711 NE 94 St (8)090 313. 1.46"
(TYP)
c=
ALT. LEG 2A00' 1
DIRECTUB
OPTIONAL ANGLE
O SCALE ' 1/4' .1 0' -1'
SHEAR FASTENER t 24' OZ.
ANY ACCEPTABLE ANCHOR
147RIZONTAL
= = _
- LEG OPTIONAL
(PERP. TO PANE. SPAN
SECTION ►
L
(MAX. DESIGN LOAD * 72 PSF)
O 9 TYPICAL ELEVATION
FOR INSTALLATIONS BELOV 30' ABOVE GRADE
V/ PANELS SPANS OF 101' OR LESS, V/
SEPARATION FROM GLASS OF 2' OR MORE,
BUT LESS THAN 2.5'
Ex1sTING
STRUCTURE
® STORM PANEL
SCALE 1 V4' • 0'-1'
WIDTH UNLDQTED
PLAN VIEV
OVERLAP FASTENERS
TYP. (SEE NOTE II 8)
TCP MOUNT.
BOTTOM MOUNT.
AL ANGLE CLOSURE PIECEs
1' x 2' x .053' MIN. TO
2' x 5' x .o55' MAX.
SCALE 1 HALF SIZE
1' x I' TUBE t FASTENERS
(SEE PLAN VIEW t NOTE 8)
WINGNUT
® 'h' HEADER
SCALE 1 1/4' •
VIDTH uNLIMITED
TEMP. TO PANEL SPAN
SECTION >`
c o TYPICAL ELEVATION
FOR ALL INSTALLATIONS SEE TABLE 2
PAGE 3 OF 4, FOR REQUIRED SEPARATION
FROM GLASS.
TER MOUNT.
SCALE 1 1/4'
• 0' -1'
'U' HEADER
OVERLAP FASTENERS , SEE
PLAN VIEW t KITE 9)
BOTTOM NOUR(T.
Rate
$ 125' TYP.
O 4 ANGLE
SCALE t V4• • 0'-1•
1. THIS SHUTTER SYSTEM IS DESIGNS IN ACCORDANCE WITH THE SOUTH FLORIDA
BUILDING CODE. 1994 EDITION, AND THE 1994 BROWMD COUNTY EDITION.
2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED
IN ACCORDANCE WITH ASCE 1 -88 'MINIMUM DESIGN LOADS FUR BUILDINGS
AND OTTER STRUCTURES'.
3. STORM PANELS SHA/J. BE 20 GAUGE STEEL (t • .035') CC FORMING TO ASTM A446.
STRUCTURAL QUALITY, GRADE D, VITH A MIN. Fy • 50 KSI, GALVANIZED IN
IN ACCORDANCE WITH ASTM G90. ALUMINUM EXTRUSIONS SMALL BE 6063 -T6, U.O.N.
4: PRODUCT MARKINGS SMALL BE WITHIN 12' OF ONE CO OF THE PANE, WITH A MIN
OF ONE MARKING PER PANEL AND SMALL BE LABELED AS FOLLOWS
HURST AWNING CO., INC.
MIAMI, FL.
DADE COUNTY PROD. APPRD.
3. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A
MINIMUM Fy • 33 KSI.
6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MAr4FACTLRER'S REPRESENTATION
OF MATERIALS TO BE USED IN PRODUCT TESTING.
7. TOP L BOTTU4 DETAILS SHOW MAY BE INTERCHANGED AS FIELD CO4DI1IUNS
DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE.
8. PANELS UTILIZING A STEET. TUBE SMALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A
1' x 1' x 16 GAGE STEEL TUBE USING 1/4 -20 x 3 -1/2' BOLTS W/ RIE CAST ALUMPLM
WASHERED WINGNUTS CR JACKNUTS, (SEE TYPICAL ELEVATION go)). PANELS NOT
UTILIZING STEEL TUBE SHALL BE FASTENED AT MIDSPAN V/ 1/4-20 x 1' BOLTS V1TH IE
CAST ALUIINU4 YASHERED YINGNUTS OR .ACKNUTS (SEE TYPICAL ELEVATION ( )
FOR PANEL SPANS LESS THAN 33 OVERLAP FASTENERS 6 TUBE ARE NOT REQUI D
9. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS
PROPOSED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING
IN CONFORMANCE WITH DADE CIXNTY PROTOCOLS PA 201,202. AND 203.
