PLANSSedview Industries, Inc. ACCEPTANCE No.: 92-050k _L_6
APPROVED : VOV . 9, 1922
EXPIRES : J v. 9, 1925
J .
NOTICE OF _ACCEPTANCE; SPJ;S.tF_.I.0 C.VDITIQNS
3. Applications for building permit shall be accompanied by two
duplicate prints of the approved drawings, bearing the approval
stamp, Notice of Acceptance number and approval date clearly
marked to indicate panel gage, maximum spans, type of
installation, drawing showing size and location, including height
above grade of the shutters, and with completely dimensioned plot
plans.
4. In order for a permit to be issued zoning regulations must be
complied with.
5. This product must be re- evaluated for structural adequacy when
installed within the Coastal Construction Zone, in accordance with
Chapter 23, Sub - section 2309.2 (b) of the South Florida Building
Code.
This renewal supersedes Product Approval 89- 0426.10 dated May 8,
1989.
Gil Diamon , P
Product Corol Division
Supervisor
METROPOLITAN DADE COON 1Y. FLUrnuik
Y.E (JADE
Chairman
Bertram S. Ithnha,
tict•Chairman
11.0 UAW!
Membtrt
Ronald .1 ver
James .Inas
Crory( Berlin
Thomas M. Black
Lunrrnce .1. Bnrian
d 8ridis
Oscar Brennan
John Calprnr
Eduardo Caner
Jorge de la Tornrnte
/f. Carlton Decker
,Arnold Goldman
Richard 11. Norton
Darnel Leuis
John Lindtrrom
Stelen Lunt
Joseph Mokher. Sr.
/amts Po.•e•
ICIliam Rilrr
.Irmundu M. Ri :o
Thurna: Crterhock
.Uhed t+iuor•d
RuJ■ Witham:
Board Con : uLsan:
luhn Pi:ronno
Stall
Charge; ()culler
Sandy 14rnrrb
Gl Diamond
Seaview Industries, Inc.
3750 N.W. 46 Street
Miami, F1. 33142.
ACCEPTANCE No.:
APPROVED
EXPIRES
92- 0506.6
Nov. 9, 1992
NOV. 9, 1
APPROVED: November 9. 1992
`PLEAS•E NOTE"
-1-
Iffir `PI
4 4 11*
MET17O•DADE CENTEri
BOAnO OF PULES AND APPEALS
SUITE 1010
lit N W. tit StfEET
MIAMI cLonIOA 13129.1974
(3051 175.2991
PRODUCT C_ONTRS?L JOTICE_QF ACCEPTANCE
(305) 375 -2612
Your application for Product Approval of _Alsamit;ul
StqKm Petri 1j. under Sections 203 and 204 of the Sr,uth Florid
Building Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans,
specifications and calculations as submitted by KnetevJ. h &.
Associates al with drawing No. 92 - 125 daUd_3 - 21 - 92, has
been accepted by Product Control to be used in Ole
Unincorporated areas of Dade County under the Specific
Conditions set forth on pages 2 -2a and the Standard Conditions
on Page 3
•
C *C l�l�t -r
Gil Diamond, P.E.
Product Control Division
Supervisor
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND
GENEHAL CONDITIONS
BOARD OF RULES AND APPEALS NOTICE OLAC.EPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Boaru of Rules and Appeals to be used
in the Incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
Charles Danger, .
Secretary
Metropolitan Dade County
Board of Rules and Appeals
1. This
2. The
form
alum
APPROVED
EXPIRES
ft TICS QF_ACCEPTANCE: S1? ECIFIC_C_QtlQITEMS
approval covers alumi
panels shall consist o
ing 1 5/8" deep ribs a
inum alloy or steel as
-
num or steel
f 12" wide s
nd shall be
shown on fo
storm panels.
heets with ed -laps
fabricated of 3003 -1116
llowing schedule.
PANEL SPAN
SCHEDULE
Height above
Grade (Ft.)
0 - 5
5 - 15
15 - 25
25 - 35
35 -55
55 - 75
75 - 100
100 - 150
150 - 250*
250 - 350*
Aluminum
.05"
9' - 2"
8' - 7"
.04"
9' - 2"
8' - 2"
7' - 6"
7' - 1"
6' - 9"
6' - 4"
6' - 1"
5' - 10"
5' - 5"
5' - 1"
8' - 0"
7' -8
7 ' _ 3"
6' - 10"
6' - 7"
6' - 3"
5' - 10"
5' - 6"
( +)
.063"
9' - 9"
9' - 2"
8' - 6"
8' - 3"
7' - 11"
7' - 1"
7' - 5"
7' - 2"
6' - 9"
6' - 4"
Steel Ca
20
11' - 11"
11' - 0"
10' - 4"
10' - 0"
9' - 8"
9' - 3"
9' - 0"
8' - 7"
8' - 0"
7' - 6"
uge
18
13' - l"
12' - 3"
11' - 5"
11' - 0"
10' - 3"
10' - 3"
10' - 0"
9' - 7"
9' - 2"
8' - 10"
*Provide second row of fasteners at 12' o.c. staggered for
installations above 150 feet located as shown on vertical
sections.
G 1 Diamond, P.B.
roduct Control Division
Supervisor
.0
PANEL SPAN SCHEDULE
H V i 1-tr AlEIOVE
G,K E (FT)
ALUMINUM
. og
(t)
,o6,3"
ST EL.
ZO
G,AIJC,E.
I P!
