HomeMy WebLinkAboutPRODUCT APPROVAL SUBMITTALPRODUCT APPROVAL, SUBMITTAL
FL500 FRAMING SYSTEM WITH MULTIPLE INFILLS
FOR USE IN HURRICANE ZONES
REQUIRING LARGE MISSILEIMPACT PROTECTION
MERAI. NOTES.
SHEET
TEST STANDARDS
SHE
&H-TAs202
SHEEP
WBM-TAS202
SHE
STATE-TAS202
IMEACI-TAS201
SHE
CYCLIC-TAS2D3
SHEET
OFCIGN PRES4R+F
SHEET
VARIES
REP. SHELLS 2-6 OF 16
SHEET
SHEET
WATER IN011RATION' LS PSF
SHEET
AIR INFILTRATIOM 6.24 PSF
SHEET
SHEET
TYPICAL GLASS WIT IS 9/I6' UNLESS OTHERWISE NOTED.
i/NO MAIUMUM SHIM SPACE O PERIMETER UNLESS OTHERWISE
ALL ALUMINUM EMRUSIONS SHALL BE MADE FROM 6063-76
ALLAY AND TEMPER.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY
WITH FLORIDA SJUSING CODE ADDITION 2004 INCLUDING HIGN
YA?ff HUMICAN ZONES.
,UALS, INCLUDING BUT NOT LIMITED TO STEEL. SCREWS,
' CONE IN CONTACT WITH OTHER DISSIMILAR MATEIMS
SHAD. MEET THE REQUIREMENTS OF 2004 FLOWDA BUILDING
CODE SECTION 2003.0.4
SERIES 381 AND 281 ENTRANCE DOORS FOR FL500 FRAMING
SYSTEM ARE SHOWN ON SFPERATE SUBMISSION. THE LOWER
DESIGN PRESSURE OF WNDOWWALL OR DOOR WILL GOVERN,
ABBREVIATIONS:
D.L.O. - DAY LIGHT OPENING
C.O.C. - CONCEALED OVERHEAD CLOSER
TYP. = TYPICAL
D.O.W. - DOOR OPENING WIDTH
D.O.H, a DOOR OPENING HEIGHT
SAC. - SURFACE APPLIED CLOSER
INDEX TO DRAWINGS
INDEX TO DRAWINGS AND NOTES __
ET TYPICAL ELEVATION LIGHT ALUM. MUWPA ON WITH STEEL -LONG SN
TYPICAL ELEVATION LIGHT ALUM. MULLION WITHOUT STEEL -SHORT SPAN
LT 4_TYPICAL HEAVY ALUM. MULLION WITHOUT STEEL -LONG SPAN
TYPICAL ELLVATIONS FOR DOORFRAMES WITH A TRANSOM - WITH OR WITHOUT A SIDE LIGHT
:_TYPICAL ELEVATIONS FOR DOORFRAMES WITHOUT A TRANSOM - WITH OR WITHOUT A SIDE LIGHT
GLAZING SCHEDULE
-12: FRAMING DETAILS
13: BILL OF MATERIALS FOR FRAMING AND ACCESSORIES
4: PERIMETER FASTENER LOCATIONS - FOR DOORFRAMES - CONCRETE SUOSTRATE _
5: PERIMETER FASTENER LOCATONS_- FOR DOORFRAMES - STEEL SUBSTRATE �-
6: PERIMETER -FASTENER LOCATIONS - FOR DOORFRAMES - WOOD SUBSTRATE
DEFINITIONS: DICOON.
1. SLOE LIGHT - MOD' AARLGLOAD .
2. TRANSOM FRAME - A DOORFRAME WITH A TRANSOM BAR AND GLASS ABOVE THE DOOR
WANNED
BY
St. Lucie County
B
5
dewls A. Waldrop, P,E.
R O. Box Mb
Alto, GA 30510
70&7783786 .
Lewis A. Waldrop, P.E.
FLA.P.LM959,
FL500
iiEAD/SH.L
@ WOOD SUBSTRATE
3/8" x 3-1/2" LONG
LAG BOLTS TYP. 0
WOOD WITH 3" MIN.
EMBEDMENT. LOCATE
FIRST ANCHOR 2".FROM
EDGE OF MULUON AND
ADDITIONAL FASTENERS
02" MIN. SPACING
BETWEEN ANCHORS.
f
SILL/HEAD
Q STEEL SUBSTRATE
3/8" -16 x 1-1/2" HWH
TYPE "F" TCS TYP. OSTEEL.
LOCATE FIRST ANCHOR 2"
FROM EDGE OF MULLION
AND ADDITIONAL FASTENERS
0 2" MIN SPACING
BETWEEN ANCHORS
Ia2 1/2•
_
57 t/2•
MA% D.LO.
2 1/2•—
it
67 D.L O.
11Ax D.LT
60 MAR
MUWD7 TOACING IV,
D.L
MAXMOA.0.
N
to
8
-J
A
\
8
i 9
SEE FASTENERS
y,
8
3
6 A
9
OPP•
SYMBOL DENOTES
STEEL REINF,
AS DETAILED
TYPICAL ELEVATION LIGHT'ALUM. MULLION
WITH STEEL REINFORCEMENT. -LONG SPAN
TYPICAL
2500 P
NOTES: WOOD STRUGIUKL�WOOp Mlrv�[ nrrnrr,
1. GLASS SIZE-0.1-0. + 1-1/8"
2. HORIZONTAL MULLION (DETAIL 3/8 OR 3A/8) IS OPTIONAL IN ANY BAY
3. HEAD (DETAIL 1/8 OR 1A/8) IS OPTIONAL IN ANY BAY.
ffEMSEDMENT.
EAD/SILL
-21/RETE SUBSTRATE
1/2` LONG LOT
NCRETE WITH 2" MIN.
. LOCATE FIRST ANCHOR
DGE OF MUWON AND
FASTENERS 0 6" MIN.
TWEEN ANCHORS.
WALL JAMB
@ CONCRETE SUBSTRATE
eLOCATE (1) EA 3° ABOVE
S AND BELOW MIDPOINT:
3/8" % 2-1/2" LONG LOT
TYP. 0 CONCRETE WITH
2" MIN, EMBEDMENT.
LOCATE (1) EA. 1-1/2"
ABOVE AND BELOW MIDPOINT:
3/8" -16 x 1-1/2" HWH
TYPE "F" TCS TYP. OSTEEL z`
MIN, SPACING BETWEEN ANCHORS
—` LOCATE (1) EA. O MIDPOINT
i AND (2) EA ABOVE AND BELOW
�- MIDPOINT: 3/8" X 3-1/2" LONG
LMIN. AC BOLTS TIP. 0 W000.
2 3" MEMBEDMENT, " MIN
SPACING BETWEEN ANCHORS.
Lawis & Waldrop, P.E.
LA. P.F- 02185E
Lewis A. Waldrop, P.E.
AfBox 620
t GA 30510,
IEET 16 5-T10 To3'184. y�Ef�i7�
0 r 2' a•
SCALE: ISCALE: /2"1'-0"
COUNTY
2 OF 16
D
HEADISH.L .
