL UM. SINGLE HUNG WINDOW,IMPACT
''�p1 NA1'lL`llPE.
A.LYNN MlLLtX,P.E.
FL P.E.#58705
.,,
JR
P6•ffi�I7
G
NDCNANGE6TRIS SBEEf.
s.ru
shim
eor
NTS
ewe
10 a 11
ore,.
g0g0.20
rvr
G
o...x.
or
i�rJ,m
1-3/4• MIN. EDGE
(ULTRACON ANCHOR)
2-12' MIN. EDGE
;CRETEFLEX ANCHOR)
3.35 KSI MIN.
CONCRETE �•
-
OPTIONAL Ix
WOOD BUCK
'
(SEE NOTE 3)
�I� C
I 2 I'�
x1
114'
114"
B
EXTERIOR INTERIOR .-
(ALL HEAD AND SILL DETAILS) WOOD ANCHOR
(SEE NOTE 2 8 3
CONCRETEANCHOR 2x WOOD BUCK
'(SEE NOTE 1 8 3) (SEE NOTE 3) 1.
' • ' 1 3/4' MIN. —
SHIM
- . FiCfl F'AIi T J�
1/4- MAX. SHIM I CONCRETE ANCHOR,
ETING
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY
APPROVED 114' ELCO ULTRACONS OR 1/4-SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 314- FOR ULTRACONS INTO CONC., 2-1/2'E.D. FOR
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONC,
MIN. EDGE 2, FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE 012 STEEL SCREWS (GS).
1/4' SS4 CRETE-FLEX FOR DETAILS B 3 0 OR D.131'O x 2-12' COMMON NAILS (F1667 NIL CM
S-07 Z (Bd)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED
ONLY (SEE DETAILS E, F AND G THIS SHEET)
1 31B" 3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS IX ARE BUCKS WHOSE
MIN. TOTAL THICKNESS IS LESS THAN 11/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
�- INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
112' THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
T ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HANNG JURISDICTION.
1 4, FOR ATTACHMENT TO ALUMINUM, THE ALUMINUM SHALL BE A MINIMUM STRENGTH OF
SHIM 6063-T5 AND A MINIMUM OF I/8"THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS,
DETAILB THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33 KSI AND A MINIMUM OF .045'
THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL
r •:�^,'.`s.: 11 SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x
,. S t - _ WUUDBUCKS.THE 'ANCHOR SHALLBE A#12 SHEET METAL SCREWWITH FULL,! iJ
-QO" O" . I ENGAGEMENT INTOTHEMETALI;IF;THESE CRITERIA' ARE MET THE RESPECTIVE CESIGNr F
PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED
5. ANCHORSARE NOT REQUIRED ATITHESILL OF -FLANGED UNITS -T -
6.FLAT HEAL'ANCHORS. WHERE RE(UIRED, MUSTHAVE#12TRIMFIT'HEADS. -'�
7. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE
EDGE FLORIDA BUILDING CODE.
-WOOD ANCHOR,
FH BELOW MEETING
RAIL (SEE NOTE 2)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
v
1'
U I FH BELOW ME
L. (SEE NOTE 2)
.35 KSI MIN. CONCRETE
OR 1.5 K51 MIN. CMU
1xB OPTIONAL WITH SOLID CONCRETE OR
U SUBSTRATE (SEE NOTE 3)
DETAIL C DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
1/4• 518'MIN.EDGE
Mom
2-12' EMBEDMENT '
SHIM
WOOD FRAME _
2-72 EM EDMENT
.1. MIN. x 211ZI -
x NAIL,
A CORNERS
AND S'
AND S'O.C. I 1 I I 5IB'MIN.EOGE
SHIM
DETAIL F. (HEAD)
I
)
x 212' NAIL,
AT CORNERS
ANDS' O.C.
DETAIL E, (JAMB) -
Ng1)owlolo
MRT.0FAUM.=M8
FRAME MAX.
SHIM
x 2 .2' NAIL
AT CORNERS
AND 5- O.C.
FRAME
�—=T--2-12' EMBEDMENT
DETAIL G, (SILL)
arnro 11NTS 1 11 s 11 1 4040-20
m
* : -N�o. .5L8765 C
/�
A
SUITABLE FOR ALL LOCATIONS REQUIRING
NON -IMPACT OR LARGE AND SMALL
MISSILE IMPACT -RESISTANT PRODUCTS
1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN A0017ON TO ANY ANCHORS REQUIRED FORME
FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SRUATI_ON IS UNIOUEAND SHOULD BE
EVALUATED BY AN EXPERIENCED INSTALLER FORTHE BEST INSTALLATION METHOD.OPTIONAL IX OR 2`(WOOD BUCKS IF USED, GIS�TWRSi oN5.5............_,.-..... .�
MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARETO BE DESIGNED BYOiHERS ELEYAiroNS ..................._..........I
FIGURE 1: 1 2) THE TYPE AND NUMBER OFANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCEOF THE MULLED UNITS. MULLIWJS
MULPPLE D°F+VIMi WIUM FGR VERIICKMULL AMAIE6 TO BE
RETAIBEDN&DE HAVE BEEN TESTED AS -FREE-FLOATING' AND DO NOT NEED TO BE DIRECTLYATTACHED TO THE MULLION Min, BUT SHALL
MULLIONS / I SMDETNLS pELTAMNM NOTHAVEAGAPOFMORETHAN114-FROMTHECUP. MD.G.k SINGE
SNSEIGN 3 WEANCFORAGEMETHODSSHOWN HAVESEEN DESIGNED TO RESISTTHEWINDLOADSCORRESPONDINGTOTHEEQUIRED
NOT USED
S^-EDETALS
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BYGGT.