DESIGN BASED CM METI TEST REPORT NOS. HETI 94 -312c, HETI 94 -317b, NETT 95 -401b,
CTC 93-021 AND CTC 95 -031.
10. AT LEAST ONE WARNING NOTE PER OPENING SHAU. BE PLACED IN A CONSPICUOUS
LOCATION ON ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING
THE FOE OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE
PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED.
1'xl'x16GASTEEL
TUBE TYP. (OPTIONAL)
SEE NOTE 8 t TYPICAL
ELEVATION.
1' OVERLAP
AL ANGLE CLOSURE PIECE
1' x 2' x .12s' MIN. TO
2' x S' x .125' MAX.
EXISTING
STRUCTURE
O ANGLE
SC ALE 1 1/4' • 0' •1'
SHEAR FASTENER t 24' MG
SEE ANCHOR SCHEDULE FOR
ANY ACCEPTABLE ANCHOR
.093' TYP.
�1
STUDDED ANGLE
SCALE 1 1/4' • 0' -1'
APPROVED AS COMPLYING WITH THE
SOUTH ORIDA BUILDING CODE n� '�_�
OAT :r. A� 19 _6.
8Y_ V /,....!. £4i
PRODUC OTITROL DIVISION
BUILDING .. CODE COMPLIAN E OFFICE
C�t N
A66F31ANO;4 —Q 1 .0
0
w
m
t .
1--
LJ
> cV
Q
c')
r)QN
M t o
tj.
u
N E
cn
6
u
V
N 11
prawn by
Jv. Nu.
(dtsgr iy 1(d* td byl
l` V. JJII V•K J
I ke
AS MaO,
drawing no.
95 -331
SEE 011/4. SEPARATEN
MEN GLASS SCHEDULE
GLASS
OR
GLASS
OR D
SEE N. SEPARATICI(
MIN GLASS SCHEME
TIP. 'RP L BTGEIN
EXISTDC STRLX;TLiRE
ANGLE TO WALL DETAIL
O WALL MOUNT SECTION
$vALE l 3' a 1' -0'
WOOD FRAMING
TENSION FASTENER
! /// <Sr ANCHOR SCH-'_DULD
TYP. TOP 1. B^TTOM
® CDNT.
WOOD FRAMING
ANGLE TO VALL DETAIL
WALL MOUNT SECTION
SEkE I 3'2 1•_p.-
1/4 -20 MAC.CTE BELT
L VINGNUT ! 6' C.C.
PANEL TO ANGLE DETAIL
PANEL TO ANGLE DETAIL
v4• MAX.
N
V4-20 MACHOS BOLT
L VINGN.IT ! 6' O.C.
(TYP. TOP L HOUCK )
SEE MM SEPARATION
FRC/4 GLASS SCHEME
CEILING /INSIDE MOUNT SECTION
O B SCALE 13' - 1 - 0'
∎WtN\glNl^
7u14 /Iltll:a!!I /N /IAA
Ad
A la
� 6' P .T. N
it .
LCT.
gal THIS DETAIL MAT BE USED
AT TOP OR BOTTOM OF PANELS.
1 /14 . 11 x 1 -3/4' S.& LAG
e12'0.C. /
PDETRATEN D(TD %/MD
2 - 1/4'0 -y2'
LAG SCREW t 24' GL' MX
V/ 1 -3/4' PDCTRATIII4
D4 CENTER OF STUDS
MOTD USE OF THIS DETAIL IS LDQTED 10 s T2 PSf.