Q WOOD SUBSTRATE 146 1/2'
3 8" x 3-1/2* LONG LAC �2 1/2'
/ / 2 I/2' 45 0 45 I/2' 46 i/2' 2 1/2' HEAD/SILL
BOLTS TYP. ® WOOD WITH • Max D.Lo. xrx DLO. Max D.L.O.
3" MIN. EMBEDMENT. LOCATE Q STEEL SUBSTRATE
FIRST ANCHOR 2' FROM EDGE n yuU101ING TYP. 3/8" =16 x 1-1/2" NWH
OF MULLION AND ADDITIONAL
FASTENERS 0 2" MIN. w TYPE 'f RST TYP. ®STEEL.
SPACING BETWEEN ANCHORS. - i i LOCATE FIRST ANCHOR 2'
� FROM EDGE OF MULLION.
IA
8
' 3A - i
' g
3
o
Io 4 6
m� m g 9 9
OPP.
6 U U U
SII I L
@ CONCRETEETE SUBSTRATE
STRATE
3/8" x 2-1/2' LONG LOT f�`�J
TYPICAL ® CONCRETE WITH
2' EMBEDMENT. LOCATE a
FIRST CHOMUWON. MM
EDGE O
TYPICAL ELEVATION LIGHT ALUM. MULLION WITHOUT STEEL REINFORCEMENT
LEGEND . , -SHORT SPAN-
�` --- )O�REH FAN HEPZENr5
Lewis A. L9laidrop, P.E.
TYPICAL ATTACHMENT TO CONCRETE/STEEL/WOOD SUBSTRATE
2500 P.S.I. CONCRETE
DESIGN PRESSURE = +65 -65 PSF egwts A. Walx 620 E
1 4" MIN. THICK STEEL P•O. Box620
NOTES: WOOD STRUCTURE: MIN. 2 SYP. SEE SHEET 16 aldr
1. GLASS SIZE=D.LO. + 1-1/8"
2. HORIZONTAL MULLION (DETAIL 3/8 OR 3A/8) IS OPTIONAL IN ANY BAY 0 1. 2' a'
3. HEAD (DETAIL 1/8 OR 1A/8) IS OPTIONAL IN ANY BAY.
0
ao� �
o
�opOCr
a
dw
O w2m
us 1/2-
2 1/2- 45 1/2" 2 1/2' 46. 1/2' 2 1/2- 45 1/2- 2 1/2-
MAX D.LO, MAX D.LO. MA% D.LO,
Q WOOD/SUBSTRATE MUW0j J&AJING TV. BEAD/SELL
a Q STEEL SUBSTRATE
3/8" x 3-1/2" LONG 1A 1
LAG BOLTS TYP. ® •'+ 8 -� 8' 3/8" -16 x 1-1/2" HWH TYPE "F"
WOOD WITH 3' MIN. TCS TYP. ® STEEL. LOCATE FIRST
EMBEDMENT. LOCATE Ll v ANCHOR 2' FROM EDGE OF MULLION.
FIRST ANCHOR 2" FROM' //
EDGE OF MULLION AND m o A D U A B U A B U
- ADDITIONAL FASTENERS I �
®2" MIN. SPACING WALLJAMB
- BETWEEN ANCHORS. 3A '3 @ CONCRETE SUBSTRATE g
8 8
a LOCATE (1) EA. 3- ABOVE
_ AND BELOW MIDPOINT: y
SEE FASTENERS 3/8' X 2-1/2" LONG LOT
9
�® TYP. N. CONCRETE
WITH
e� \ 2" MIN. EMBEDMENT..
OR
LocATE (1) EA. 1-1/2' 3
9 ABOVE AND BELOW MIDPOINT:
OPP. A A A 3/8" -16 x 1-1/2' HWH
B B B TYPE 'F' TCS TYP. ®STEEL 2"
SI]Lt JHEAD MIN. SPACING BETWEEN ANCHORS y
@ CONCRETE SUBSTRATE U U U OR z 5 ,,,
3/8" x 2-1/2" LONG LOT TYPICAL /_'\, �-' m N m
® CONCRETE WITH 2' MIN, 2 _ . LOCATE (1) EA. ® MIDPOINT
EMBEDMENT. LOCATE ANCHOR 2" , I AND (2) EA. ABOVE AND BELOW 4i .1 P_
FROM EDGE OF MULLION, LAG BOLTS TYP. ® WOOD.
�` � ' MIDPOINT: 3/e° X 3-1/2' LONG
6 6
3" MIN. EMBEDMENT, 2" MIN > a
n SPACING BETWEEN ANCHORS. �,a LO
ryj
a a0O
TYPICAL ELEVATION HEAVY ALUM. MULLION WITHOUT STEEL
Lewis A. edsfalvp, P.L.
LEGEND- LONG SPAN - FLA.PL.B21959 o o If -
EACH LINE REPRESENTS - O P'
(E-) IONE FAsm+ae ICA6-ATTACHMENLTA-CANCREIE/STEEL D-SUBSTRA - nPnrlu pP�,
DESIGN PRESSURE _ +60 -60 PSF
2500 P.S.I. CONCRETE Lsv ,s A. UYaldrop, P.
1 4' MIN. THICK STEEL P.O. Box 051
NOTES: WOOD STRUCTURE: MIN. 2 SYP. SEE SHEET 16 �05GA 3784
1. GLASS SIZE=D.LO. + 1-1/8° 70&T7143784
2. HORIZONTAL MULLION (DETAIL 3/8 OR 3A/8) IS OPTIONAL IN ANY BAY
o t' 2' a' DRAWINGS FOR
3. HEAD (DETAIL 1/8 OR to/B) IS OPTIONAL IN ANY BAY. ��� DADECOUNTT FL500 03
SCALE;1/2'-1'-0' PRODUCT APPROVAL 'm 4 OF 16
—,xmmc 140•.
7 ?
w ,n' 00•
u0Y wwax wanv0 wut wwox SP/aH.
v t2'1r
II 01 e e I B6 a T
L
109
i v Drama I
tx / I A camAll d
umm `ox`
im
mrro
stn
A �.� SIDELIGHT
R.H. SHOWNNk � sID' ELIGHT
LH. OPP.
y
,n-
LH. SHOWN
R.H. OPP.
u r. : ,r f r •
Lowts A I.quidrop, P.E.
SPECIAL Il NOTATION ONON: TRANSOM GLASS TYPES
FIA. P.E ii2'1950
OD & ODARE UNITED TO +/-65 PSF
DESIGN PRESSURE = +70 -80 PSF
Louis A. LNaldrop. P.E.