\ /SE£DETNLS
NON2IWIN. SNEETBN 1
F
LErGTX MLRRGNTAL
MALL
LENGRI
SINGLEMULLION
'15EEM FIGUR PoMIMG DETA65
FROMfI0UREIABOVE
CODESISTANDARDS USED:
fS7
A 5UILDNG CODE(RIONA BUILDING CODE(PISONDS2015FORWOODCANSTRUCRON
ESIGN MANUAL ADM-2015
ARE CALCULATEDTI DEFLECT NO AS RE USEDIFOR IW.ME ,1135TROFWOODUSES SC
THIS FACTOR WAS USED FOR ME EVALUATX3N OF WOOD SCREWS.
ICY°"
TA
MUM
I2X.125MUMMUM
I X2X
NCHOREMUWONS
IN THIS ANCHOR EVAWATION.THE 1.6 LOAD DURATION
IN
Z8
f x2x a]e MUM
4) PROPER SEALING OF ENTIRE ASSEMBLY 15 THE REEONSIBIURY OF OTHERS AHD IS BEYOND THE SCOPE OF THESE
lz315x65FAA
INSTRUCTIONS
1X3.125z ACUU
5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FFAESTRATION PRODUCTS DETERMINE PRESSURES
TH'SSHEE AND SHEET2i FOR A1U TPLE UNRS, CONSIDER
i x.185 MULL
lXAx.3T5TLBE
TM
/yYLryORAGEFOR THE CON If10NNULL10N,5EE.FXAMPLESON
ONLYTWQ ADJACENTUNITS A' ATIME WHEN USING THE DESIGN PRESSUREAND ANCHORAGETABLES. THE LOWEST -DESIGN
tzx%s]5
1]SX3.i5AX2&
PRESBURE'OFMULTIPLE MOLLOI43 OR FENESWATON PRODUCTS SNALLAPPLY.
-
1.8X31sx.100
'1]5X3Y5x.6]4
... e'b..a .
NTAJ-6�"E^'FINDING YOUR SIZ- IN THE MUWON TABLES,ALWAYS ROUNDWTO THE NEXTS� HOWNiJN OTABLE($Z I,�
ii4X1f uN1
L 7) ANCHOR EMBEDMENT TO BASE MATERIAI. SHAI.L BE BEYOND WAJLL MESS NIS OR MCGO. WOOD SUGICI BY OTHERS. MUST
SHALL BE COATED OR CORROSION RESIS!
RX6Xl MALL
9o-X3z
BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS
DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT
BAYMl
u•x32613AYM'
AS APPROPRIATE FOR SUBSTRATE MATERIAL
MJWONLCUPI
REACTIONS.
EXMNL61&1
S)REFERENCE: TEST REPORTS:FTL-fiN3: ELM ULTRACONIAGGRE-GATOR NOAS F
LQADINQE ffl
9) MULLIONS AND CLIPS HAVE BEEN DESIGNED 5 TESTED TO COMPLY W TTH THE REONREMENTS OHMS FLONDASUILDNG
ARE ONLY TO BE USED WITH
CODE, AND AREAPPROVED OR IMPACT AND NON -IMPACT APPLIGATOM1S M'JWONS
PGT-APPROVED FENESTRATION PRODUCTS HAWNG CURRENT APPROVALS.
10) MULUONS ARE IN COMPLIANCE FOR WE N THE HVliz
EMBLY IS UNMTS) PROVIDED THAT DOPENING
LI S NOA.E��AND
WIDTHMEGI ITTOOF EACH INDIVIDUALM MULLION CO. PN WITH THE REQUIREMENTS OF
INSTRUCTIONS:
I) DETERMINETHE DESIGN PRESSURE REOUIRWENT ILBSIFT'1 FOR THE OPENING USING THE ASCII-1 STANDARD.
-xoR¢NDIL .-1 2) CHOOSE A MUWON TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATON PRODUCTS FRAME DEP IH.
3) REFER TO SHEET 25 TO DETERMINE IF THE WIND WADING IS'RECTANGULAR-ORTRIANGUTAFUWAPQOIDAL'-
�. .
