House, car port and pool plans_sue_._.;,j .x.
'1
VOYSSW.
1
120 CI
1
f4r)ki
y(4) Mc)i'
•. ft"1:1
r.c
r
2..00 Cr r
V6X It,
yvvove....... V
•••••••■••••■••••••;.V.m.tr
4
-- A/C N IT
C M Mts5TEct
SC1
40A 30 WA
CFM,
j A 11.■••■•••1•1•10...■■•••■••..........0.04
Airrey
18,<15
...nr••••
r.4x12.
430 CFM
•
1
560 &VAS
st 3
111
•
1 1
1
ECTION A'
Sei..A LI
430 CFM
?VW-
gO'
(21(1 cp
• 1
L.
a.
,c)1
. / ;
/ '
/ ti
1 , 7
14 x:3 f;
•■ • '
*t.
LI
1/4".1
2.3 C F P4
•
e 32 CFM
f
EXrsT. Of SP. i
c?: St; t. e ... ::: _:.. ,,, c' . : ) :1 , ,: : ::
• ! t
:
• 04e 6 ' .P .. It •4
0 • tsl 1 ,C* ,
0
q
... l '..,0 ALS> i,,I,1,,
0
IO t> 4,4., e;
43 Z `
i' , to 1, -
0 . 0 • '' ,;--.‘ l' • i',' l.,
4.:,, 1 ° \)e,;:4914:**$; 111*"
6 c.: >. \e".• -,N)
•,. ,,t. 4 >l , S.• ' 6 i* ,
* i k.,; \\*, 0\;.\,.)..`) 5 /".
c.. /...
)/
et° .).c."
k. VA
it. li
-0, ,
..,
NY
• ;, ,.... i.
..,
=
I '
•■•
•
d1`.. ,S144 it
. • •
IV,614/ P 5 ELF- PRz?.4.
r-tim
17
r \
e
m
r.
G
,�.,_
i
i ,
]
'_; i1
1
'
..
f
6 .
___
�y 11 �
t` f —
; - ,
w
JAN. fc.. 1.959 •
bC :
ryry ■-._,
DETAIL
t " = 20
c1 Ai e
C, raft ,1/
j
1 '
LOCATION
Accord:(tg to ok 16 1 of
tt'e C„ Aanhy, rf3.
Cf RTIF7CATtCN: t Hereby Cekti+`, u,.
t
:xr,i,;71 +
f „
v,�. w . 'J' =r1 11(' °._
ar .r/ r.4 r� ,pry t � ' . /
H a RTC t- Mt i .a r•4
51AETC11 OP SURVEY
o c-
TLJE IUi2 OF LOT7LLLOF LOTS 8? 9 -NY
M I AM) 5EC.3
MIAMI • DQDE. COUNT`(; r-LA
6uNour oTArE_ ouRv Y ING Co
1 NE r 2 rN 6-T
9s,51
7 s
‘ft,
11111 }. ".. ljj
41 pea / /k; . ' A1or
'1(44. 4 '3 7494 ¢t 0 7
et) l /At ,3 D.q
V FAVs, 0. Ga<✓
PK !e' (Z' - a4 L V.
00 , 0,44 .0 L40S /Gnt
CA .4 ,V /x, .OJSki'MO . ad'J .4. s,��ri �5�4 t�1��
i2/i(s r )p s . /. � // �3. C4' /s K r
�sX � °ooGv�.tNS.
.. ...v4GG s ff f /z�..- / //Q/ 4t v,; I,� /4// cut / d.
iC?d c<!!�[ l i,S..../ f �.' d �� , A /r� .
t
J17/ h
P
Tz. derc)`
//447 R. 454
1
1
1
+GCS /�.•
•
4 4"."( 44/;r:: 074/41. Ut1It.
Qv. ,a.w4G 4 rnl'.Eva .#y .4/40 Jo/4
uCG
. Y `
rc(4 C Q d (fu /gee:
ft deoeo. 4i/era
fi �C1"4C•
IveR
r#- ? Sys
i
o ea.I...v. L.
r ' // 1j )
3 'r r? "rrrnt. f.. CONC 7/ 8#rl 7 ‘ r'o ie.
O� �a i; fl, /p' AS MMO'O d . 9 O, .
- 504 ' G �. �. -/ $ic. s ak Sa _/ a4, Co for /toNs,
. *5 IN /54te. . 44 40411$ oun.e" • !a'
77140/ 44 0. r a r.y,4.Q 'u/$ . .s/or'e .0
e j- " S (3 o. a ... //fl_ .
3 if 1 5 644 1 /e :- 4 . 145 nlife
X 4 "" fiiirel -76 e4 .1304/s. i Ve. •
".SYti:c a
'/R d..r •
44 poi/5
/t/ A.4L.. • W /YEN 3 04 ffr ,<v .# 960 S
ltl0- 7 .4744 y '= 7 . At/Y0 ;4 _c/ loft 46,4; 90 • � ..