WALL MOUNT SECTION...(BOTTOM)
EXISTING
STRUCTURE
FRO( GLASS SCPEDUL£
OAS
ti
TENSER FASTENER - USE RAW. CALK -IN
CR ELCa HANGERMATE OR VODD BUSHING,
TENSION FASTENER AT 6' C.C. (SEE AN {OR
SCHEDULE FOR ANCHOR SPECS). DO KIT
USE WHERE SCFEDULE SPACING IS LESS
THAN 6'.
EXISTING STRUCTURE
WALL MOUNT SECTION
• SUE CLOSURE REVD. (SEE PLAN VIEW)
BUILD —OUT MOUNT SECTION
SCALE 3' z 1 -0'
SCALE 1 3' . y—Q • . ! !; ..;._,. = _.
EXISTING STRUCTURE
/14 SNS 6 Er Q.C.
CTYP. TEP L SOTTO*
I/4-2O MACMUE BOLT i
NUT a 12' aG STAGGERED
(TYP, TIP L )OTTC)0
1/4' MAX.
I/4 -20 MACKNE BOLT
L VINuNUT e 6' aC.
(TYP. TOP L BEITTCPD
2' x 4' x 1/8' x 0'-4 -1/2'
AL TUBE t 21' ac (TYP.
MP L BUTTE/0
AFP ?OVLD AS CJ', ?l WITH THE
SOUTH FLORIDA �1'?101NG CODE
CAT,: ark : 3'!� 1
PRODUCkSONTEOI DIV :S :01
EVILDJNG CODE COM/ ANCE'
1 .CCEPtANCE NO S - 01J 2.OZ
1/4'11 RAVL CALK411
V/ 7/8' MM ENDED.
IN CC M. CR FQ.LOV
BLOCK e6'a.
O A HEADER MOUNT DETAIL
SCALE 1 3 * t<'-o•
2' x2'x 1/8'
6063 -T6 CWT.
ALUM. TUBE —
(MAX. DESIGN LOAD t T2 PSF)
r• • S MAN
PANEL
t$]IL THIS DETAIL MAY BE USED AT
TDP OR BOTTOM OF PANEL
QIAX. DESIGN LOAD t 72 PSF)
C -..2•x2'x,093'
STUDDED ANGLE
v4'• MAC7 tAE
BOLT 16'0.C.
_x 2' ALUM. TUBE BUILD -OUT
. •
SCALE • 3' - 1'-0' ► . -.40, .
-- 2'x2'x.093'
STUDDED ANGLE
I/4'-20 STUD 1. VINO NUT,
PANEL TO ANGLE CEI ECTTD4
e6'O..
ExISTD•O .B.S.
,•
•4. '
•
. , •
•
Q4AX. DESIGN LOAD t 72 PSF)
5/16'1 CMJC -D/ t 3 -v8'
M. V/ 1 MIN. ENDED. IN CW.
CR NCLLOV BLOCK v/ 3-3/4'
MM EDGE DIST. —,
2 x 2'x .093'
STUDDED ANGLE L
1'xv8' AUX. SND.,
Q4AX. DES1G1 LOAD t 72 PSF)
ANGLE TO 'U' HEADER BUILD -OUT ASSEMBLY MOUNT
® SCALE 13' • 1'-0' SCALE 1 3' • 1'-0'
=v -
a xyx1/4'xO' -6'
6063 -T6 AWN. ANGLE OR
TVO-$' x 3 x 1/8' x 0'-•6'
6063-T6 &LK ANZLS (TYP.
TVO- /4'A THRU DOLTS
ALL. IEO DIRECTIQ/
... _
r - • •
KM THIS - DETAIL MAY X USED AT
TOP OR BOTTOM OF PANEL
,= ".
Q4AX DESIGN LOAD * 72 PSF)
PANEL
02 SKS
012' 0..
v4'-20 STUD
V/ VINO NUT t
6' O,C. TO PANEL
ANGLE CDN1CCTIRI
v4.-eo STUD
V / KIT t6' O.C.