_ i)F;NU TriECHCSEN MVWQMS'ULLION GPACITY(LBSM1T=t FROM ETABLESNDING F MEWUUGH16AOANNING 61HROUGH 2O RESPECT HOR=TAMY,USNG
THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IFTNE MUILI�NiS SPANNING VERTICALLY OR HOPENIN G OBTAINED
THE
MULLION CAPACITY ILBWFiaI OBTAINED SHALL MEET OR FXG®THE DESIGN PRESSURE REQUIREMENT (LBSIFP) ME OPENING OBTAINED
r r r MW. STEP 1).
& N
51 FROM NT GAME TABLE USED IN STEP Q ABOVE, FIND SUBSTRATE
VALUE E IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED MM MIG VALUE
REPRESENTS THE W NOLOAD TRANSFERRED TO THE SUBSTRATE By ME ANCHORS AND MUST BE MEFTO ATTAIN THE NLLMUWON CAPACfIV.
PEMHG WDM 6)FROMTHE6NCHORCAPACITYR8SITA131-E ONTHE SAME SHEETAND WINGY,URACTUALSUBSTRATE CONDITION(MULTIPLE
\vENnFN NUu
WENINc ANCHORSU&STRATEIANCHOR-CLIP PATTERN MAVAPPLY) SELECT AN ANCHOR CUP PATTERN AND VEWFY THAT THE REQUIRED ANC
HOR
FOPYEAT^l1 CAPACITYISMET.
E USED Mo
WITH THE FINAL
CAPACIITY ILBSIFPI OBTAINED FOR TTHTING E MULLION YSTFOR
EM. THE LOWER OFENESTRATION
F THE TWO SHALLBAPPLY MR ME ENTIRE MULLED RE ESRNiICNMULLION
PRODUCTASSEMBLY.
S) HIGHLIGHT OPTION USED AND TABLE VALUES USED IN A SPECIFIC APPLICATION WHEN USING THIS NOA TO APPLY FOR A PERW..
Expim4an
Z*
A LYI
FL
17-0630.01
N0. 55105
DETAILA:
MULLION TO 2X WOOD BUCK
OR WOOD FRAMING
(OFFSET CLIP SHOWN)
eTNmm I
o
�nHDAao
e OL e
WPrMV EE I I
I
" INSTPLLFL BY � e a
TC$AETIW., � 1
d.
ae °
el
. E%TEROR '4 -�
I
TYP.MLM0.
eER SU&4TMTE,
PSEuvlrs+atea
DETAIL B:
• MULLION ATTACHED TO 1X
- WOOD BUCK AND MASONRY
(STANDARD CLIP SHOWN)
IIAIWCN i
I I�
II
I
$OC
1
L
LOCATIONS e I
I
EWE e
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FOR YASD� :
PE5
j
4
\
E%TERIOR
EDGE
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G
FOR
°
L4tiIX1RY
�
1XE WfS ETtl1PIS
RKQYJ/F1OE0 FQ
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_
—. °
ii t1YOlH"S
•'I LEE NOTEI
'I. LHE�R1 .•
SIDE VIEW
FRONTVIEW
1
INSTALLATION NOTES:
11 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CRESSING ORSTUCOO.
2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVEARE FRPICTORIALREPRESF ATION
ONLY. BECAUSETHE ANCHOR CAPACITY IS BASED PARTLY ON TEANCHORTOANCHOR DISTANCE, THE
FFOOLLOECTOUMMAND LOCATION OF ANCHORS MUST BE WNNGS SHEETS. FOR DETAILS A-O, EOHERTHE STANDARD O OFFFFS�WF MAYBE USED. To �ETABLES ONIHE
3) ANCHOR HFAD'fYPE MAY BE PANHEAD, HE%HEAOOfl FtATHEAO.
d) WOOD BUCKS AREOPTIONAL, SEE DETAIL G, SHEET 3'�
1) FOR MOD ULTRAONRY CON OR ELCO V4,S.S. AGGFEGAT RMAS NRY ANCHORS FOPDE COUNTYAPPROVEO
0
rm,,wcxoa Rx g
PEfl5VB51FATE
SFE LE'c T.IBU'.5161]R ¢�
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ETIE.9TE
a�
sAwnno
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UIPIMY BE
INST°utn Ar
rwsumloo
PRODUCTREVISED
Iq Ne FleXtla
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NGn-Ne. 17-0630.D7
BYOmERs'
TEHTSEE NOTEI.
e. I Auon Dato 05126/2021
PF
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MN27KVCCWRMI ORCW
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O'.