NOTES
P. O. Box 620
Alto, GA 30510 /
1. GLASS SIZE=D.LO. + 1-1/8"
706.7763784
2. SEE SHEETS 14-16 FOR DOORFRAME PERIMETER FASTENER LOCATIONS
3. HORIZONTAL MULLION (DETAIL 3/8 OR 3A/8) IS OPTIONAL IN ANY BAY.
4. SERIES 381 AND 281 DOORS ARE SHOWN ON SEPARATE SUBMISSION
O t'-4' 2'-B" 5'-4-
5. HEAD (DETAIL 1/8 OR Io/8) IS OPTIONAL IN ANY BAY.
%mo �
SCTLea/�B'
5OF 16
z
a
W
2
t
1.9•
991n'
waxw mAm+c ,ex. uww, sekew
Jolla
6D aIn a E
ux wnu9ins9�mu uuc sn9uax s
In• Opl2g�ill �6L0
l IIY II—�1 ^1 —I ,/, ii1
C,"
Q
s
�
E
5'NIOL MI.NF9
�.6 9a4AFD
In.
__�,
SIDELIGHT ix `��p I SIDELIGHT
TYPICAL ELEVATIONS FOR DOORFRAMES WITHOUT A TRANSOM
- WITH OR WITHOUT A SIDE LIGHT-
DESIGN PRESSURE = +70 —80 PSF
NOTES:
1. GLASS SIZE=D.L.O. + 1-1/8"
2. SEE SHEETS 14-16 FOR DOORFRAME PERIMETER FASTENER LOCATIONS
3. HORIZONTAL MULLION (DETAIL 3/8 OR 3A/8) IS OPTIONAL IN ANY BAY.
4. SERIES 381 AND 281 DOORS ARE SHOWN ON SEPARATE SUBMISSION
5. HEAD (DETAIL 1/8 OR 1A/8) IS OPTIONAL IN ANY BAY.
Lewis a Waldrop: P.E.
P. 0. Box 620,
Allo, OA 38519
7067763786
0 1'-4" 2'-8' 5•-4'
toP�l
LawlsA. We.,dmp, P.E.
PI.A.P.E.M959 i
� i��LN. SNONN
FM era.
N
� rn
W
z
O
a
'
w
a
d
ao 0
04
o.
COUNTY
OF 16
0/16' NO1@Yl ��
1 DASS 1HfJ9255
DETAIL
DETAIL
DETAIL
OCTAL
GLAZING SCHEDULE
MARK
GLASS TYPE
NANUFACTIJ I
wxuuu DLO
(MMES)
MA%
S0. FT.
'O
9/16' LAMINATED -1/4' N.S. -A73 VS02 -1/4' 1L3.
SOLUTk
57 1/2 % 96
36,3
A
NAA 03-051435
-
0/16- WIMATED -1/4' HS. -.090 SC`M PVD -1/4' HS
O
NOA M-010502
SOLLRIA
45 1/2 % 96
30.3
9/19' LA WATED -1/4- H.S. -.120 INEKOL -1/4- "S.
.
-
45 1/2 % 84
26.5
Ou
N.OA 03-1IMM
CO RAL INOUSIM
LAIONDFD -1/4' HS. -.075 VS02 -1/4' RS
SOLDM
45 1/2 % 96
3OJ
O9/16
N.OA 03-0514.15
B/18' fAVIM1ED ' HS. -320 UVEKOL -I/4' H.S.
Ou
N.OA OS-1117.03
COWL INDUSRilE9
45 //2 % 90
30.3
D19W GLASS SITE 13 9/18' IAAf39
anmroLtE NwLD
OPTIONS AND LIMITATIONS '
INTERMEDIATE
WALL JAMB
MAX
MULLION
SPACING
OUALIFIM
PRDESIGN ESSURE
ICAL
MULIJON
SPAN
(I4
GAASS
P.S.F.
MULUON
(INCHES)
ES)
(INCHES)
TYPES
+60/-60
FL516/FL505
HEAVY DUTY
FL501
120
48
0 u
MULLION
+65/-65
FL504/FL505
FL501
89
48
0 u
FL504/F1505
+70/-80
W/SR504 STEEL
-F6501
120
- 60
(�
REINFORCOTENT
0 1' 2' 4'
SCALE: 6" - I'-D' -
LDwls. A. UPatdrop, P.E.
P. O. Box 620
Atto, GA 30510
706-TM-V84
Lowly A. U'V6,ciwx I
FAA. RE-IM950
m
O
>a�
appaQQl
G6aj�0
U
Qo0
aka'
c V9
VA WAl""„•""
DADECOUNTY FL500_03
PRODUCTAPPROVAL 7 OF 16
-4. k
e• —
L - HEAD
3 - HORROHTAI_
� 5 5,W-
A
It
F—
rmen
rrat�r�=/��
\■• MI
/M• FYI
IH•MAXOTUINSIRM
'R�ytn
B jA - ALTERNATE HORRONTAI_
SPACE TYPIWAT
PP.RNIEPERUNLM
(DETAIL 3 INVMED)
OTT/ERW6E NOTED
A rl
, MET L aStOR
LowlD A. WafdroR PP—
a q
P. O. BOA 620
0 i' 2' 4'
; a
_
Alto, GA 30510
I.P1t4mmmmmmmnd
•-O°
o
,1 110 ,11E 4Y 6 ON THE
s RDR
706-n0-3764
SCALE: D' ,
04Hu
o a
OG YFAIIGV. SECION OA5 IOlIE55
OMRM,SF Naf®
E
T,PIdJ_OALLJOMT
O WTERSECTWNS,
Lowly lLei' -aroP, P.E.
FLA.P.L#21050
e�(w suU
q
S TYPICALf PERINETER
�o w
a
SFAWI
_
0. TYPICAL INTERIOR
J��¢y.1/r�^`" Y
232
rw mr my
IYPIGL O FAtd1 FND
10 OP OT,ERR. HORR.
°'0i�1°
1 0 OOO
S FOR
om�u Iry um vmxr m_ ��p
`"4°""e "� D6"11D 1"P O
TYPCAL 0 ALL
�z "�
DBE p0
FL500_03
PRODUCT APPROVAL
8 GE 16
IAwE ao1H
cau[ 4vumo
D> 1[ rmx
pMYE ORIIII]
/�---� is"wEvim FROM niE Ezit�at
UNLESS OTHERMSE NOTED
I I
I 1
as I
1 —�—Owu 0
1 s/s4° (/7 DwLL) HOLE
FOR 1/4° STS FASTENER I -
FROM EACH END OF MUWON
\`----_y/ AND ATTACH STEEL
STER ATTACHMENT
Lowls A. Waldrop, P°E°
P.O. Box 620
Alto, GA 30310
ExIE@!pE
4w 2 Tn
mr¢ mm
flWS OPDM4-
Lowls A. Waldrop, P°E
IFM PE 02105>d J
0 1` 2` 4`
SCALE'�"
.K1n.rr,�
9OF 16
1
9 — TRANSOM ODORJpMB m SIDE LONE
I�
mm
. l i
7�= c
—�
1 IR.—"�� UL..
RiUE RDTI
1rt/,K �EEllliHi
10 — ODOR JAMB FOR IOCK ® WALI
Lewis A. Waldrop, P.E.