*GI TO ANGLE
CQ.ECTION
1/4't RAVL CALX -IN
t3' C•C. V/ 7/8'
MM DMA IN CON.
.,
STORM PANEL !SUPPORT BEAM
STUDDED STORM, PANEL
2' x 7'x 11-0' MAX Tx.013'.
T..0.055' 6063 -T6 ALLM. BEAN
SCALE 1 -1/2' ■ 1' - 0'
1/4'0 RAVL CALK -1N 1
12' O.C. V/ 7/8' MN.
DlBED. INTO CONCRETE
1/4'/ THRU BOLT t
12' O.C. ANGLE TO
ANGLE CONNECTION
1
n'aS
1/4' -20 STUD
3'
2' x 3 v8'
6063 -T6 ANGLE
Q4Ax. DESIGN LOAD t 7t PST)
x 2' At-
STUD ANGLE
ANGLE ASSEMBLY
SCALE 1 -v2' • 1'-0•
1/4'0 DROP -24
ANCHOR t 9' O.C.
IN ICON ENDED.
PUNCH HOLES IN ADJACENT
PANELS TO RECEIVE TNLS BOLT
PLACE PANEL OVER EACH
ADJACENT PANEL AND FASTEN
VINGNUTS FROM THE DCIDE
1/•7
ALT. ASSEMBLY MOUNT
SCALE 1 -1/2' • 1'-0•
STORM PANEL INTERIOR FASTENING DETAIL
2'x2'xA9e
STUDDED ANGLE
1/4' -20 STUD
VIN3 NUT
PANEL TO ANGLE
I/4'-20 STUD
V/ NUT e6'Q.G
- 2' x2'x.093'
STUD ANGLE
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
OAT 1996
AT
DETAIL MAY DE USED
OR 'lanai OF PANEL SY / /4s.
PRODUC eNTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO.gS
STORM PANEL BUILD -OUT
_ 2't X 1 ,. 0 . .
r.r '6 •r
J... _r '.I •�. -i ._ui+rJ6l.'yA':.r 2'.t- +�.- .a.....w
N
v2�
o
.4 LAY
r
n
X £�
algR
w
" W ' Q.
arnosommailm
Vl
a 0.
ti.
to U 1.4.1 Fy l7 ¢y
o
w Z � �0
ZZ A Oy 3 (')
2'g Q ; t '-o
n i O
' r•-• g v
14
1
1 V.L• s.a.•
MI 11•
date_
6 -•if • 1
stole •
A:Mit
1 V.IC
idro•n
..
44: 93
feet 6 of S . J
La' x 2' 3' x 1/8' 6063 T6 ALUM. TUBE
3' x 3'
1' xN1v8 .
6063 -T ANGLE
3'xrx1/4•x1' - 0'
6063 -T6 AW4. ANGLE
6• 6'
F%S PA
•
•
re visions
IMII
NOISIA3 '1V1l3M79 L6/81/6
tag d.n tho 4 aas
COUNTY COwtNTS
COUNTY COMCNTS
46/61/31
_ C6/132/11
°4
0 1/4'0 VOOD LAG
REVS ! 24' O.C. MAX,
usE 3r! AN04408
t 4 C.C. MA:;.
raR SPANS Z 5'-6'
CDR. 2' x 6'
x.125' ALUM.
PLATE ! VtE
TRUSSES
GLASS
CR IXCCR
2'x2'x.093'
AL STUD ANGLE
(MAX DESIGN LOAD t 72 Psi)
If HEADER
STORM PANEL
VOOD ROOF TRUSS
CR FRAMING MEMBER
STUCCO LXW PLYWOOD F CR
T
1/4' MAX
SOFFIT ODNNECTION DETAIL
.A `
O
SCALE 3' s 1' -0'
SCkE , r4. 1' -0' •
t_.__ STCRN PANEL
rx 4'x1/8'CONT.
AL. TUBE (6063 -T6)
F MAX. 1/8' TILE
FINISH MATERIAL
J
3/4' PLYWOOD
. -- 1/4'0 RAVI. CA1X -DI ! 5' O.C.