pOT.. 's 14,E
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DETAIL C:
MULLION DIRECTLY ATTACHED TO
—EXfE y/
DETAIL E:
y,_ IUMra MULLION TO MULLION
INTERSECTION NOTE$: a
(ULLIP) 1) MAY BE INSTALI6D IN TEE' OR'CROSWoi-ria
INTERSECTIONS. v iE9 2) MAV BE INSTALLED HORROMALLY8
(SHOWN) INSTAL I HO er
3)$SE UGCUP DRAWINGS. SHEETS 21-23 ii U
TOP VIEW FORCORRESPONDINGMUWON. Z m3
Niwa 6 O
W I I I I I e
l
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VIEW
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EAIB MFM 6HEEI1. -• : -�
YW 2T Y9CpNG lE OT6W MN2TXLCnCPeIEfRCNU
FRONT MEW SIDE VIEW
INSTALLATION NOTES:
I)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALLORESSING ORSTUCCO.
l yONLY.ECAUSETH.ENNCHROCAPACDYSBASED pA'MYONTHEMULLION Sl� SHOWN MOVEARE XNCHORTOANR pjaoR� CHOROISTANCITHE
' CORRECT OUANTRYAND LOCATION OF ANCHORS MUST BE FOLLOWED. PEFERTO THE TABLESON THE
FOLLOWING SHEETS. FOR DETAILS A-0. EITHERTHE ST'NOARD OROFFSETCUPMAY BE USED.
3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD 0REFLATHEAD.
e) WOOD BUCKS ARE OPTIONAL SEE DETAIL C, THIS SHEET.
5) FOR MASONRY APPLICATIONS IN MNMI-CADE COUNTY. USE ONLY MIAMIOAOE COUNTY APPROVED
ELOO ULTRACON OR ELOO 1w SS. AGGREGATOR MASONRY ANCHORS.
I
I
I
MERIOXTERIO
R
i
SFE SNPE1521.t]FM
NME LOUIIpS
E04E
onrAvcE
s Tim:
i:
lane
i
SIDE VIEW
DETAIL D:
MULLION ATTACHED TO
STEELSTUD
(STANDARD CLIP SHOWN)
TYP.M1 OR
3UBSIRATE.
A 9EE TI8fFa 16.nB
`�PFX
NIXE
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NP aTEELGN�TIn1NER1HA4
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cmE.Azlw000BAoxT+AnsTusm
ATTPOI6£VIeYMXFRe.
EXTERIOR. usEwaooAvaGRSPEas
SIDE MEW
NOTES:
1) FOR 3X W00"ACKED STEEL STUOS. WOOD
ANCHOR VALUES MAYBE USED.
2) SEE CORRESPONDING MULLION TABLES.
SHEETS520.FOROUA ITYOFSCREWS.
NDA-Nw .17-0630.01
Eaplmt] nDate05126/2021
* : N.. 58705
1
I
DETAILIF. DETAILG- DETAIL H: e ry g F5
FIELD-MODIFIEO MULLION CLIP ANGLE MULLION CLIP BAY MULLION INSTALLATION W <
(F-CLIP) (ANGLE CLIP) (ANGLE CLIP) @ a tyo
SEEBETPILSgQI E
' eSY, II
0.OR U' +
SSHEET...0S..STPLL — lmyM
TOSV_MSIHeIRATFS N
uuwax N y s U
W
O O O O O O 0 0 O w
O O TOP VIEW K L
_ sxcvmlwrtx�x Nz +nr .: TOP VIEW Z ``^' �'• '/ _ I _ _ • . C� iL I PFFSOBSIMiF.
�SEEIABLL'S I6BORIBS - Z Jg U
-` b(}6RI00. II C iu�-mil 4.t rf 11 + 1 1.. i .'.E EI v O
I1 I VV PNCm. I � EXTERIOR J (A Z
PERMI
NOTES FOR INSTALLATION OPTIONS F.
1) DEIAL IS HOTAPPUCABLE FORTHE EAY OR 1.26' X2U1IX.125 MULLION.
2) SEETABLES 16-1313 FOR ANCHOR QUANTITIES AND SHEEIS 21-23 FOR HOLE LOCATIONS.
3) THEM CUP IS NOT SUITABLE FORTHIS APPLICATION. 1
PRODUCT
as PRODUCT
REVISED
55 TIN0e Floxtln
Builfln9 CoOa
xOAJle. '17.0630.07
w WWD,
STEEL 4wH
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NOTES FOR INSTLL AATION
; LIGENSF'..((F
1)USE2PNGLE CLIPS PERMUWON ENC. CLIPS MUSTBEINSERTEDINSIDEOFMULLION.
Q. •P'
2)0EFNLGSEETABLESIB-140FORMICHORQUMITRIESAND SHEEFS21-MFORHOLE
�P
_; *� N0.58705 -_
LOCATIONS.
V
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at
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LOCATIONS.
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TABLE 1A 1
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151.9 600
1'O.! ]]3
9].2 N9
113.5 339
19.9 aw
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60.0 k8
twd ]19
63.1 {w
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10[A 319
RB 1w
Iw.O 310
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818 N2
826 ]1R
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k.! 312
830 lb
N.e N2
61.3 2N
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FIGURE I:
FIGURE2:
TABLE NOTES:
.; Q
4
-0.