P. O. Box 620 Lewls A. Waldrop„
ARD. GA 395/9 FLA. RL M959
706.77SX84
.afll-
MF)Rm
17 — DIKIRJAMB W SJUE ITAM0 1• 2• 4•
I.lLmmwm%====mml
SCALE:6' - 1'-0*
ti/alvy
w
rD
gp.1N
yy/JJ
�
yyy{FJJJ�I
Aao
Daa
02
qo�
C6
Z
4.91C
- W'. iN>tE aipt
o.ex � i/r�pLo.-
1�.
T-
N iIUY OVFN''VG
RML 16;m
Qe.
Il/lY
yy
qn
i.
r s°
�T— -------- m —_—�
fn
0.
p oxg -- -- -- + ;--.`
d r4 -
0 N
A
PRODUCE APPROVAL DRAWINGS
vl E D gg $ FL500 WINDOW WALL SYSTEMJyyhp/-
w o e9 PROTOCOLS: PA201/202/203 _
O1 Iw •• Mllt
FRAMING DETAILS Io,oware oo.a,Nrxcm.ia,m - - -
77
�m
fPND: OOOE- --
0.0H 21/2'
1/C
hP
T-
a
�{Il/Ifi pDM Imilf _
�.� �= - ��o�svw v0vvsvvvvvs
-�� �ve vvvem � mmmmvm ov
t
k Y m
� mu2 oDwaD
_ un�. It+wc tv�r
nox 2 t/Y
�0> y o
y N (\ll
�S
PRODUCT
PRO AL DRAWINGS
FL500 WINDOW WALL SYST13M
PROTOCOLS:PA201/20X03 —�
NdtrcCanl FlodaDts
m w 6 FRA[vIIP70 DETAII.S a�eneelnaru.rvxwm+aassm p,R — e�
10
No
SEI,
k
•E¢
2500
C
z
Epppp
X Fd
�tWI
5 y
aay
,
Aa
>a
as
.
Lzwls A. Waldrop. RL
P. O. Box 620`��
'. Alto, GA 30510
706-Tf8W"
Lewls A. Waldrop, PS
FM BE0219N
_ _ ,. A�� Ar . •
_
oo[ 1/e/xwo
w mr mr
DRAWINGS FOR
DADR COUNTY
PRODUCT APPROVAL
FL500 03
_
�13 OF 16
BILL OF MATERIALS
EEfAf Na
PM
DENDR]Pnmu
DfeffzblOES NAlER1AL
MANUFACNRF]t
DIES
1
OR LTA]WG G9XFI
1R0 SPALE
]taFS
6L9(ET fOA I
.RW SPA2
AFES
1/'
NIET0011 SPARK OA9XET
.RW SALE
ARES
{
I15001
p111T SEAWR TIPS
.J00 N 0.126 X VAG4S
NEE-NOpflEWDN
95
- PEAIYETin
SPAIx: E
COPok
O PF1tWErEA
95
kICONE - f.1A4 ro NEfAI
SPACE NOOAIE
09RW.W
TO xLTAI AND 1MIEANLL
OII
we eroc% o TIUNSOY SA91
.nJ z I.zW x {.opo
A41E5
I>Qt 11tE
913
Ykf BLaK o 5tl1 ! fp%eZONUL
.JIJ % I.T30 X /.WO
ES
PFA Il1E
0
NO ALOd(O INJEINED NOflRONIAL
bW X a5/0 X {.OW
PfllES
PEA YIE
+0
100.t
z 0.591 % O.OW x YOIDED PIASflC
WO
FACN ENO OF VAFRY. NOflQONIAL
it
Ol
f Ofl WP1L ,W1
.SW X S.000 % 0.091 000]-T8 AWNWUM
0 Po ,
IR
Ox
LL OR NFAO
300 % /.ee0 % 0.094 eJ-m AWYWUM
W I
n
sroP
.zW z uxf x a m - xe AIAININUN
OuslwEs. 1xc.
11
!
OOOIaaYY
SW % SA00 X 0.09{ -Te AWYWOY
Np19IAlE9, Wa
5
05
PEN BAOI( YOILON i1LLnt
.Wi % 4.610 % O.OBO -m AWYpIW
p]4
IO
00
MExMEW,n NOflIZOM
.SeO X LOW % O.W/ AUJYINIIY
i)
]
R 16ADEfl ON S100)CE MplMEO CIDSEII
2000 % J.000 X 0.12e W-T6 AWNkX1M
IN p5, a
18
IJ
UT iillOt AT OOpOJAMe
.691 % 4.em % 0.0e0 NUY
N
IVILI 1d01x w D9oAlaJ AT fuu
9
IB
W VFRfp%,L YIIIIION
X i000 X
I'
PERIMETER FASTENER LOCATIONS
TYPICAL INSTALLATION INTO:
CONCRETE SUBSTRATE MIN. 2,500 P.S.I.
]21
'T 1{6' 1/�
6=
6=
I
I
/ \
1
1
OVE
�1�110-ABM
W <
\ _ I /
\ I /
wm\ t
oD1D1rs
oEra mfOR�T
N.
n
4'(TmJ 3'(TYP}-I
N
`.
Be
D.O.W.S.
eemL o.
Mm
MAx
`PERIMETER FASTENER LOCATIONS
DOOR
OPENIN
ANCHOR LOCATIONS FOR 'LETTER' DIY.
HEIGHT
p'
'9'
C.
'0'
I 'E'
I r
Be
45'
S1'
76'
B2'
99-
_ w
96'
45
1 51'
1 06'
94
100'
1 106'
121
/ I \
I
/ I \
svueol oomRs
S1ET1 RDxtEONRCFYEM
t
c
. I
%
\w
% I "•\\
I
I
\ I
m
I
N 4fr 4'
64- 60' BeWX D.O.W. MAX MA)L 0.
Nc
®
h1 2 LDT, 2 MN.
EOMFNT TILLER PLATE FULL
/6' X 2-1/2' LOT, 2' MIN.
1%
EDMENT,
*
1 4',"2-lZPFH TAPGGN. 1-7/4•
6' MIN. SPACING O J/ab TAFCON
J' MIN. SPACING O 1/4.0 TAPOON
MA%IMUM DESIGN PRESSURE
+70/-60 PS
Ic
Ii
NOTES:
STRUCTURAL FASTENERS Y
NOT REQUIRED AT THRESHOLD.
LEGPND p g
i Ali I�}fX21 UNE PFPF6Qi1S p @
_ I �DHE iA51FNER
fig
Lewf6 & waldwp• P.8 qz • y
PIAP.EIV27859
O
0 of vv�
ij o w
CCF Q
a QD
25P4
ao 0
a cr
3
A
PERIIVIETER FASTENER LOCATIONSTYP. INSTALLATION INTO:
TYPICAL INSTALLATION INTO: ■ 7PLATEEcrxof1/4" MIN. THICK STEEL SUBSTRATE ® /CHN91 TYPE F Tcs
* 1/,PFH /3 TEA
CMO
/2. / • —121 1/2- —{21 1/2'1� ' +�� PMCN PRESSURE
I7 II
SF
io
\• / d
/// I \\\ ■ ■ / / 1-
A STRUCTURAL FASTENERS �T X
NOT REQUIRED AT THRESHOLD. y
EACH 3- AWVE
!DiEND 99C
• \\ I / L
i -� ` I `IEaCN DNf fRPflE�iR 8G
I BONE FAS1Qff9 t
m \ I \\ $�
\ g.