WITH 7/8' MIN. M. IN CONC. CR
1t71W BLOCK OR 1/4'0 LAG SCREW
e WOOD.
�GV /i- L EMB.
IN rMDt
1/2'0 THRU BOLT e 12'O.C.
VITH 7 /8' KN. K E 4 IN CD4C. CR
HOLLW BLOCK OR 1/4'10 LAG SCREW
Q 24' aC. V/ I -1/2' MIK EMB. IN V300
2' x 2' x 1/8' CONT. ALUM. ANGLE 6063 -T6
(MAX. DESIGN LOAD t 72 PSF3
.' ' THRU'- DETAIL
(
STORM PANEL
2' 2'x .043'
AL. STUD ANGLE
TWO -3/16' ALUM.
POP RIVETS
e12' .c.
TVO 1/4'0 WOOD LAG
SCl2EVS ! 24' 0.C. MAX.
PA/C1 SPAN a 5'-6'
USC 3rd ANCHOR
1 24 O.C. MAX.
FOR s'AMS 2 5'-6'
x x
1' /8' CONT. AL 6
.TUBE
(6063 -T6)
•14 St(Se la' O.C.
ALT. SOFFIT CONNECTION DETAIL
® SCALE • 3' s 1'--0'
t 6 R V% CM. D4
MM 018. IN CONC.
WIE1 THIS DETAIL„ MAY BE USED AT
TOP OR BOTTOM OF PANEL.
O(AX DESIGN LOAD t 72 PSF)
EDGE ".MOUNT DETAIL
SCALE 1 3' g 1' -0'
2'x 3'x1/8'OR
a' x 5' x 1/8' 6063 -T6
ALUM. ANGLE
2'x3'x vie N
2'x5'
6063 -16 N.. ANGLE
V/ 1/4'0 STUD e
12• D.C. OPTIONAL
ACCESS HOLE (TYP)
'V HEADER
STUN PANEL
2' x2'x.093'
STUDDED ANGLE
VOOD ROOF TRUSS
OR FRAMING MEMBER
STUCCO FINISH OR
PLYVCOD SOFFIT
z
•
N
1/4' MAX.
EMB. r
d
�SE L'-0'
STORM PANEL
tialES THIS DETAIL KAY BC USED AT
Ttp CR BOTTOM OF PANEL
(MAX DESIC,N LOAD t 72 PSF)
2'
ANGLE 6061 -T6 ALUIt V/
1/4'11 STUD e12•GC.
5/16' • RAVI CALK -IN
!
5' OA V / 1 DM
INTO GCMG R 1QLW BLOCK
EDGE MOUNT DETAIL
ANC3LE
SCALE 1 3' = I' -0'
•MAX. DESIGN LOAD t 72 PSFY ?ROM AS COMPLYING WITH THE
SOUTH FLORIDA 3UILO'NG 000E
.+ q1
BUILD -DU T
STORM PANEL
1/4'0 THRU BOLT
ANGLE N ANGLE
CCNNECTICN !
t2'O.C.
2' x 2' x 493'
STUDDED ANGLE
1/4' • RAVL CALK -Di ! 6' O.C.
v/ 7/8' KM 043. 04 CCM L
OR HOLLOW BLOCK
r x 3' x i/8' ONT. ANGLE OR
rx5'x1/8' -T6
ALUK V/ 1/4' • 11-12U BOLT
r: 1-CAD ? I-" GC.
1/4' MAX
STCRN
PANEL
:•r
2' x 3' x W OR 2' x
5' x 1/8' CONT. ANGLE
60611'6 AUK (TYP. TOP
BOTIO
Nam THIS DETAIL MAY BE USED AT
TtP CR BOTTOM Cr PANEL
04AX DESIGN LOAD t 72 PSF)
?AODUC. C,MTfOL Otv SiOii
BUILDING CODE peliA OFFICE
AF.6EPTANCE Ne
1
8
4
1/4'1O RAVL CALK•DI e
6' O.C. V/ 7/8' MAL ENE.