Q Air 4.,
7%�OQ �►!�(�
4'IaOA? . •
✓r;, 7 1., zI¢
e. a4
$fldV /1
4pc4/4G /llvra ,.._
IINF/I/■tt.94 5:o4
'4y ufcv' , *44'144 LING
CR4tVe ..J
ft „GIs. / 6.4';.$
•
_ 4 : rcr. Fl•rY!_ /,a_
_4 < MO ._Gy..�o/r1. .t/t2.4
/J%4/
glee/ flow
/ 0 .57, /S.ont ,f ✓ s;,,00rr is
X.ccdss, /At •4
r- .,.-- .-+••.
�e f Q/// ?O. ? ,Sr4 .
< y
F ,r, . 4 EZa lro : . /ao,a4k. dvoo/ze�..a 44
x4; N$ • ,f f� � ^ ,O L i :$ Lc Waa)4ae pL4/4
4te-4 Art
�4'KT,A44� calf r al'4r � V4' GaQ,' ,.
.
.s ue' vil cit 440 o ricer
,t{Ics,014/A - efo.f4-4
,tg _vQCj d �ay
fee4
. r '4
YQNife 6:2 /p Y4 :..
vN. Qv4r.e , "fears •
4 o,v,'',R77 % /Jam:•
' 46 C4 43, 7
Cre "'zit. s g . ��/�o� »1�.:.`', �,� .V14;R4,,
,41/4
Na1'.,ta d .r
�o1 '4'41:4; 4Q C'tNtl.CYi
�
(..^.'“""7",.,.. .-0,.^4♦ Tit ny �'^. :.�.�.�.
.¢ = ac a /c,[
,4, ✓ear �;,
a!sR
\7 "\� \ 77 7
F , : ',HOSS
si.A.11NG '04001.4'0
i j , @tStAYN 8.1O. ';,!AMP. FLA
: —-
4. 4at t;
t , . 4,u '► ;1 4"e4V1h1 4./!•• Q. AAA
'P.M, ere* U1..A Ytn► c# r?,4 l4° (5, j1. /?,
1,1". 4 M' .g4 /! t3 i' 1.40.
. ..
• 0444 hle%! iPie0 e4
1'Y � ` ' 4. � • 6 ;4/ 4 :' c# /
/ C V O ' / J .4x1..4 Q Cllr,?"',`, v, c. i 2 s v4')( :ii is 4J/
R14:4V, 1111$
k i
'44_4.
:9,..144 _ 4. 07 e-qeC
T 2
{
4;1€ roeVi'v te4 "e4 rdA.
y4e h- .
'r) Q.R> W1. e
4.'w
-- - f - -,-
v.
twrt 47- l�Y'" `u
�' T '• a J'�'��/"a wVy } i+i.a.._• •
f�M"14.` ` i�wY.Ma•�l'R ' .4W
I f t . Y i, y j ti t`�
4044;74 fif�' t v ii
- C.4441/01
A he) rrr /v4/ /r2
x/sf /N '_..' 4 e
-4
(� X /if /N (T , CoNC . 1,40
r'" .. ��
- e 1c.;. 4sp 44
a.. A Ai
..- V - lam o/S -A -.
_ .Su /ao /a Yg .
C Ar / ' 1 0 /
/
4Z. d /rm /NU•7 C..lNOp l/ •
( 04 /O) .s4 e CO LOR 4s 4/V.ISE
/G. : ' /c 1!.
•
6 4 At A4; e 'add
.. ..�'_ . / rJ E
., /4 rya / ; �
c.oNc Met
r
1
—
C eiNtJ i . 4 ,c rim= .
- : e'oNsrRalcr /o v 42 v
//t//. < iff f e• 4 , _7
Q,jf r 7r O wes
Su(,QO.er •
/3 ,4 /te?s.
,G ...r) /NNii m G.d� ��o . : . Noun ft I /,e I4'26' /?a vet_ , /Nc
4 4 .V/ rd. 4 a 4/ac ..CN,u rt(R S.:
'S.c.bvm spa A , 0 f ///4 e ,t o,e • %'`,/Eie , Q d.4 L:. .
.414Ne)fi4cj- z a C4 /✓ f y -- 6W4 r�?�. .4 el e4..,
/N 37.4 46 4 f'D Ai ' AN . ca<a Li"/0.4 - - 4 /tit Y/N G t) 7 / r 444
AA/ 0._ a w.C3 AC L - R.e.rc,0 ure
.GS.Er/!7l7.S .. -
/12;1 v/ Q +7U4d 5eAq/r�W,e - . 4/ , , wive• Cd ■r -/_4* Ye.
.s v �.ee
11.1/AI Oie . Cdr,,oy /co,e "toed . .