L \ } / Levi A UJa1droP,PE.
\ FL11. P.E A2185fl a �
L.w. 1 wa`A.o.w. L c�7 z
2'
'^ 2 1/2J 1._1-2• 2"+'.- z O
q
/ I \ I A
svuOpL OENOT6 i
flDNF01tCFMENT d
I I Ah
FF�
Za P.
\ I w \ - / \ PM
15
p E o iw mr i�
M4aP• n
g2• I L
42 � 1 DRAWINGS FOR
N Be so'_il 8a• 42' DARE COUNTY FL500 03
NIA)(. D.O.W. DAX NAY. D.D.W. MAX. D.O.W. PRODUCT APPROVAL —is OF 16
.
21 , r —121
, 2
2.
/ \
I
I
i I ■
\ I /
&'18F10w uw-POINF
\\ I �
SfFFI. I✓E850�RNGNi
(eyw\ ,
} NYA�
As DfD+uD
I
.m
N
4. Y
2' 3.
•�•
z•
3'
84'
Y' 60'
NAX. D.O.W.
NN(
PERIMETER FASTENER LOCATIONS
DOOR
OPENING
HEICHI'
, ANCHDR Incurora FOR •1>=rtEa' otu.
p•
'Q'
'C'
b'
'E'
'F
84'
45'
61'
78'
82•
89•
9S'
96'
IS'
S1'
68'
94'
100'
106•
PERIMETER FASTENER LOCATIONS
DOOR
OPENING
�
ANCHOR LOGVIONS FOR 'lETIER' DIY.
HEIGHT
-K
•B•
•C.
•F-
'C•
•H•
'd-
84•
/S-
48•
5,'
78•
60•
82•
B9•
BI-
93'
98•
4S•
48-
5/'
90-
B2-
94•
100•
102- '
104•
PERIMETER FASTENER LOCATIONSINSTALLATION
TYPICAL INSTALLATION INTO: ® /B• LAG 3 . EMBEDMMEENT
MIN. #2 SYP WOOD SUBSTRATE - TMCKNESS. ® d�u;n1�2' AG eou. s uIH.
DETERMINED BY MIN. EMBEDMENT REQ1D * 14 X 2-1/2• WOOD SCREW
EDGE DISTANCE 1 1 2, MIN. SPACING R 2,
N ]Z1 1/2.1- ]21 1/YI-2.�) 2. �2, I/2•� ]21 1,2•� WGOD BIIIUCNRE IS WN. 2 S1P
„ I-7JIIr(flf_r2•(M) 2y
MAXIMUM DESIGN PRESSURE
.r +70/-80 PSF
(5) S)G y
I ■ ■ la
■ �/ I \\ ELco E ■ I \\ ■ ■ // ■ ID
SRR Pk110DRCF1F11f
NOTES:
o % I `\ // STRUCTURAL FASTENERS
I NOM--�1® d / I \ / NOT REQUIRED AT THRESHOLD. Y
(1)) AT M2A90VE _
ry P ' ' ■ \ I / I (2) FACH ABOV' A ■
DEIOW MO -PONE O 2 \ I / ■ ■ \ ■
P� a \\\ � // FA5IENAWtC FE11YFff11 %e \\ i \\ ` • 7 FNJI UNE ,iEJ41E5fli15 9
L (eYw• \ f /(4)Fa I � ` ` / `\ FLR• P.E #afdm ' P.E.
2' 2•(1YP) 2• Ior 84" '0y�� 1:z
MAX. D.O.W. MA% 1^
MAX. D.QW. MA1L O.QW. U
�r -rpp1'� 2 --i� 2 1/2- 2 I/2• 1
/ i ■ ; i`� ■ ■ ; ■ oa0
a
�,� / I ♦ I As oLTAzm
(B2E)LOWWMMi �T 0 z
\ I / FASIENER c BETWEEN I \ I % `\ m x a a5
LL a I�
,- l I I I �• 1` iw ror mr
„� 2•(TYPrI 2•(lYP): n
a 2• 1-2•(iyp> � 2• 1 I— DADEC G IM FL500 03
eD. eAX MAx O.O.W.—"'ll MAX. D.O.W. P DUCT AP Rp OVAL `16 OF 16
MAX. 0.0.W. Ma1r
PRODUCT. APPROVAL FOR
FL500 DRY GLAZE SYSTEM
GENERAL NOTES:
TEST STANDARDS
TAS201. TAS202. TAS203
WATER INFILTRATION 13 PSF
AIR INFILTRATION 6.27 PSF
TYPICAL GLASS B(TE 9/16- UNLESS OTHERWISE NOTED
1/4- MINIMUM SHIM SPACE 0 PERIMETER UNLESS OTHERWISE NOTED
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH
FLORIDA BUILDING CODE 2014 EDITION FOR HVHZ
SERIES 281 & 381 DOORS SHOWN ON DRAWINGS ARE UNDER
SEPARATE APPROVAL NUMBER PREVAILING PRESSURE OF DOOR WILL
PREVAIL WHEN USED IN THIS SYSTEM
DRY GLAZE SYSTEM MUST DE USED WITH DUPONT SENTRY GLASO
.090 INTFRLAYER THICKNESS.
ABBREVIATIONS:
DA . - DIAMETER
D.L.O. - DAY LIGHT OPENING
EXT.
= EXTERIOR
ELEVS. - ELEVATIONS
INT.
INTERIOR
MAX.
MAXIMUM
MIN.
= MINIMUM
O.C.
= ON CENTER
OPP.
= OPPOSITE
TYP.
= TYPICAL
INDEX TO DRAWINGS
1
INDEX TO DRAWINGS AND NOTES
2
DOOR FRAMING ELEVATION WITH HEAVY MULLION
3
DOOR FRAMING ELEVATION WITH STANDARD MULLION
4
FRAMING DETAILS
5
FRAMING DETAILS
6
FRAMING DETAILS
7
BILL OF MATERIALS
B
DIE DRAWINGS
9
CONCRETE SUBSTRATE ANCHOR LOCATIONS
10
STEEL SUSSIWITE ANCHOR LOCATIONS
11
STEEL STUD SUBSTRATE ANCHOR LOCATIONS
12
WOOD SUBSTRATE ANCHOR LOCATIONS
O✓.l. Y6HYYW RS'I�4'�I.m IDIDLLYG pSKM ML EKE:
s m 4 mo..aq.0t
7336 W. Cno Straol ter°
7BE-4432
pa. FlmMa MOOS 813461.9244
au-ar-nun a.. c m : En
.�
_ 197'
LUFNITE FRAME WIDTH
2 1/2'
IL
70' 57 1/2- 57 1/2-
D.LO. D.L DLO.
°
=
72" 60' MAX.
A
-- D.O.W. uuwuv vrma m.