INTO CONG CR HJ-LDV BLOCK
(To.. TOP L DOTTOO
ANGLE BUILD- -QU.r
v. SCALE r.3's:1 -0 _.._
sh.
V.J.I C11 1
P f�ffESS
Q?I
FL tx
PE
6 -?9-vs
xn by
00
r drum, no. 7
93 -331
1 shut $ of 6
)
1,,,--
FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES)
FASTENER
ANCHOR SCHEDULE 3' EDGE DISTANCE
EXISTING
STRUCTURE
CONCRETE
T��IaN
SHEAR
,
SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES)
1/4'0 RAVL ZAMAC NAIL-IN
W/ 1 -1/8' MIN. EMBEDMENT
1/4 RAWL CALK -IN
v/ 1 -1/8' HIN. EMBEDMENT
EXISTING
STRUCTURE
CONCRETE
ANCHOR •
DESCRIPTION
1/4'0 ITV TAPCON V/
1 -1/8' MIN. EMBEDMENT
1/4'0 RAVL STEEL DROP-IN
V/ 1' MIN. EMBEDMENT
1/4'0 RAWL ZAMAC NAIL-IN
V/ 1 -1/8' MIN. EMBEDMENT
1/4'0 RAWL CALK -IN
V/ 1 -1/8' MIN. EMBEDMENT
1/4'0 ITV RED -HEAD
SLEEVE ANCHOR
Y/ 1 -1/8 MIN. EMBEDMENT
14' MA S V/
1/4'' 0 S.S. MACC HINE SCREW
V/ 1-1/4' MIN. EMBEDMENT
LOAD (V)
SPAN (L)
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
, 156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
5' -8' Max. Pril7
5
12 12
12
8
12
6 10
4 6
12 12
12 12
10 8
12
9 10
6 7
230 PSF
MAX.
6 -
3 -
5
3
12
6
4
10
9
4
4
3
3
12
12
6
6
4
4
12
12
12
6
9
4
6
6
4
5
'44
..
8' -5' MAX
:::::
3
12
7
4
U
5
3
12
6
4
ll
5
3
-
-
-
EXISTING
STRUCTURE
HOLLOW BLOCK
WOOD
ANCHOR
DESCRIPTION
1/4 ITV TAPCON V/
1 -1/8' MIN. EMBEDMENT
1/4'0 RAWL ZAMAC NAIL -IN
V/ 1 -1/8' MIN. EMBEDMENT
1/4'0 RAVL CALK -IN
V/ 1 -1/8' MIN. EMBEDMENT
1/4'0 ITY RED -HEAD
SLEEVE ANCHOR
Y/ 1 -1 /8 MIN. EMBEDMENT
1/4'0 WOOD LAG SCREW
V / 1 -7/8' HIN. EM BEDMENT
7 HIG V/
f6'0 WAD BUSN
4 0 S MACHINE SCREV
1 /�
V/ 5/8' MIN. EMBEDMENT
LOAD ( V)
SPAN (L)
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX .
230 PSF
MAX .
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
5' -8' MAX
aliell
- 4
- 6
4 6 12 12 7 5 6
12
22
9
6 6
4 5
3 3
__T
,...,
ict
g
'• s-
r.
_
f
11 .4 J AX• --
1,,,--
FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES)
t,,--- I
EXISTING
STRUCTURE
CONCRETE
ANCHOR
DESCRIPTION
1/4'0 ITV TAPCON V/
1 -1/8' MIN. EMBEDMENT
1/4'0 RAWL STEEL DROP -IN
V/ 1' MIN. EMBEDMENT
1/4'0 RAVL ZAMAC NAIL-IN
W/ 1 -1/8' MIN. EMBEDMENT
1/4 RAWL CALK -IN
v/ 1 -1/8' HIN. EMBEDMENT
1/4.0
SL
Y/ 1 -1 /8
1//4'0 S.S.