1)SEE SHEZ IFOR NSTRUCTIONSONU9INO THETABLESANDbHEETia FORINFOWJAPORON LOADING.
cue"'
-
® '
; 0
B)SEE SHEET52 FOR GENERAL INSTALLATION METHODS. - -
I
2) LINEAR INTERPOATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE '
FIGURES:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
I
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23.
.
•
Q Q
FIGURES SHOW SUGGESTED, APPROXIMATE HOLE UO TIONS.
ANGLE CLIP MUST BE
USED N PAIRS.
4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI XM SPECIFICATIONS, HOLLOW AND GROUT -FILLED
BE PRESSURE -TREATED
WNGRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C80. WOOD SHALL
OFA�
FlGURE4:
FIGURES
�CWTNEWITH NSG OF DO. ALUMINUM SHALL BE�TS µD BEA U IMUM
.KETEELSNSO BEMIUMGRADE3AN0.0TMCK(1BGAUGE). STRNRSTEELTOBEAT
MAY BE STEEL 188 S5. OR 410 SLREW TFOREADS BEYOND .5
TFIGURES:
•
•
Q r
THEMAT RIAL.p106#12MICHORSINTOWODD
MENT FOR04ULA:
7-CHRHOR C,]W.eNCH0N. TO ANORTNEHE MULLIONSELECTEDCHORUNSFY
9 b' 3..m p €I
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2 H
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(OP )X (ANCHOR CPP.,e„e,�_ANCHOR CAP.d
MULLION CIIP.OBT
USE THIS REQUIRED'
CAPACRPRESURERE R QUIRElEliTF R H AN
�CTUALOPENING,
,MEN ITS LOWER
THE MU
OPENING, WHEN R IS LAWEft THAN THE hNUJON
CAPACITY FROM THE TABLE) OF THE SELECTED
MULLION. IT HCH MALD E USSDUM ANCHOR
CAPACRVWHICHOR BEUSED TOM THEY
ANCHOR GLANCHOR OPTIONS FROM THE
ANCHOR CAPACITYTPBLE
NOTE: FOR THE OFT'SEI IAIY• we Imc ruwc w....,..•. �..• �•'-�•-•-•_.._.....____.
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TABLE NOTFS: • •._ _
-
tFIGURE1:
-'
t) SEESHEEFI FOR INSTRUCHONS-ONfINGTNETABLESAND SHEET25 FOR WFORUATIONONLOADWEL
y 1000'
SEE SHEETS 24 FOR GENERALINSTAWTION MEIHOOS
2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE
FIGURE 3:
3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23.
20
HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESIRMIONS SHOWN ON SHEETS 21-23.
•
•
FIGURES SHOW SUGGESTED. APPR=MATE HOLE LOCATIONS.
ANGLEGUP MUSTBEUSEDN
PAIRS 'I
4)SUBSTRATES:CONCRE SHA,LLd FORMTOACI301SPECIFICATIONS.HOLLOWAND GROUT -FILLED
3T5'
CONORETEBLOCKUNM(CMU)SHALLCONFORMTOASTMGBO.WOODSHALLBEPRESSUR6i-1 TED
FIGURE4:
FIGURE 5: FIGURE 6:
WE OWSOUTHERNPINEWITHA4SGOFO.55.ALUMI4UMSHALL6ES TSANDBEAMWIMUM OF.125'
BE A MINIMUM GRADE 33AND.OW THICK(18 GAUGE), STRUCNRALSTEEI. TO BEAT
I•X2-X.9]5'MJLUON
®•
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THICK STEEL STUDS TO
LEAST.125 THICK AND A38. ALL ANCHORS INTO METAL SHALL EKTEND AT LEAST 3 SCREWTHREAOS BEYOND
THE MATERIAL 4108#12 ANCHORS INTO WOOD MAYBE STEEL, 1"S.S. OP. 410 SS.