G' 4 n/ o q ,3.</4 G �:..._ _ ode' 4 s..5 d
,.L _ ic-A7
5v 14 ,w /1N / /.s . Aaa44. C /mss . "*cagy. - ea a ezo fi/ewe S
,s•UA G G ,g4' fei / 0 7.4 /. „ .4 3 ,0417 ea/ •4#9## ,o7 .
e). z7,1 ea:' 6 6 - dRe,e/7"
2 r /7.0z .
ysK
S _
•
1/
s
// `; 1 - Y // • t f, • •
r � T/ ?
yr '
7w: >a•: , //G
• • ••
••
//f/ „c Z-.. s`:' /;:f. . ✓/ t f'> C /� 1. 'f.
.n
4
-
60.4 I , II / .'1OE
S*,vT
1 '
--fr
i t,/ .4 ( 7;4:7 1 '
»,':r .,Z. COi .
i 4 ____
Y O tici ✓f.r .c!yt t ;4 /
•
•
.• •
•
) f ' 6
r
�+ �vr— w. tirwYa:w••�— ^� -�� -- �+�- '+- �+ewr- �.s' - 1.-FS s-+.�. -.s- - ��nwar- 's- �+.-zs � w
/
rs
+ _ _ t f
I
: •
/ c'. C f '-
/;Qs c /,9 /
/ ? / / 9.
a
4 '
; i /1141/ -w
;I
«..„'
• _
/,<=.W -- •
f />. /:.E'N
T / � p X / • .
L
• r �51.lE!
i
6,/tif4
. ► i ' o.vrvcr�rv��
f �f .;7 C o c • >> /.v
4142.)
1,:<< f1 Q r : lt.G ` ” /41- `! R rx4'6 ,t.6 ,,S4-e U e °r/3
.t, ----. : _fep; Si rE -1 i , ` .. e " 4 9
# - ; ,1._ . (R r t'r1 , Li r� f.er : C. 0d - x •
M.
S . /p fy --
I G• j /44- / y S r
1/4.4 'i i7 9"/4 a /i* a_)
- -T- :Q ; _ 4 • - i - f-,,7,-7. I r I M ,
,,-,•,,,,,... fi„ >�z
7 7p r l: ` F oP /.Y6
/_ r / 1"6 7v,0/4--
1
( / /4 / _ -__s
/
-
V eGG71'D �f' Y•E'1.
_ o / if',. 114 - C' d 4 , •
To ,� ",'v'.- '.c.d~•.�', 7»3t
17�ot'i _ ea.<S '� $ 4
71/.0.4,7_,(2:(>0 •f' a G'
s)
• -/ '" f c`.Y'. •J e
-
F:? " 1Z ,:7/4/d
le "` . , / , ".0 (17
.\
•4
INt?/
«/.1 — • t ; ,,74•'0'.. /.$f ,raw! tiffs _. �i /e %�i11
7 ) ' zrl: ,+- acrr /rs/G
.r...-- .. -..v. —•�.,. m .-wr
r'
"Y 4
METROPOLITAN DADE COUNTY, FLORIDA
�fETAO DADS
(huh mass
Ar .% Ili., l /h,■
1 irr•(7Iairraaa
/I(, / .nal„
.1lrn,Arn
R.•,h,/,/ .
A$$$$ 1:Iri,rl
(i,tialr Rrr/in
17h Vlk11 .1/, /I /..
l.,,u „•al r .1. /L., .g, i
Tit//b/di,
014 Ur /t / /'rl,h /,1
/.J.n (id/,iar
Jove Sr go Herne
11. (b►lbws !h•I1 .,
R,. h.ur/ .11. 1 /, n ow
l )uuirl l.rn i,
Asian 1.ia1/Ilrl..a
r,7 1.,
.1/.,lhrr. Sr.
417.1 /iX .
,
II 11;14Irv/.I ,tl. g 4; .1
,
.1!i.•,, ll;nh,ly I
A'u./. l,.//
Ruarrl (
f.,lr„ tIllk1
.%ia /!
('h,n /rl l),u,crr
%aa.n Ilia,.
Gil 11 yid
" ' •i r w
,f
METRO•DADE CENTEfi
BOnno OF nut.E; AND APPEALS
':11111' t11u,
111 NW litSIIII
MIAMI. FLOn10n 33128.1974
130S) 3 ;5 94A1
(.305) J75-2612
NOTICE OF ACCEPTANCE: STANDARD ClaRDITIONS
1. Extension of Acceptance may be considered after a new
application has been filed and the supporting data,
test reports no older than ten (10) years, have I,eell
re- evaluated.
All reports of re- testing shall bear the seal,
signature and date of an engineer registered In LI1e
State of Florida.
•
2. Any revision or change in the materials, use, or
manufacture of the product or process shall
automatically be cause for termination, unless prior
approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or
process or a change in Code provisions shall be
grounds for
4. This acceptance shall not be usdd•as an endorsement of
any product for sales or advertising purposes.
5. The Notice of Acceptance number preceded by the words
Dade County, Florida, and followed by the expiration
date may be displayed in advertising literature. If
any portion of the Notice of Acceptance is displayed,
then it shall be dope in its entirety.