V/ 1 -1/4
V/
E SCREV
ITV RE44'0
ANCHHOR OR
MIN. EMBEDMENT
MA
MACCHINE HINE
MIN. EMBEDMENT
u3'.0 co
SPAN cu
ECIMPAVIEMErilliraM
8' -5' MAX.
72 PSF 156 PSF 230 PSF 72 PSF 15o PSF 230 PSF 72 PS 156 PS7
MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX.
20 �IMI/®� 10 /
/M�MMIXI�®
230 PSF 72 PSF 156 PS7 _3G PSF 72 PSF 1 153 PSF 230 PSF 72 PS7 15S ?S=
MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX.
/ILTA/ /// ® ///
lrillaliffilNI� M® N111M1/1
230 PS'
MAX.
11'-4' MAX.
EXISTING
STRUCTURE
HOLLOW BLOCK
WOOD
ANCHOR
DESCRIPTION
1/4'0 ITV TAPCON V/
1 -1/8' MIN. EMBEDMENT
1/4 RAWL ZAMAC NAIL -IN
V/ 1 -1/8' MIN. EMBEDMENT
1/4'0 RAWL CALK -IN
V/ 1-1/8' MIN. EMBEDMENT
1/4'0 ITV RED -READ
ANCHOR R SLEEVE ANCHOR
Y/ 1 -1/8 HIN. EHB£Df4=1rT
1/4'0 WOOD LAG SCREW
W/ 1 -7/8' MIN. EMBEDMENT
7416'0 S CH
S.S. M W/
I/4 0 S MACHI SCREV
Y/ 5/8 ' MIN. EMBEDMENT
LOAD 00
SPAN cu
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
72 PSF
MAX.
156 PSF
MAX.
230 PSF
MAX.
5'-8' MAX.
11
5
3
12
6
4
10
9
4
4
3
3
12
12
6
6
4
4
12
12
12
6
9
4
6
6
4
5
3
..
8' -5' MAX
/
7
3
-
- -
9
7
4 4
3
/'
1c 8
b
9 4
3
6 -
4
11' -4' MAX. >t
-
3
6
-
3
4
- •. see*.4, <a.
ANCHOR NOTES.
L ENTER TABLE USING NEGATIVE DESIGN
LOAD <V) AND SPAN CU FOR SPECIFIC
OPENING.
E. MINIMUM EMBEDMENT AND EDGE DISTANCE
EXCLUDES VAL. FINISH OR STUCCO.
3. WW-RE LAG SCREWS FASTEN TO NARROW
_Ac: aF STUD FRAMING, FASTENER SHALL
BE LOCATED IN CENTER OF WOOD STUD.
4. AUC1 -TORS SHALL BE INSTALLED IN
ACCORDANCE WITH MANUFACTURERS
RECO?4MENDATI NS.
OAT c
P'I
PROOUC
NTROL DIVISION
fi.P ?ROVED AS COMPLYING 'PITH THE
SOUTH FLORIDA 3U;LDING CODE
BUILDING, CODE COMPLIANCE OFFICE
aCCEP NO. =147,2
.:.
.
1996
4-4-95
stout
mwTO
i des' by
v.x
(dram by )
f J.V. 1CLt
!c ec ed °'l
1 v.x
mosimanuagam
Y1 10EZEVIL71 ,
PREFEISIONAI, EH �
FL UKense/ No i
PE 0{'109$ '
=,"94. 331.
a,
MIN. SEPARATION FROM GLASS SCHEDULE
POSITIVE
DESIGN
LOAD(W)
(PSF)
ACTUAL SHUTTER
SPAN CL>
(FT - IN)
MINIMUM SEPARATION
FOR INSTALLATIONS
30' OR LESS
ABOVE GRADE
(INCHES)
MINIMUM SEPARATION
FOR INSTALLATIONS
GREATER THAN 30'
ABOVE GRADE
(INCHES)
BAR
NO BAR
NO BAR
40.0
5- 0
2
2 -1/2
1 -1/4
8- 5
2
2 -1/2
1 -5/8
11 - 4
- 5 - 0 -
N.A.