.O4
O -
9 -2.
9
9L9
II -11
13 -1
S _ 15
8 11
$ 1_ 7
91 ZI
1 I -0
I1- - �
15 .." 25
7 1 -1
,i-,oi
0.L)
1 4
11 I- 54
25 - 35
7
7 &
&.311
101 -01
1 1 0 1
35 55
4) 9
7
7
1 9 8 $
lob gl
55 -75 ,
4/
d -10
7 -7
91 -
(
75- IUO
&-1
4 -7
7-5
91-01
100 --150
5 -10
4t -3
7 1 2. i
6 1 -7 1
050- 250 s
5 -T
5
6 -9
8 1 „ 6 l
wi..m.
4E74
250- 350
5 -1
.51-10
(o1-4
7 1 -41
FASTENER SCHEDULE
I-I E 411-1T
6P'AC.11.1G
0 -
35
16 c.-.
35
350
1 1-1 0....
w
EP11O
0 LOCK RAIL (sosa -TS)
FULL SCALE
.o440(-rye)
•••• ,,.r - •I r ••• WORM w .n•111 ti1r••• ■ • ..nr AT aw 1••=161 .r..r • r mime •••• • ..r •
3
11
@PANk laoos -H
r VAW4E6 (SEX. UEoU .;
1.
12.ct'
FULL SCALE
11
u
STORM PANEL ELEVATION
-s.
.a.+ (-Prr) ____
17.45 K. t_ / 14
rnA
s tn
O.G. Pb1r. IOGKINL,
P'IN!S
9 /s1-' NOi.
I1- ot" t1
t-
QQ LOCK RAll, -TS)
FULL SCALE
1.411x20 66R EV6 I N 1 5rAR 1 TA.M r N N S.1� I� LG�►
OR W i 4 ?AFZ . PINS (rF E 4414 ti LE)
semi Irmo
®LOCKRAiL uo63-T6)
N.TS.
r.
I - I 1 1
1 II
•
1 4 11 1 ‘2.0 s e,i , IN 1 6TAF TAMPIN 6P1 .LD41.
. OR S/♦ S AFi. DRIVE. PINS.
1_
l&
IJ
1
3
•
•
1 /4 1 x N 6 1...ars e
t." o. roc
0 LOCK RAIL ( 6063-T6)
N.T. S.
GENERAL NOTES:
. 016 1
VERTICAL SECTIONS
"4,
7 44 1
HEADER (eosa -TS)
FULL SCALE
Qe LOCKING PIN (6063 -T5)
FULL SCALE
IYPE. C.ONN!! .
1. STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH:
A. THE 1988 EDITION OF THE SOUTH FLORIDA BUILDING CODE.
2. ALL SCREWS AND BOLTS SHALL BE STAINLESS STEEL, HOT DIPP?D
GALVANIZED STEEL OR ALUMINUM ALLOY 2024 -T4.
3. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO DETERMINE
THE STRUCTURAL ADEQUACY OFTHE BUILDING. TO WHICH STORM
PANELS ARE ATTACHED.
4. SPAN SCHEDULE HAS BEEN DESIGNED FOR NON- COASTAL
ZONE INSTALLATIONS.
e
•
TY rL1- di GONN - r491J
®HEADER (6063-76)
I \VICE. .0440 1 6PKIK1C.1t STL.
cAp. r t.. gv► - 1o'7 Er
NEAT YATe.47 TO 41/413
KvE1,L G.
0 LOCKING CLIP
FULL SCALE
N.T.S.
7,1
;LlP OR
LoGkiNcl
LoGKINA
1•;N ONLy
UZ N�AD�lC
I
TYPE 'E' CONNECTION
N.T.S.
Q LOC.I<.
RAIL
1 /4 l B4L'r4s (s. s)
e 0.6 .
LM,c ZS's. " i k -rt+.
ALUM AN4LE.
t.OG�CI t�
PIN
N.T.S.
wrrnrr Mt
1 04 11 x at) wKL:'.Vp !Kt r/ 1 -rarMl l rat
SH I PA► OK 1 S't' & C�}C,IV 1r Pi t4 0 HKAIW,..ik
\ II t
TYPE 'A' CONNECTION TYPE '8' CONNECTION
N.T.S. N. T. S.
TYPE I C S CONNECTION
O PA1JEL
(1)11.4‹-Kikle.,
1 4 1 X20 z\"/ 114 ,
ISTAile TAMrIN
SN 1 ELp o rc t/4
I bT4R 1 DKIVtc'. P'1 t46.
(1 ;role ALL
t_Q: (ICAlt.. GO NN
O PA)-.1E .L.
-
O La1CIN,r I
CLIP
0 1 PANw...
LO(.KI t4C1f i I
O LOU<
RAI L.
J rAt.1 LL.
t..or�l rlC.�
PIN
TYPE 'D' CONNECTION
NT S.
RAIL.
TYPE 'F' CONNECTION , TYPE 'G' CONNECTION
N.T. S
N.TS.
i'fC�7 ipE LLi 1[OW 6.10 F autER AT 1Z'' �,(,.
ertt4carrittp rcit imitiLuxiokr7 Aim v30`
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r./ / / - > - 5 /9
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5
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TOLERANCES
I EXCEPT AS NOTED)
DECIMAL
FRACTIONAL
ANGULAR
,
TITLE
DATE
7A."'hei
DATE
SYM
DRAWING NUMBER
SCALE
REVISION RECORD
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APPROVED BY
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