6. Product approval drawings, where required for permit
applications, shall be provided to the applicant by
the manufacturer or his distributors; hitless oiIteLwlse
noted in the Notice of Acceptance. The prints need
not•be re- sealed by an engineer.
7. Failure to comply with Standard Conditions shall be
cause for termination of Approval.
• . . . . . . . . . .
1 Diamond, i'.
roduct Control Division
Supervisor
Seavia Indus rlea Inc. ACCEPTANCE No.: 90- 1019.9 R
APPROVED
EXPIRES
NOTICE OF ACCEPTANCEt SPECIFIC CONDITIONS
s Nov. 9. 1992
: Dec. 10. 1993
Assembly of Metal Components
Type 3 Connection:
Fasteners shall be 2024 -T4 aluminum stainless steel or
cadmium plated steel and shall be:
3/16" aluminum pop rivets or
114 x 3/4" Hex head, Tek screw or
•20 x 1/4" x 1" machine bolt and nut.
d) jdentification .
Each unit shall bear a permanent label with the ira.ni:fact:ser's.
logoalong'with'the instructions 'to the owner forsecuring
the shutter during a hurricane alert..
e) Application for building part
Submit two duplicate prints of the approved drawings listed
on page 1 of this Notice of Acceptance, along with plot plans
indicating openings to receive awnings.
2. This renewal supersedes Product Approval 190 - 1019.9 dated December
10, 1990.
Gil "Diamond, P.B.
Product Control•Divislon
Supervisor
METROPOLITAN DADE COUNTY. FLORIDA
SIEf ROOADE
Ronald A
Jams, Ana,
Grrn•r errim
Maras Al. BIM
Lanirr'C, A. Bonn
Ted Bridi,
O,mr lemon
John Calpfni
Eduardo Canna
Jor•r dr la Tomrn,r
N.
Carbon Dcck.er
Arnold Goidwnn
R,chord H. Honor
Daniel L MS
John Lnd,rro.n
Stem+ Lowe
. lo,rph Hofher. Sr
Jame, Ar..rr
Killian Rile
Armando H. Ago
Thorn, Unerboci
Allred Ili irbrod
Rudy *Mons
sari GwnJ,an,
John Anon no
SW/
Oait, Dover
sand% Mb
Gr Drrwa+d
(305) 375 -2612
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Seaview Industries, Inc.
3750 N.W. 46 Street
Miami, F1. 33142.
Your application for Product Approval of Aluminum Folding
Shutters under Sections 203 and 204 of the South Florida
Building Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans,
specifications and calculations as submitted by V. J.
Knezevich. P.E. along with drawing 190 -193 sheets 1 and 2 of
bated 5 -20 -92 and revised 5 -20 -9Z has been accepted by Produc
Control to be used in the Unincorporated areas of Dade County
under the Specific Conditions set forth on pages 2-2a and the
Standard Conditions on Page 3
ACCEPTANCE No.: 90- 1019.9 R
APPROVED
EXPIRES
APPROVED: November 9. 1992
METRO -DADE CENTER
•OAlID Of RULES AND APPEALS
SVTTE 1010
tit Nvi t•R STREET
MAUI. rL0AIDA 331211-tt74
WI) 376221
: Nov. 9. 1992
: Dec. 10. 1993
**PLEASE NOTE**
GENERAL CONDITIONS
-1-
Gil Diamond. P.E. %.
Product Control Division
Division
v. Vol • / ; . . . •• •n.
• ;
•
BOARD OF AND APPRALS NOTICE OF ACCEPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Board of Rules and Appeals td be used
in the Incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
Charles Danger, #.E.
Secretary
Metropolitan Dade County
Board of Rules and Appeals
_Seav1ev Industries. Inc. ACCEPTANCE Ho.s 90- 1019.9 R
APPROVED s Nov. 9. 1992
EXPIRES s Dec. 10. 1993
1. This approves a folding type storm shutter, suitable for
installations up to 350 feet where manufactured to the following
specifications.
a) Maximum allowable vertical spans for various elevations shall
be as tabulated on approved drawing 90 -193, sheets 1 and 2 of
2.
b)
c)
Iterials and Construction
Extrusions: 6063 -T5 aluminum alloy
Louvers t 6063 -TS aluminum alloy
Frame Components
Header, wall mounted - 3.87" x 1.350"
Header, Ceiling mounted - 3.124" x 1.350"
'S 111; 'wal'1 'mourited� 3.030" x 2.875"
Sill, sill mounted - 3.138" x 1.562" and
3.012" x 1.612"
Sill threshold type
Louvers
NOTICE OF ACCEPTANCEt SPECI?IC CONDITIONS
▪ 2.750" x 0.875"
• 3.709" x 0.062•
Ma hod of I stallatinn
Attachment to supporting structure:
Fasteners shall be spaced not more than 16" o.c. and shall be
as follows
Type 1 Connection - 1/4" x 1 5/8" thunderbolts
Type 2 Connection - ' 110 x 2• sheet metal screws in
lead anchor or 1/4" x 1 5/8"
T -bol
it Diamond, P.E.