2 - -
2 -1/2
- 2 -1/2
_2 -1 /2
1 -1/4 - - --
- -
50.0
8 - 5
2
2 -1/2
1-5/8
11 - 4
N.A.
2 -7/8
2 -7/8
60.0
5 - 0
2
2-1/2
1 -1/4
8- 5
2
2 -1/2
1 -3/4
10 - 11
N.A.
2 - 7/8
2 - 7/8
70.0
5 - 0
2
2 -1/2
1 -1/4
8- 5
2
2 -1/2
1 -7/8
10 - 1
N,A.
2 -5/8
2 -5/8
80.0
4 - 0
2
2-1/2
1 -1/4
8- 5
2
2 -1/2
2
9 - 5
N.A.
2 -1/2
2 -1/2
90.0
4 - 0
2
2-1/2
1 -1/4
8 - 5
'• 2
2 -1/2
1-3/8
9 - 5
N.A.
2 -1/2
2 -1/4
100.0
4- 0
2
2 -1/2
1 -1/4
- 6 - 0
2.
2 -1/2
1-3/8
8 - 5
2 -1/4
2-1/2
2 -1/4
110.0
4- 0
2
2 -1/2
1 -1/4
6- 0
2
2 -1/2
1 -1/2
8- 0
2 -1/8
2 -1/2
2 -1/8
12
4- 0
2
2 -1/2
1 -1/4
6- 0
2
2 - 1/2
1 - 1/2
7 - 8
2
2 -1/2
2
STORM PANEL SCHEDULE
NEGATIVE
DESIGN LOAD
W
(PSF)
FOR ALL MOUNTING
CONDITIONS
FOR
(TOP 1 BOTTOM)
L min.
(FT - IN)
• L min,
(FT
40.0
11 - 4
11 - 4
50.0
11 - 4
11 - 4
55.0
11 -0
11 -4
60.0
10 - 1
10 - 11
70.0
8 -7
10- 1
80.0
7 -6
9 -5
90.0
6 -8
8- 11
100.0
6 -0
8
110.0
5 - 6
8 - 0
120.0
5- 0
7 -8
130.0
4 -7
7 -5
140.0
4 -3
7 -1
150.0
4 - 0
6 - 10
160.0
3 -9
6 -8
170.0
3 -6
6-5
180.0
3 -4
6 -3
190.0
3 -2
'6 -
200.0
3- 0
5 -11
210.0
2 - 10
5 - 10
220.0
2 -9
. 5 -8
230.0
2 -7
_
5 -5
GLASS
EXISTING RE
T
A
B
L
E
1
SEE MD4 SEPARATION FROM GLASS SCNES
SCALE 1 3' s
TENSLN FASTENER
(SEE ANCHOR SCHEDULED
a SIDE CLOSURE REQ'A (SEE PLAN VIEV)
MITES - THIS DETAIL MAY BE USED AT TOP
IR BOTTOM Cr PANELS.
- LEADERS ® LCD CAttcT BE USED IN
GQ(BINATION WITH THIS DETAIL.
1/4 -20 MACHINE BOLT
L VINGNUT e 6• a.C.
ALT, BUILD -OUT MOUNT SECTION
Imo: THIS DETAIL MAY BE USED
AT TOP CR BOTTOM OF PANELS.
O WALL MOUNT DETAIL
SCALEs3's - 0'
A
B
L
2
1
APPROVED AS COMPLYING WITH IPA
SOUTH FLORIDA BUILDING CODE
D��T b : C 19
3Y _�I/.1./.L ►_ /i 1
PRODUC NNTROL OIV!S.ON
BUILDING CODE COMPLIANCE OFflCE
A9CEPTANCE N Q - ( } 7 1 ? - A 2-
U
Z
s
t4
( y_ . 2. p1 1
,aro
fdtseas by
VJC
(�.n by
1 J.V. KU.
- no.
9,5 -331
shot 3 of 6 J