PRODUCT REVISED
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Aeemor Ca ad Table Ibs /PNCHORCAP.,m,,.,• r V' IJl +F G' a�
Sumeam 1)x Cnnme a.sa rn>o. Hcnm.'CL1u FlAw RAu FTwtm Meml OP-) )X `MULLION CAP.,,m,�,� emCHO A, K
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AnchOICBPP.nomt I,
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EcOV Mmtetml t- a+a avS ave• Nrz' 1• 2-V! a• >tIP S au- 031• O.rn- ACTUAL PRESSURE REOUIREMEM FOR THE B➢Ilmng Come
Fvb• laA• +y1• z + • 1-vr 1-vr +4M• Imr 1-vr z I +yT- `v°' OPENING,WHENDISLOWERTHANTHEMUWC ROA-Ho. 'IT-0630.01
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N9 mL WA
4AmMD5•mn.O.c IRIaRSA,pq CNp+/Oliaa )mpn rmm3 vAim 1W. INS ma Sb Wa 5mlm WA mom. 1wb AMWIMUMANCHOR
emlea 1 maim m5im +Ixpme CAACITYWHICH REUSED TO UAIIFY
-
2AIDMn®n15'MLLO.C./aJ71p,'mm.1]SAan.lFlp. 11 WA WA WA WA NlA WA WA N/A WF NlA WA WA WA ILO i+5 m1 ADDITIONAL ANCHOR OPTIONS FROM THE RY
t N[Iwr IFC1p PI0Sk lm bf 19S R> 225W IIDua 8]1 M> IY'da IIO+m Rilb a]Olm aellm D}+n aWA73 m Xl we tll lm %O ea ANCHOR GAPACRY TABLE MiamF-0a muea Con rp
S.11.15•m,LO.C/F17'p F464 2bm a1Ab WA WA Wq WA IW Im WA WA W
/I eETHE SAMEANCHCR°, a ANCHOR VALyES AS//TTTHESTANDARD P. /�CIRG' r_ ARE USED WTHEIXMIPLE ON SHEET 24. I
FIGURE I: FI URE2.' TABLE NO 7 �YS -' 1.808 r--
• ® • 1)SEE SHEETI FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION U LOADING
SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS.
2) LINEAR IINTERPOIATICN BETWEEN MULL LENGTHS ANOMR OPENING WIDTHS IS AVOWABLE.
FI 2 1�
3)MULLION AND MULLION LOPS SHOWN PRE NOT TO SCALE FOREXACT DIMENSIONS, SEE SHEETS 21-ML
• • HOLES TO BEDRILLTD IN THE F1EiD F-0LLOWINfi 01M1IEN510NALRESTRICUONS BHO'NN ON BHEEi52:-n
FIGURES SHOW SUGGESTED, APPRO%IMATE HOLE LOCATIONS.
PNGLE CIm MUST BE USED W PAIRS. 4)SUBSTRATES: CONCRETE SHALL CONFORM TO AG 3M SPECIFICATIONS. HOLLOW AND GROUF-FILLED 379
CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-38. WOOD SHAH BE PRESSURE -TREATED
FIGURES: FIGURE& FIGURE& YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 60fi T5 AND BE A MINIMUM OF.1W
. THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND.G45'THICK (18 GAUGE). STBUGTURAL STEEL TO BE AT px2.TVX.37S'MUu0N
LEAST.12T THICK AND AW. ALL ANCHORS INTO METAL SHALL EMEND AT LEAST 3 SCREW THREADS BEYOND
THE MATERIAL. M0 & #12 ANCHORS INTO WOOD MAY BE STEEL. 138 S.S. OR 410 SS.
IS : No. W705
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TOFYIEW I I) HOLESTO DE DRILLED IN THE FIELD FOLLON/ING DIMENSIONAL RESTRICDONS GIVEN ON THIS SHEET.
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�.: No. 58J05 . •. C
MSANGLECDP
603}Ia ALUM. S701VAL S �•
TOPVIEw A. iSM1 MILL�R P.E.
FL P.E.# 58705
EXAMPLE t51NGLEVERTICAI MULLIN ri
THE BUILDINGSUBSTRATE IS KNOWN TOM WOD OYALL FOUR SIDES. THEYANO0VJFRAMC DEPTH IS LU4%W.E OPENINGEWIRES A DESIGN PRESSURE OF.6OV-W.OPSF-
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8
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1)INUM Y ASSUMING THAT A P WIDE MILLION IS SUTABLE,THE MUWON LENGTH IS)Y AND TE OPENING WOM I53Y'+"3+P=65'. REFERENCINGEHEEi25. THEOLUMN USING
HOANQIORBN FEND
RECTANGULAR LOADING MUST BE USED,SCCN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST WE WINDOW FRAME MPTN OF 2-1JPAND WILL MEET OR EXCEED THE REQUIRED
• DESIGN PRESSURE OF'GO.O/S0.0 PST. IF WE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
"I5E
FEHESIPATCN
6EE
DETAI45,
FROM TABLE 3A. SHEET 7, THE 1-X2.76'X.379 MULLION (LENGTH -72'. OPENING W'OTH= 7O1 MEETS THE DEPTH REOU IEO, HOWEVER WE DESIGN PRESSURE IS+1-58.3 PSF AND WOULD
SUITABLE FOR THIS APPLICATION.
a
R
0
pavvUcrs
wawu�
sHEErs
2a
NOT BE
FROM IN PRESSURE OF+AT2]PSF WHICH EXCEEDS THE REQUIREMENTS FORTHE
THIS %CATIO aCAPCITY MUIRED OF HAS A
AP 36LBS.
APPLICATION.
OPINING AND MAY BE USED IN THIS APPLICATION. NOTE WE ANCHOR CAPACITY REQUIRED OF fi36 LBS.
OPENING ANDMSHEE USED I
72.