Product Control Division
Supervisor ',
l. • ..J
METRO-DADE,
f15�sii.+la ;L
GD:rd
c, tamiprolgiNet (era15e a v iew
i.AJUJ J!J GUtdO \.UUL: LL/illl'Lln. \LL:
EXTENSION TO EXISTING NOTICE OF ACCEPTANCE
Their application is currently being processed.
METROPOtnAN DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE DEPARTMENT
SUITE 1603
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET
MIAMI, FLORIDA 33130.1563
(305) 375.2901
FAX (305) 375 -2908
Seaview Industries, Inc. has filed with this Office a request to renew their Notice
of Acceptance #90- 1019.3 R3 relating to their aluminum folding shutter.
In the interim period, please accept this letter in allowing their product to be
installed under their expired Notice of Acceptance #90- 1019.3 R3 until a formal written
Notice of Acceptance is available and /or no later than May 29, 1994.
January 21, 1994.
LINWL-
iI "Diamond, P.E.
Product Control Supervisor
LgIUU2
DkV L tA- C GO
‘2.6b b c
1
G o
PSdx PprI
7X/
g 13
l✓15T,�,t STbtZm Skyit#iti
eA5
METROOAADEE
CJi.inw41w
8rnrom S. IsHnhau
I1cr•Chasnwan
H.0 Latour
.Ilresbrn
Remold .I rrr
lanes .1ndj
Georjr Berlin
]hwnus .N. Block
La+.rrnce .4. 8eruon
d 8ndis
Oscar Brrnnon
John Culprit
Eduardo Guiles
Jorer de Iu Tornrnsr
H. Carlson Decker
Arnold Goldman
Richonl .1 /. llortnn
Domed Lets
John LindnroM
Steven Lu•e
Joseph tlokhrr. S�
James Power
IVllio+n Rd/r,
.I n.wndu 1l. Ri :o
17nonus L'n r rfiock
.4f icd I+ruernl
R&, Wilhom
Board C•Asidesuo
John Pisronwo
Staff
Charles Dealer
Salt 1+irenb
G! Dlamu '4
vr� ✓... V�/ V .
Seaview Industries, Inc.
3750 N.W. 46 Street
Miami, F1. 33142.
Your application for Product Approval of �1S11Ttif.um or �Ce °.1
Storm Panels under Sections 203 and 204 of the Sr,uth Flori'J,
Building Code governing the use of Alternate Materials and
Types of Construction, and completely described in the plans,
specifications and calculations as submitted by Knezevich A
Assarlates al with drawinu No. 92 - 125 das&d_9 - 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
ACCEPTANCE No.:
APPROVED
EXPIRES
PRODUCT CONTROL JOTICE_OF ACCEPTANCE
92- 0506.6
Nov. 9. 1992
Nov. 9. 1995
••PLEASE NOTE"
APPROVED: November 9. 1992
•
METnO.DADE CENTER
8OAn0 OF nULES AND APPEALS
SUITE ►010
11+ NW In STnEET
MIAMI cLon10A 1.1i29.1774
130S1 37s•2941
(305) 375 -2612
Gil Diamond, P.E.
Product Control Division
Supervisor
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGESJQR SPECIFIC ANQ
GENERAL CONDITIONS
BOARD OF RULES AND APPEALS NQTICE QF ACCEPTANCE
This application for Product Approval has been accepted by the
Metropolitan Dade County Boarc, of Rules and Appeals to by 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
• NQTICE QF ACCEPTANCE: SPECIFZC_CQNILITIOt1S
1. This approval covers aluminum or steel storm panels.
2. The panels shall consist of 12" wide shoots with ed'r -laps
forming 1 5/8" deep ribs and shall be fabricated of 3003 -1115
aluminum - alloy or steel as shown on following schedule.
c
0
-4
S.
Height above
Grade (Ft.)
.04"
9' - 2"
8' - 2"
0 - 5
5 - 15
15 - 25
25 - 35
35 -55
55 - 75
75 - 100
100 - 150
150 - 250*
250 - 350*
7' - 6"
7'
6'
6' - 4"
6' - 1"
5' - 10"
5'
5'
- 5
- 1"
-2-
PANEL SPAN
Aluminum ( +)
9' - 2"
8' - 7"
8 - 0
7 - 8
7 '
6' - 10"
6' - 7"
6'
.05"
3"
- 3"
5' - 10"
5' - 6"
kPPROVED
EXPIRES
.063"
9' - 9"
9' -
SCHEDULE
8' - 6"
8' - 3"
7' - 11"
7' - 7"
7' - 5"
7' - 2"
6' - 9"
6' -4"
• _—Hov. 9 1992
• --t?Q V .