2 1/2 1 IA 2 1/2-
1 4 4
�_qj
If12
5
l@
A �O
I
u
S
o i
614
0
/ I
\
I' OC661F5
flEMiLFCENFM.
-
\
lit
/ -
L__ '\ I
�
/' _!
I
0 3n
I D 4 4
0
1
NOTES.
DESIGN PRESSURE _ +45/-45 PSF
NS281 AND MS381 UNDER SEPARATE
APPROVAL. DRY GLAZE SYSTEMS ARE
APPROVED WITH DUPONT SENTRY
GLASS INTERLAYERS ONLY.
SQ
- ELEVATION Ei
TYPICAL;HEAVY'WALL MULLION .
GLAZING SCHEDULE
GLASS MARK
GLASS TYPE
MIWUFACRIRER
MAXIMUM
MAXIMUM
SYMBOL
D.L.O. SIZE
SQUARE FEET
.25 TEMPERED X .090
SENiRY GLASS
57 1/2" 96"
O
X .25 TEMPERED
DUPONTO
X
36.3
9/16' OVERALL
"-2 1/2'
1
01
0 Ir_4' 2r-B" 5'-4•
fr..t=.mwi
SCALE: 318'=1'-O-
— tabiu qm=g �mmur4 n,.
s. W.0 .. e
1338 C66 sko6l
Tfimpq Flarida aa808 813-251-9244
[7FFL500
liE-4432 avmr. a.umr..m xam
I
INFRldE FRAME MOTU
2 1/2'
70' 5] I/2' E 57 1/2'
D.LO. D.LO. -- D.LO.
'
O.O.W. I vuwox vvao m. I
—
2 1/2' I I IA I 2 1/2'
\0
J
b�
12
6
] O
5
I I6 /O
; /O
I 9
ox o 16
�
I \\
I REw �HINf
I
NOTES:
DESIGN PRESSURE = +70/-70 PSF
NS281 AND M5381 UNDER SEPARATE
APPROVAL DRY GLAZE SYSTEMS ARE
APPROVED WITH DUPONT SENTRY
GLASv INTERLAYERS ONLY
s
ELEVATION E2
TYPICAL STANDARD MULLION
0 1'-4' 2'-8' 5'-4-
Lr'l9®J
SCALE: 3/8"=1'—O"
GLAZING SCHEDULE
GLASS BMARK
GLASS TYPE
MANUFACTURER
DM XIMUM
UM
SOWRE FEET
.25 TEMPERED X .G90
OSENT
TEMPBBGV4 ED
DUPONf®
57 1/2' x 96'
38.3
9/16 OVERALL
—2 1/2'
v
t3N"'C"d66"9troot
Tampa, Fl.1mltlp 33808 813-281-92Ab � o
.. an-no-uw pn cwt .mro..m�q-Rrotw F
CWl Rwk rc Nmwd.y-[�glbo 1'1.500
dF.-6432 1. ...�
tA.Vtc DVAHND
JA'
tNY fAAYC MflOM
D.LM
—
Ip•
10
FaWE 0•E1Yv1D
X90M-
01/1' 0.w.—
a
isuYE O�FAVY
u1Y, iRWE MAM
D.w. —ice 1 Vr
W
iAvtE OPE
WL if14Yf Y.EMNf
— OLD. —1— 1 1/r
Ir
"I PRODUCT. APPROVAL FOR
FL500 DRY GLAZE SYSTEM
FRAMING DETAILS
• • AtthitttlunlPmdutlt
fRWE OPElaH0
VAl. f E
_ 010. 1'A
9/19' I/•' WM
iM 3/4' Yu
A � - °lld9 94Y
n
N
JttG.��rT� t�o
g
FAWE VARY
—1LUL i1WUE 11O0M
—DLA
11/J'
OT19
J/{ YAt
11.
(M.A Kw
wrzma 9oa¢J
BROADWAY MCINEER/NI; PA
a2a, xmu+x2>, .awmuBu uro wmroc o®cx
1935 W. Case3806 Sl81
iemyq f-= 39800 813-251-8244
re. eu-z'I-amo e... T.�ea mreouwa.,r-5n.r�
rme cm x aoom r-aaY.a
H5-4432 r.crza. a wwo,w. xa aa9
m wmni
r Uprlaxc
VERTICAL W/ STL. REINF.
I I
I �
�I
I I
II
I I
I I EXTERIOR
II —am 2yr
`I lMNE NmM
(iW6 UffWNG
"' %n 1 WALL JAMB
art,`-7Zf5 ca r' I¢
«uns 9 DETAIL
5 ff1lE Ia
rnruc mldm
mwE orfwixc
16 VERTICAL
6 SfJIL 13
I'
Du w V�
W SDmma,r/
a wz Wb2)
I I t
tt1>•.
%IJ
EKO
DOYI >9D
/�.
spp
L'21naa—
--� fRWE MDM
ip/16 OPBYHO
(x DETAIL
B SGVL 1:[
1/4-
1V.L
SHY
SPMr
POwE MDIN — -
-P0.WE OPPaOL
DQY
- 010; E-TDSSO :9{
D
— 2 1/2' --1-- DLO----
,IW4 MDIN
11(RYC 0H m -
'BROADWAYINGNMING PA
avD, �mmMua s,xnc2OP2e axD nvams Wane
Sn W.0.aBs stfoot
199H W. 3006 H(POO(
Tempo, FIo11de 99BOB 873-2H1-9244
>o, eu-gal-aam ae. DmY MDpm1y-rpcmr
aen D 4 rceromwa
BB-4432 ft. m�. On
i
BILL OF MATERIALS
MNM
PM
➢ESCREMON
➢NiPNSIONS
MATERIAL
MANUFACIIIICCR
NOTES
1
NGl
E%IERIOR GLAZING CASKET
0.120 SPACE
CPD.V
VARIES
NITER ASTM ®
2
NG75
INTERIOR GLAZING GASKET
0.120 SPACE
EPOM
VARIES
I¢R ASN fA44
3
SU5601
JOINT SEALANT TAPE
0.500 X Q125 X VARIES
BfIIYL.
SCHNEE-MORENFAD
4
795
SM=NE- PFNIIIETER SEALANT
FILL SPACE
SUCONE
DOW CORNING
USED AT PERIMETER
5
995
SBICONE- GLASS TO METAL
FTLL SPACE
S6ICONE
DOW CORNING
CUSS TO METAL AND NIENNAL
6
S81J
SEITWG BLOCK O Sal & HORROMAL
0.800 X 0.888 X 4.000
EPOM
VARIES
7
ASIS
FASTNER
019 X 1-1 4' 11P
STEEL,
VAR}g
6
W0200-1
WATER ONVUER
IM3 X 0.940 X 0.050
W83-T6 N.UMIMM
COWL INDUSTRIES. M.
pT EACH END OF NIEM. HOWL
9
F1501
HEAD OR WALL.MO
2W0 X 5.0DO X O.OD4
6083-16 AUIN3AR9
CORAL NWSIR05, INC.
10
F1502
SILL OR HEAD
2.500 X 4AD60 X 0.094
600-76 M.UNNUM
.O INOUSTR9SA INC.