MILLI
LENGTH
2)USETA4BTOFINOTHEMCHORYE.MCHCROUANRTYACIPTEREOUIREFORMESR BOHHE STANDMDCUPT()
N
ENw
pU
W
4
L
I
ANGLE CLIPS WITH (4)p12 ANCHORS HAVEA CAPACITY OF 885 UBS.THOUGH EITHERONE OULD BE USED TIE STANDARD CUP IS EA9ERTO INSTALL
Z
W
W1
THE PRESSURE Y.F WE OR ACCOROANCEESIAIV
DESIGN PRESSURE. OF TION PRODNINSTALLED
THIS MULLION SYSTEM, THE FENESTRATION
O
�/
SHEETS
5J
NILLIONS
VERALL ASSEMBLYIGN WES
APPYTO THE OVERIFY
.FNAL DESIGNPRESSUREREORES THAUSED WE BOTH THE MULLICNAND THE PRODUCTBE
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INSTALATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION.
L
INWISFXAMPLE,THEOESINPRESSUEREOUIEDWM-/-OO.CPOP. THEOVEMLL MULLION SYSTEM WAS DETERMINED TOM M7 PSFWIIH ANANCHOR CAPACITYOF 63O1-M.ALTERNATIVELY,
W
o
xGIN TNOR9iNwlxvor/sLC•
THE ANCHOR CMACRYADJUSTMENTFORMULACOUI.OHAVE B EENUSEDMD CULAIETNEMCHORCAPACRYEOUIEDFORTHEEXACTDEVGNPRESSUREOPWPSF.
33
W
}�t) .MV'.mPT"-`'I-'`t"-(WPSF)X�-638LQS\=.524.9LB5--(MAYBEUSMT000NCRE JFVCIOSTEELSMOMTMLE431
MM1G IYQIN 7?.7 PSF// _ � .I •^
THE BUILDING SD§5I EIS-HNOWNTb HECi1fON'TAtIJAMBSANU USESAOONCit@fEC`If6b 11P,GYDSLf,` TIEWINPOWMANS D[PT IIV 7HEOPENIryGREQUIRES A!!
DESIGN PRESSURE OF 15O. 0 PSF.
FOR THE VERTICAL MULLION:
1) INITIALLY ASSUMING THAT A P MOE MULLION IS SUITABLE, THE MULLION LENGTH IS 32'+72'+1'=1 O5'AND THE OPENING MOTH IS 36'+W-1-FM REFERENCING SHEET 25,
THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2� AND WILL
MEET OR EXCEED THE REQU7REO DESIGN PRESSURE OF+SD. HMG PSF. IF THE TABLE DOES NOT SHOWME EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE.
FROM TABLE 3A, SHEET 7, THE PX 2A3'X.37S MUWCN(LENGTH -lor.OPENING WIDTH=W7 NEETSTRE DEPTH REQUIRED. HOWEVERTHE DESIGNPESSVRE 13+f45A PSF
F
ul
AND WOULDNOTRESUITABLEFORTHISAPPLIC4TON.
U
Q
FROMTASLE JIYL SHEET 16. THE 2'X4' X 25V MULLION LLENGT4=108', OPENING WIDTH -W-) HAS A DESIGN PRESSURE OF+/E4.I PSF MACH EXCEEDS THE REQUIREMENTS
REQUIRED OF WI USE,
O
k'Of
FORTHE OPENINGAND MAY BE USED IN THIS APPLICATION, NOTEWEANCHOR CAPACITY
@q
BECAUSEIT IS NOW MOM THATWE MULLION MLLADO 2'MWE MOTH OF WE MULLED UNIT,THE ADJUSTED OPENING WIDTH IS 3W.36'+T•74, NOT 7TASPREVICM
ASSUMED.VERIFYTHAT THE DESIGN PRESSURE IS STLLAPPLICMUE FOR WE. ADJUSTEDOPENING.hMRNMSLY.THEWMOWMOTHSMAYBEE000EDMMMWNN
d
pZ
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PRODUCT REVISED
THE 73- DIMENSION (3 IW+35-112N -T31.
s mpll1ln9 wIV, Wp Fl.dB
Building Dotle
2) USE TABLE 128 TO FIND THE ANCHOR TYPE, ANCHOR OUMTRYAND CUP TYPE REQUIRED MR WE ONCRETE SUBSTRATE IN THIS EXAMPLE, ASSUMETHE POURED
NOA-Hp. 17•063O.O1
rI CONCRETE HEADERAND SILLAE VWIDE. IF THE MULLION CLIP WERETO BE CENTERED MTHINWE B',CAE MUST BETAKENTOMANTAINTHE FASTENER'S EDGE DISTANCE
' USING THE STANDARD CLIP MON(6) DIV ULTRACN ANCHORSAT AN EDGE DISTANCEOF 2-12' GIVES MANCHOR CAPACITY OF 1O5O LEE WHICH IS GREATER, AND
Eapi-U—Dal. O512612O21
I THEREFORE SUITABLE. FOR THE EQUIREDANCHOR CAPACTI 971 LBS.