Steel Cauge
20
11' - 11"
11' - 0"
10' - 4"
10' - 0"
9' - 8"
9' - 3„
9' - 0"
8' - 7"
8' - 0"
7' - 6"
*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.E.
roduct Control Division
Supervisor
18
13' - 1"
12' - 3"
11' - 5"
11' - 0"
10' - 3"
10' - 3"
10' - 0"
9' - 7"
9' - 1"
8' - 10"
'METROPOLITAN DADE COUNTY, FLORIDA
METRDOADE
Chairman
Benrom S. 1t{,rtho■•
tift•Chsineen
110 Lasseter
Member,
R„nnld .4 I( ,r
.Trios
Genre, Berlin
Th.,.nai M. Black
Lts .v,nr♦ .4 R„rnan
Ted (kith;
Ott nr Brennan
/nhn Cu/pmt
Jurr• d, Id T,rn,,.t♦
11. Carbon Det l er
.1 rw nlll G,ld..h,n
Richard 11. hewn.,'
Dunirl Le et
Inhn Lindsrnan
Svelte, Lame
Ju rph .t1.,th,r. Sr
/Runes Amer
It'rlliunr Riln
l rnhsndu
Monies L tr,rhnt l
110.11 Ilirlhn,/
Rudr Il it /h,nl r
Boerd Cdntnbonf
111IOt P11,u With •
Pelf
L7,.,,i,t Hoar,.
Si.,hl It�.areh
rail D•.nn..hl
ON.
METRO.OAOE CENTER
BOAnD OF RULES AHD APPEALS
SUITE
111 N W 1sl STREET 1010
MIAMI cLOniDA 33128.197'
(30s) 37S•2981
(305) 375 -2612
NOTICE OF ACCEPTANCE L STIINDARl2._CQNUJTjONS
1. Extension of Acceptance may be considered after a ne»
application has been filed and the supporting data,
test reports no older than ten (10) years, have been
re- evaluated.
All reports of re- testing shall bear the seal,
signature and date of an engineer registered in the
State of Florida.
2. Any revision or change in the materials, use, or
manufacture of the product or process shall
automatically be cause for termination, unless prior
approval is granted for revisions or change.
3. Any unsatisfactory performance of this product or
process or a change in Code provisions shall be
grounds for
re- evaluation.
4. This acceptance shall not be used as an endorsement of
any product for sales or advertising purposes.
5. The Notice of Acceptance number preceded by the words
Dade County, Florida, and followed by the expiration
date may be displayed in advertising literature. If
any portion of the Notice of Acceptance is displayed,
then it shall be done in its entirety.
6. Product approval drawings, where required for permit
applications, shall be provided to the applicant by
the manufacturer or his distributors; unless otherwise
noted in the Notice of Acceptance. The prints need
not•be re- sealed by an engineer.
7. Failure to comply with Standard Conditions shall be
cause for termination of Approval.
1 Diamond, I'
roduct Control Division
Supervisor
Seaview Industries, Inc. ACCEPTANCE No.: 92- 0506.6
3.
APPROVED
EXPIRES
NQTICE Of ACCEPTANCE: SPECIFIC CONDITIQNS
Lvv. 9, 1922
Uov. 9. 19
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 diwensioned 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. •
6. This renewal supersedes Product Approval 89- 0426.10 dated May 8,
1989.
Supervisor
01(.1
Gil Diamon v v
Product C Division
a. .
d
a
sheet no.
1 of 1
drawing no.
P
in
b
.064'
(TYP)
SLIDE CLIP
075
(TYP) co
CONC. ANCHORS PER
K.A. DWG. # 92 -125
SCALD PUU.
40 CLIP - 6063 -T6 ALUM.
u�
N
•
u�
0 PANEL RAIL CONT.
6063 -T6 ALUM.
EXTRUDED STORM PANEL CLIP
SEAVIEW INDUSTRIES, INC.
ALLOY: 6063-T6
Clip and Panel Rail
7 FT Dot Average W ®3.5 FT
= .00256 x 120 ( C) 2/7 =
19.95 PSF W. 19.95 x 1.1 = 21.9$
P.s.
P Q. Top = 21.95 x 7/2 x 2=
38.4 # /6"
ALLOWABLE LOAD ON CLIP:
fb ='20 ksi x1.333 = 26.66 ksi
sl = 1.125 x .075 = 0.00105 In
f6 = 26666 = M
.001055
max M allow 2 8.131b - in
= P x 0.6875
P = 40.9 lb 38.4#/6 w: v,K .
ALLOWABLE LOAD IN IANEL RAIL
P x 0.6875 R1 x 0.4375
R1 = 0.6875 P = 1.57P
o.4375
P + R = R2 = 2.53P
1
M = 2.57P x 0.9375 = 2.411
26666 = 2141P
.004096 ,;
P = 45.3 lbs ? 38.4 # /6
S2 = 6 x 0.064 = .004096t113
Use 1 1 /8 long clips
6" o.c.
