PLANS•
vi6rlt-161 111.8
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ex 10:461
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Ex 1- 1INDokj
NEW FttNcH
DoQKS (s) 2 4 x 14
EK15TIOG 0I1
sour{ EL/4TOH
EXIST. 1rJ
::
— G •e IS nN al FIAT Roo.
ExlgrltJc, kJI�JDp 4c,
rxISrNN61 AL.uMINUM
CaRPopr
NEW fENc1 povity
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SCALE: - / ' o APPROVED 61:
OATE 9_3� 9 i a // ,13 } 6
RE
P P e.aiv
eRe-
ORAwN 8Y
ORAWING NUMBER
I N
a
__ II/
i)
•
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SCALE: - / ' o APPROVED 61:
OATE 9_3� 9 i a // ,13 } 6
RE
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ORAWING NUMBER
Box Bm. 2 X 4 I .062
Box Bm. 2 X 4 .120 .055
5 -11'
Box Bm.
Box Bm.
Box Elm. 2X7
11 ' - 1'
10 -7' 10' -1'
12' -9' 1 12' -2'
SIZE
2 X 3
Box Col. 2 X 4
Box Co.. 2X4
Box Co!. 2 x 5
Box Co!. I 2X6
Box CoI. 2x
SIZE Ti I T2 TYPE MAX, BEAN, SPANS AT
5'-0' 1 5'-6' 6' -0' 6
2 x 2 .055 I .055 HOLLOW 6' -11' 6' -9' 6' -7' 6
2 X 6 .130 .055 LAP 19' -10 19' -Y 18' -5' T8' -2
2 X 6 .120 .062 SNAP 19' -11' 19' -4' 18' -9r 18' -r
.130
.130
BEAM AND COLUMN SCHEDULE
SNAP 22' -11'
16' -6' 15' -9' 15' -1'
21' -r 21'-0
6' -8' 6' -G' 6' -2' 5' -11'
11' -9'
15' -10' 15' -1' 14' -5' 13' -10'
GIVEN SPACINGS
7'-O' 1 7 '-6' 8' -0'
7'-O' 7'-6' 8' -0'
11' -4'
13' -4'
13' -11'
20' -1'
10' -11'
12' -11'
13'-6'
16' -9'
17' -1'
19' -r
7' -3'
8' -9'
10' -7'
12'-6'
13'-0'
.055'
Box Bm.
Box 8m.
Box 8m.
Box Bm.
Box Bm.
2 X 7
2X8
2 X 8
2 X9
2 X 9
.280
.224
.224
.224
.320
.070 LAP
.072 LAP
.082
.072
.082
2 X 2 I .055 .055
27' -1' 26' -3' 25' -5'
28' -8' 27' -9' 26' -11'
LAP
29'-
2 r -
2T -r
24' -9' 24'-?' 23' -7'
26' -3' 25' -7' 25' -0'
26' -r
25' -11' I 25' - 4'
30' -8' 30' -O'
34' 33' -V J
23' -2'
24'-6'
24' -10
Box Bm. 2 X 7 .130 .055
NOTE'
MARK
Box Col.
Box Col.
Box CoL.
MAXIMJK SPACING OF P'URLINS • 84'. MAXIMUM AREA IN ANY PANE_ + 56 S0. FT.
MAXIMUI. SPACING OF 2X2 CHAIRRAILS - 60' AVG.
M XIM:1M. SPACING OF 3X2 CHAIRRNLS . 72' AVG.
2X7
2 X B
CLEAR SPAN OF
2 X 6 CARRY BEAM
10' 6'
12'- 0'
14'- 0'
16 0'
16 o'
.224
=MAXIMUM
41AXIMJ14
.MAXIMUM
23 - 4'
14' -0'
.082
MAX SPAN OF
SCREEN ENCLOSURE
LAP
Bag NOTEs MAX SPACING IF CHAIRRAILS IS 78' SPANS SHOWN ABOVE ARE CLEAR SPANS. 4' MAY BE ADDED TO EACH SPAN SHOWN.
2x3 AND 2X4 NON -LOAD BEARING BOX COLIINS KAY BE INCREASED AN ADOMOhAL 10 % TO THE HEIGHTS SHOWN ABOVE.