6y
FOR THE HORIZONTAL MULLIONS:
Mlam ePro u[ vnro
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BECAUSE THE VERTICAL MULL MLL BE A 2-X4-X 25O' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND MRTCAL MULLIONS. ALTERNATIVELY. ANOTHER p
MUWON TYPECOUlOCE CHOSEN. .. @
r
• J171HEMULl1ONlENlT SH 6'MDTHECX4'X 25TM WON(@Lv Or O6':HEFERE NGHEI ff.ET25,7HEOWHNUSINGWUMOIDAUM.OPSF ARLOADINGMAYBE� 4c9
EOF+i-0TO.O PSFWHICH EXCEEo9TIE
2^f
LO
EDUIEMENTS FORTHE OPENING AND MAY BE USED IN THIS APPLGATION. NOLETNEMCHORCMAGTYEOUIED OF521 LBS
MQUIRROMTABLEI2ASHEENIGAN MY BE.USE IN
H 2) USE TABLE 123TO FIND THEANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE B' 0
MOE. IF WE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8'. CAE MUST BETAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE ZXE ANGLE CLIPS WITH 21
011111'
(4)S/16" ULTRACON ANCHORS ATM EDGE DISTANCE OF I• GENRES ANANOHOR CAPACITY OF 54O LBS MUCH IS GREAT ER, AND TI THEREFORE SUITABLE, FOR THE REQUIRED w
f4
LYIVIV
ANCHORCAPACRYOF521185.
Go
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QPoRTHEUCLNINTHEHCMZOMALMULLIONTOVERTCALMUWON,USETHESAAIEMq ORC-ACITYOP52IMS.TA8 IMFORTHEULUPWOMTHE ANCHOR
\�`�'N;+ UCENSF ••�CON�
Q'.'
CAPACITY IS 1O74 LBS MIEN USING 3 ANCHORS WHICH IS GREATER,AND THEREFORE SUITABLE. PORTINE EQUIEDANCHORCAPACUYEQUIREMENTOF 521 LI c
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ANCHORTYPEISACIZSTEELS M. i
S * I N0.587O$
FROMMEABOVESTEPS,DURMUWONMSIGNPRESSUREIS:
+/-64.7 FSFFROMTHENERTGALMULUON;
M CMU;
of
tII H-070.OPSF FROM THE 36' HORMONTALMULUON ATTACHING
M
ATTACI WEIAALLLL
p0 A� .i �11/`
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OFTHE MU WONRTIMINTERSECTION�.
THE LOWESTT DESIGN PESSUE SNTAL +/84.7 PSF ANDWOUL➢ APPLYTOMULLION
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G %'rC(OITIOP: `�C�
.AL,
VERIFY THE DESIGN PRE-MURE OF THE FENESTRATION PROUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIN PRESSURE, OF M1fULUONSORFENESTRATION rc
THE FENESTRATION PRODUCT BE INSTALLED IN
O`SA,Ot,N'E,`N �`"
PRODUCTS, MLL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGNPRESSUREREQUIRES THAT WE BOTH THE MULLION AND
ALYNOKALlA PE.
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ACORGANCE WITH WE INSTALLATION SPECIFCAMONS INTO RESPECTIVE SUBSTRATES AND FENESTRATON PRODUCTS TO MULUM V
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LOADING OF VERTICAL MULLION
SILL OF WINDOWS NOT ANCHORED
m.
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LOADING OF HORIZONTAL MULLION
WITH INTERSECTING VERTICAL MULLION
LOADING OF VERTICAL MULLION I LOADING
PANEL OF HINGED DOOR IS NOT CAPTURED ORANCHOREO I WRHINTERSE(
EXAMPLESOFTRAPEZOIDAL/IRIANGUTARLOADING:
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LOADING OF HORIZONTAL MULUON LOADING OF HOWONTAL MULLION
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PW
IG OF (2) HORRONTAL MULLIONS
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PRODUCT REVISED
plying with the Florida
BuilUing
/
Cad.
No" . 17.0630.01
Expiration Data 05126/2021
LOA➢INGOFHORIZONTAL
gY�_
MUWON
Mla oPro uc<Contra
NOTE
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11T)RhWlNGS ARE ...-
•_: .. '. •'el-.
RERESES:
NTATIONS OF TYPICAL
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PW
CONFIGURATIONS -
CONFIGURATIONS NOTSHO
EE%TRPPOLATEO MOM
MAY BE
THOSESHOWN.
2) IF THE LOADING TYPE CANNOT
.``oNy LyNA,
RE DETERMINED, USE
RECTANGUTARLOADNG.
`A
3) SEE PRODUCTS'AFPROVALF00.
*,' No. SBTOS
ACTUALANCHOR LOCATIONS.
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iSY()NAL SNONc
LOADINGOFVERTICAL
LOAOINGOFHORRONTAL
_
k&NNIMILLEF3 P.E.
MULLION
MULLION
FL P.E.# 58705
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