KNEZEVICH do ASSO• ATES,
ENGINEERS. PLANNERS 1. PRO DXT TESTING
64t NOKENA DRIVE
NUWI SPRINGS. PIGRID•. 33166
PHONE 1305) 883 -9371
-
4
N , v_1I 4
PAN SPAN SCHgOULE -
HE1C.,I-tr tom.
G (r-r,)
ALUMItJUNt
.es S
(t)
�
. ,0103 "
61' L
Zo
ALI E.
113
.04
0 - 5•
11
' �
9 2
Q
9L9
! I i la 1
6 -• I5
a -2
8 -7
9 -2
I I -0
1 ds _. 25 •
71-4,1
ea ..
' 0Lli
id, 41
2s - 3g
71-.1
71 r>
8L3' `
tot-d
35- 55
6 11
7
7
/L b'
5'S - 75
co
4 -10
. - / -7
q
t
A
0
ys- LOO
GL 11
I_71
7 1 , i
iL
100- 150 '
S
& 1
5 -v
71_2.
(L q 1
°. ,
8 1 -7 4
L
154- 2,50,
5 S
260 350
s! 1
ri i ll
�
FASTENER SCHEDULE
4
N , v_1I 4
.S KIG,
: As'
0� v.G•.
351.3.,,x- 'O
(2. n. � .
pLPRO PPOa,cT3
®LOCKRAIL (s063-TS)
FULL SCALE
I I
w WEB ■• s MOM Mill a. WNW -••.- •• .omill •a..•,rwr sal aA aid •• moll •
d
MIN.
®PANEL (3003 _ }.
1
•
QQ LOCK RAIL (so6a Ts)
FULI. SCALE - --
11 4 1 x2.0 64'w I N i } ?AJ� TAM ar I N SN 11:1. _G�
OR } 's„TA l PR1 V E. PINS (6t= .. FA ST E1154 t'P1J L.1A)
STORM PANEL ELEVATION
• r v 1� b( 44EGUL )
a l�
PAL- 1LL..5
Mime
LG1(...44 1 t4 P1 N s Ott CLAPS f
L .+ i1 )4 20 I sTAFC / TAMPIN 6111
Olt y4' I 5:1 19RIV� 1
oprzNINc, \VInTN
NoMINA1.. \`I1bTN N \\I- OLD Pae+
FULL SCALE
S/t ‘ I VII SL.v�rs
vac... wit_ I. t' K..
C..1.41"
fi
0 •
SECTI N A-A .3u.
r ,'
1.00
.050
®LOCKRAIL
- N.T.S.
. II_ nll
IMMO
k
-.0 45
.oa3 •
gr
N
.140
- ••■•
P1UN.
'
•
1 4 1 A 14 6 Larse
b' o. e.. rot. Lx44.
Type.' b apt . l< t
GENERAL NOTES:
LO C K RAIL (60 -T6
N.T. S , r..
VERTICAL SECTIONS
PANELS ARE ATTACHED.
. SPAN SCHEDULE `HAS ' BEEN DESIGNED, FQR NOM;- COASTAL
ZONE INSTA " 7 -°
3�a
®HEADER (6063 -T6)
FUII, SCALE
LOCKING PIN (6063- -T5)
,FULL SCALE
TY ice. I & d.ON N TION
1. STORM PANELS HAVE BEEN: DESIGNED ° IN ACCORDANCE WITH:
A. THE 1988 EDITION OF+THE SOU'H FLORIfDA BUILDING CODE.
2. `ALL, SCREWS AND BE STAINLESS; STEEL, HQT, DI ED
GALVANIZED STEEL OR ALUMINUM ALLOY 20241 -T4
3. IT SHALL BE THB .RESPONS4BIL,Y OF THE 0)WNER TO DETEAMNE
THE. STRUCTURAL ADEQUACY OP tHE BUILDING; TO WHICH STORK'
1
•
TYPE IC I
cvt4l JJr!aPT
O(i3
N.T.S.
Tyre. Id GGNNI�i
T'f �A C.cat4NITT1ON
®HEAOER (6o63-T6)
FULL SCALE
11 \vi .C iti14
cAt7• PLA - 109
Ht�►T T0- TPA TO 41/4a.
RrvGKvELL G.
® LOCKING ' CLIP
N.T. S.
'TYPE. I
PEg 01C
-rYrE. IG
CoNN Tiot4
N.T.S.
® rALI
I
r 7
Q N v.pt:JG
L ,1GK1 MC"
P' IN
•
c
I
TYPE 'E' CONNECTION
Loc}ctNCry
GLIP OK
LOG )< i NG-j
P_
L o }ct r4c1
I°IN osiL•y
O Lout
RAIL.-
1 /4. s ci t30LTb(S,S)
e I> o.�.
L 214. SrgM 114.
i ALUM AFJl.�L�
W at*.#4 O'
TYPE 'A' CONNECTION TYPE' ' CONNECTION
N.T.S. • - -
o t...0 ‹...K
TYPE
N.T. S.