11
FT501
GLASS STOP
1.250 X 2.021 X 0.078
MB3-T6. ALUIMNUM
CORAL NOUSRNES. NC.
12
F1504
STO. VERTICAL MUWON
2500 X 5.W0 X 0.094
BOe3-ye A "Um
COWL N STRIES, INC.
1J
F1505
OPEN LUCK LOHHON TILLER1
0.581 X 4.670 X 0.080
6063-TB ALUMINUM
CORAL INDUSTRIES. OKL
14
F1:06
94TERMEOMTE HORIZONTAL
2509 X 4.WO X 0.094
608T-Te ALUL11tM1
CORAL ONtMN WC,
15
FISIS
TUT FI AT DOOR JIJTIS
Masi X cm x 0.080
600.T-T6 AWNUNN
CORAL N005TRE5. INC.
RUNS I1RL LENGTH OF DOOR AMMO AT WALL
is
B516
HEAW VEMMAL MNINTN
2.500 X 5000 X 0.213
6063-TS AUDIMM
CORM. NWS I=. WC.
17
F1517
TRANSOM SASH
1.900 X LOOM X OM02 -
6003-TB MUNWUN
COWL INOUSIW6, WC.
16
FL518
TRANSOM CLASS STOP
0.767 X 0.672 X 0A62
W63-T6 AWMNIM
66RAL INDl6R6F5, I C.
19
F1510
w65111 FIASHNO
2.620 X 5.402 X 0.084
We3-T0.ILLIWNUM
CORAL INDUSTRIES, NC.
20
C5500-1
SETTING CNMR
1.156 X 0.8H X 0.07B
6063-76 Almaly l
CORAL INDUSTRIES. INC.
21
ED519-1
591 FlASHNG END
I L500 X 1.000 X 0.062
6063-IB ALUMINUMI
CORM. INMMM, INC.
22
SRSO4
STEEL REINFORCEMENT
1 4.562 X 1250 X 0250
A38 STEEL
VARIES
I STEM RE]NFORliLO1T FOR PIOMtD PFD OXIDE)
23
A9f8
FASTENER
f4 1
STEEL
VARIES
M. SPLINE SCREW OTDZONGL JOWIS
24
AS31
FASTENER
/8 X 3 B PPH
STEEL
VARIES
ATTACH 1D
25
AS38
FASTENER
10-24 X J 6' HN
SRE1.
VARMS
ATTACH 70 t
28
OS'AI
DOOR STOP
1.008 X 1.25B X DOW
We3-T8 ALLWNUM
CORAL NOIA a, INC.
27
NC5
DOOR STOP GASItET
0.070 SPACE
EPDM
VARIES
LOER ASIM Ca54
28
AS39
FASTENER
#10 X 1-3/4' FHP
STEEL
VARIES
29
FL507
DOOR HEADER
2500 X 5.000 x 0.094
50BS-18 AllollmM
CORAL NOUSR6ES, IN0.
30
020
SETTING BLOCK FOR INVENTED HORIZONTAL
0500 x 0588
mu
VARIES
2 PER IFIE
31
FL529
HIGH PERFORMANCE WMI.L.
2.500 X 5.249 X 0.064
EU6T-16 P Lai
CORAL INDUSIROS, INC.
32
A521
FPSIENER
/5 X 1/4' PPH TYPE 'AB' Z.PLT.
STEEL
VARIES
33
A5150
F761ENER
014 X 1-1/2- PM
STEEL
VARIES
A.
13
0
7/U/15
/335 W. 6091
TOmpq Milan 3380B 813 813-251-9244 p
Tor 4432 A0 deNEHa f �G FL500_0
BE-4432 0
F 12
O O O
2.686"
1— 6
0
V
U
O
N
N
O
J9�
i SL
9� \
�' iO qg Z II I111 1� t �p—L
� $ PRODUCT APPROVAL FOR
FL500 DRY GLAZE SYSTEM
DIE DRAWINGS VArcS�uecw
3
ry I
\J�.n o
w
r�cx
�W ry a O
� m4 I
0 0
mo I
I.
I B�
I 01
I II
n I )I
I I
WALL JAMB
1/4' X 2 1/2' TAPCON W/ 1 3/4-
MIN. EMBEDMENT ®CONCRETE
THRESHOLD
(4) EA 1/4" X 2 1/2' TAPCON
0 CONCRETE, WITH 1 3/4' MIN.
EMBEDMENT. LOCATIONS AS SHOWN
_ 197'
TNHMTE FRAME MUTH
70' ( 07 1/2. _
D.LO. D.LO.
72-
D.O.W. I valor sr.mc mm.
2 1
II
/
r
\
/
I
\
/
I
\
/
J
\
r
;
\
I
O�1L5
RCWT9RGFJIEM
IIf- 57 1/2-
CONCRETE SUBSTRATE
ANCHOR LOCATIONS
0 1'-4" 2'-0" 5'-4"
6w6w '®..w..mJ
SCALE: 3/8"-1'-0"
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A. 2500 PSI CONCRETE
B. STEEL, 18 CA MIN.
C. HOT ROLLED STEEL, 1/11" MIN. THICKNESS
0. SO. PINE, CRADE NO. 2 OR BETTER
2. FIRST ANCHOR IS 2' FROM EDGE
1/2- OF VERTICAL. EACH ADDITIONAL
FASTENER IS AT REQUIRED MIN. SPACING.
HEAD
MIN. EMBEDMENT 0
MIN. 4" SPACING
WALL JAMB
LOCAIE (3) 0 MIDPOINT:
1/4" X 2 1/2' TAPCON TYP.
CONCRETE 3" MIN SPACING WITH
1 3/4' MIN. EMBEDMENT.
SILL
1/4" X 2 1/2' TAT
MIN. EMBEDMENT
MIN. 4" SPACING
HIGH PERT+ORI
SAME AS SILL ABOV
SILL MUST BE ANCI
WITH 1/4"-14 X 1
STEEL PHP — (2) 1
ON EACH SIDE OF
ma v4ou�eut h}M.tit!!t].m Dmowc o�
1335 W. C...0 Strmol
aot
Tamp4. FlorMa 93600 813-261-9244
r., era-zsr-aw m Tma �wv,w�-exorom
GM fine2 KuN9m1.
BE-4432 arum, s.unram.ce. W re 4asp
9OF 12
2 1/2- 70' _
D.LO.
72' _
f D.O.W.
� 2
N
I
,2.
/ I
N / I
Co
I
1 =_
1 cw6
OF 4
WALL JAMB N
3/B"-16 % 2 3/a' PIH BOLT
WITH WASHER AND NUT 0 STEEL
THRESHOLD
(4) EA 1/4--14 % 1-1/2"
TEK D FHP SCREW.
LOCATIONS AS SHOWN
SEE SHEEP 9 OF 12 FOR
CONCRETE ATTACHNEM
197' _
INFIMIE FRAME WIDTH
_ 57 1
D.LO.
60'MA%.
uua mac m.