I
: 0 P•AJAXL. I
jt
r ' '
I , I ,
I
� \,_
I I
t
I II
CQNNECTION
l
L
•
l'J Lo .KI P>C,
U..I
LOC.XiMC,
PIN
L OGX
fe,A4L.
TYPE
N
tsrbagrxiktd FOR It.X..h,U.T1QA.i5 '4 1 ` 3 0 .
lae.AMP t1G44N G 1l1.M.. b+ _C4001-1
4 ZO
I STAlt TAM►'1 tJ
Olt
F eeAR.I , t7ien/ t�1 tom. 1
(rY pr.. peDg ALL..
Loe,,x WAIL: cONN )
L 11∎141
PIM
RAIL.
.CONNECTION.
TYPE 'F' CONNECTION_ ,TYPE 'G'-- CO.JNECTIdN
N.T.S r N.T.S.
•
L.ct.IC
RAIL.
r
ur. A5-,NV v
50 z:
f, 4 (
Z5a'-35"0'
I5:2' -z5d
F3'- 1
10 -150
G1'_ I i
- 15 1 - ! C y , '
c-1' - 4 -
5 S'- 1 ,I
9 1 - - 'I
35'- 551
el ' - I I
ZS' -
I -
I: 1 - 4 7'
I O'- 1
5- 15'1
11'- '
0- 5'
II -'III
MAXIMUM PANEL SPAN .8 ANC OR SPACING-
.
. .COASTAL ZONE INST L
i-„:3r
.
i '
• „
----- ----r.......-.-7--
' b l - '
: 4 . ,
'--, --; ::_ ir '''
HEIGHT IN FT.
CLASS No. 1 BUILDINGS
-, , 8 No.2 BUILDINGS
ABOVE GRADE
(h)
_
.
MAX. PANEL SPAN
A
CHOR .
...c:
SPAN
MA4.'PANEL ,
x., . , ,,
ANCHOR
END ZONE
INTERIOR ZONE
S'afACING
ENO' ZONE
INTERIOR zoNg
SPACING:-
0 ''. 5
/ / • -1 i I
l 1 1
a '
Z*316:a,
.....
/0 •
•
i #
. // • 9 -
le)"‘P. a.
5-15
//-i" 4
//5y
#2:
-
15-25
0,-611
I If
io-/c•
16" 0. a.
I il
q -<, '
/0 '• (s
25-35
10"2 a
10
i o. e.
q
mow...
35
I 1/
q - II
/c)!."
i P ,,i4-1,
q !I il
/ /... / a
ri." o . ,-, .•
55-60
I
.4-
1 •
/0O
14' A a.
,
otil'‘Iii
q - /0"
II 9, .. : ,
60-75
_...
......
es -2 ,
.......... •
9' : 7 0
t Ia. ,;,
_
75-100
.
.......
.
,
1-'7"
svi 4" .
1 " ..,, ..:.
_
100-150
Ial*NIN.
70
I li
• e)
ce
10 ...,...:.
_
150-250
•
••••••••■•
••■
F...
5 0
il
s=5
..i.
—
011111111•11116111MOBOMIIPAMINIMMOINO•
areistommicasslzirall*Masiamsassariertaissit Ammer
11.16111•1•11.111110■11141..
,AlwILAMI•Ed111
•
r
N
;
..•
3
•
1
1
dia
A
AMY
• , , t •
. • '
•
•
•■••■••■■4180.09•10004
•
-1•
NOT e
ar.5.
eNotoNe
.54 g.
nrk.454. a' /J. /
' • •
V/2 'firer)
TYPICAL PLAN Ofi OWL 0/NG
WI OR Wz
ENO ZON
v vr
WI (Ater)
E (see rAine 1440
NO ZONA'
-.4.40•410
1.1r. jr ..■ 1100 01 N 1 L.
TYPICAL E 1.CVATION 00 WALL ANALYZe0
Af.r. 3.
TABLE No I FOR ENTCRINc3 TO 5471COULE
17 (see 3ovsocIL.4
H(sir)
E(.-err)
EWILOINI5
CONOI TION
c LASS kr..
61.0411.
O< 60'
go wacto.8001
Wife 3.14.4-
LLEIS aur mar Les,
1/114.14 0.06 w OM
'ear
eivccoseo
.CL.A65 14. 2
.01.0c36.
> 60'
0.10 W OR J. e•ON
LYMICMOve4 is
,r1.41ALLOolt.
CNCL.05C0
40.11.
•
W t MINIMUM vvior#4 Of 431.0.5 (see TYPICAL PLAN)
st 11figIMC1/44 Oir (WI WIC)
2- e NO zoNe:oepiNeo DIMCNSION i e l (CEIS TYPICAL
01..eVisr/o/v.)
INTERIOR ZOHNI: O1'INNO �Y THE RettAINING ARCA 0,
T'HA WALL ANALYZ40 (51 TYPICAL eLeVATION)
h s //IN T AdOYZ GRADC TOP Oti• I=PANIEL-
411.0A.0
1
k.