\\ I
\ I
\ I °�"s1m01E
\ I RDNFORrn
\ I
I
II
/CLUSTER I I
./ OF n-__� I
STEEL SUBSTRATE
ANCHOR LOCATIONS
0 1'-4" 2'-B' 5'-4
LM1r�.�
57 1/2'
D.LO.
PERIMETERFASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A 2500 PSI CONCRETE
B. STEEL, 18 CA MIN.
C. HOT ROLLED STEEL, 1/8" MIN. THICKNESS
D. SO. PINE, GRADE NO. 2 OR BETTER
2. FIRST ANCHOR IS 2" FROM EDGE
1/2" OF VERTICAL. EACH ADDITIONAL
FASTENER IS AT REQUIRED MIN. SPACING.
HEAD
HH BOLT
NUT 0 STEEL
WALL JAAIB
LOCATE 0 MIDPOINT:
6 % 2 3/4' BOLT
WTIH WASHER A6HER AND NUT
B
STEEL 1 1/2" MIN. SPACING
SILL
2
3/B'-i6 % 2 3/4' HH BOLT
REEL
0
WITH WASHER AND NUT
LCQ1
O p
SEE SHEET 9 OF 12 FOR
CONCRETE ATTACHMENT
0..11
C
a
HIGH PERFORMANCE SUBSILL
a �
SAME AS 911 ABOVETO SUBSTRATE.
O
SILL MUST BE ANCHOflE0 10 SUB9LL
WITH 1/4"-14 % 1 1/2" STAINLESS
111111///
F a
U
STEEL PHP - (2) THUS 0 2- AND
ON EACH SIDE OF VERTCAL MULLI¢4�.
?H A• BT /ij
Ta a
�iceN •.,O ii
y
a'�( pT
1335 W. Coe4 Street FFJL5�0Q_0,
Tempe, FImWa 33600 113-151.9244
8E-4432 wasa. a,enseA.sm Na 4i59 OF 12
19Y
INFINITE FRAME WIOTH
E
2 1/2• --.— 7D" 57 1/2• _
D.LO. � D.L.O.
7Y _ 60' MAX.
' D.O.W. uLVIYY mwy0 M.
2 1/2- 2 1
N / \
/ I \
/ I \
0
0
mo I I
II \\ 111 // 1
/ LUSTER
OF 4,= -
OF 4 ER
OF4 4/
\ F
N 4
WALL JAMB ]
1/4'-14 X 1 1/2' TEN 3 SCREW
57 1/2"
D.L.O.
0 STEEL
STEEL STUD SUBSTRATE
THRESHOLD ANCHOR LOCATIONS
(4> EA. 1/4•-I4 X 1-1/2• 11
0 1'-4" 2'-B' 5'-4"
SEE SHEET 9 OF 12 FOR SCALE 3/8"=1'-O'
CONCRETE ATTACHNENT
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A. 2500 PSI CONCRETE
B. STEEL, 1B GA. MIN.
C. HOT ROLLED STEEL. i/e" MIN. THICKNESS
D. SO, PINE, GRADE NO. 2 OR BETTER'
2. FIRST ANCHOR IS 2" FROM EDGE
1/2' OF VERTICAL EACH ADDITIONAL
FASTENER IS AT REQUIRED MIN. SPACING.
1/4--14 X 1 1/2' TEK 3 SCREW
0 STEEL
WALL JAMB
LOCATE (3) 0 MIDPOINT:
1/4' X I 1/2" TEN SCREW
TP. 0 STEEL. 1 1/2- MIN
SPACING
SILL
1/4'-I4 % 1 1/2' TEN 3 SCREW II
0 STEEL U
SEE SHEET 9 OF 12 FOR
CONCRETE ATTACHMENT
HIGH PERFORMANCE SUBSILL
1 1/4'14 X 1 1/2' STAINLESS
1 PHP - (2) THUS 0 2' AND 4'
EACH SIDE OF VERTICAL MUWON.
B80=A &Twa P.
DY6 NNOY4I ASS
1335 W. C.n Shool
Tempo. Piorldo 33603008 813-281-9244
fm el]-]SI.OSW Wn fm+@ Mal@nof+Y-G9dm
Cdd E S OLmNBmM1q'-DOtbm
BB-449E cnrnwe a almwrm 1n uar
e
0
0 W L)
w FF++
9�
Ind 9 �
¢0
Qo
a�
2
197"
NFINTIE FRAME WIDTH
70" L 57 1/2" _
O.LO. � D.L.O.
72' _ 60" MAX..
O.O.W. I — - wwox svirna w
2 1/2". I— .. 2 1
/
I \
/
\
I
\\\ Ilk
II
\ III /CLUSTER
CLU,
OF 4
WALL JAMB
#14 % 2 1/2' 1VOOD SCREWS TYP.
0 WOOD WITH 2" MIN. EMBEOMEM
THRESHOLD
TEK 3
fHP SCREW. LOCATIONS AS SHOWN
SEE SHEET 9 OF 12 FOR
CONCRETE ATTACHMENT
WOOD SUBSTRATE
ANCHOR LOCATIONS
0 V-4" 2•—B• 5--4"
6P6m1mmd
SCALE
PERIMETER FASTENERS:
1. TYPICAL INSTALLATION INTO SUBSTRATES
A. 2500 PSI. CONCRETE
B. STEEL. 18 GA MIN.
C. HOT ROLLED STEEL. 1/8" MIN. THICKNESS
0. SO. PINE, GRADE NO. 2 OR 'BETTER
2. FIRST ANCHOR IS 2 FROM EDGE
57 1/2" _
2 1/2
VERTICAL. EACH AL
D.L.O.
FA N.
FASTENER IS AT flEOUIRED MIN. SPACING.
REQUIRED
HEAD
AI TYP. 0 WOOD WITH 2"-MIN.
EMBEDMENT. LOCATE FIRST ANCHOR
_ 2" FROM EDGE OF MULLION AND
ADDITIONAL FASTENER 0 2" MIN.
SPACING BETWEEN ANCHORS.
WALL JAMB
LOCATE (3 EA.) ABOVE AND BELOW
I MID —POINT. #14 X 2 1/2" WOOD SCREWS
MIN.
EMBEDMENT 2' MIN. SPACING BETWEEN ANCHORS.
SILL
SEE SHEET 11 OF 12 FOR
STEEL ATTCHMENT
SEE SHEET 9 OF 12 FOR
CONCRETE ATTACHMENT
HIGH PERFORMANCE SUBSILI.
` SAME AS SILL ABOVE TO SUBSTRATE.
-( SILL MUST BE ANCHORED TO SUBSILL
WADI 1/4"-14 X 1 1/2 STAINLESS
S. FL PHP'— 121 THUS 0 2" AND 4:
pPq LRO nUONA9 AR84
s5 m
7333 W. Shaet
Tompq Flofitln 336089BOB 013-2540244
fm BIYlShx.W nrz NcCAmd.b
Ca0. E G 14n0nmJnIftr0q.2n
BE-4432 ndT.w a xrtwNul:m na aas
is
7/e/15
12 OF 12