AU. OTHER COUJIANS TO REMAIN THE SAME
NOTES'
1) Rai AND SIDES SHALL DE COVERED VITH SCREEN CLOTH BEING 60X I'CN CR GREATER ONLY.
2) THE EXISTING STRUCTURE MUST DE CAPADL.E IF SUPPORTING THE LOADED SCREEN ENCLOSURE.
3) METAL STRUCTURES VITHIN 5 FT. OF SVIMMING POOLS SHALL DE GROUNDED PR N.E.C. 680 -22
4) ANCHORS TO CONCRETE & MASONRY SHALL BE 3/8 X 3' ANCHORS OR APPROVED EQUAL
UNLESS OTHERYISE SPEC
CARRY BEAM TABLE
CLEAR SPAN OF
2 X 7 CARRY BEAM
14'- 0'
16'- 0'
18'- 0'
20'- 0'
22'- 0'
COASTAL ZONE ( A - :,E 7 - 88 )
21' -r
20' -T 19' -9' I8' - ta' -r i 17' --8'
SPANS SHOWN A80vE ARE CLEAR SPANS. 4' WY BE ADDED TO EACH SPAN SHOWN.
MAX. COLUMN HEIGHTS AT GIVEN SPACINGS
1 6•-O' I 6' -6' t
22' -0' 21' -4'
23' -10' 23' -!'
20' -9'
22' -1'
MAX. SPAN Or
SCREEN ENCLOSURE
xMAXIMJ9.
27' -7'
14' -9'
10' -1'
&MAXIMUM SPAN SHOWN IN BEAM, TABLE ABOVE.
21' -3'
2 Mxrca¢T
20' -5'
18' -8'
19' - 9'
1T -1'
18' -1'
19' -2'
:TxUCT�� merrimero
IS lea
6' MAX.
_ STAN OF
CARRY BEAMI INCLOS,IRE
2.2.5/1 2' ANC+1.s arm
2 1/4' THRJ80 -TS AND
3/6 HAGS AS SHOWN.
TYP. CROSS
SECTIONS
T -1
SNAP BEAM
T -1
LAP - BEAM
2 X 2 PURUN
1 X 2 PATIO
DESIGN CRITERIA' SOUTH FLORIDA BUILDING CODE
ASCE 7 -88
WALLS DESIGN VINO LOAD IN L OUT 19.6 PSF
TEST LOAD WIND IN L OUT ----- --_- 29.4 PSF
ROOF LIVE LOAD UP L DOWN 10.6 PSF
TEST LOAD UP L DOWN 15.9 PSF
DDIECTION LIMITATION 0
ALUMINUM ALLOY 6063 -76 UNLESS DT)CRi15E SPECIFIED.
INDICATES
1/4' THR;430LT5
WITH tx tx 1/8' ANGLES.
T-2
T -2
3/6 THRUBOLTS.
SPECIAL U- BRACKET
1 1 /C■ 1 1/4'4 1/8' DIAGONAL WIND
BRACING.
SPECIAL U - BRACKET
.22 THICK WITH
1/4' RADIUS
USE 3/164 5'x (DEPTH OF 8E40 PLATES
ON ALL INTERIOR ROOF BRACES WHERE
INTERIOR SPUCE PLATES DO NOT EXIST.
1/4' RADIUS
90 Li-BRACKET WAY BE USED
IF PROPERLY POSMONED.
CORNER ROOF BRACE DETAIL
.
2X2X1/4' STRUCTURAL ANGLES V/
1/4' THRUBOLTS AND 3/8'x 3' ANCHORS
AT EACH COLUMN.
USE 1/4' ANCHORS BETWEEN COLUMNS
ON 24' CENTERS.
/14 X 1' SMS MAY BE USED IN
PLACE OF THRUBOLTS.
MIN. 8'X8' CONTINUOUS FOOTING V/ 1 B5
DETAIL OF ANCHORING TO FOOTING
ANCHOR BOLTS TO EXTEND 1 1/4' BEYOND
CHATT. OR BRICK PAVEMENT SURFACES
NOTE: COLUMNS ALONG END WALLS
REQUIRE ONE PAIR OF 2X2X1/8' ANGLES
UNLESS COLUMNS ARE 2X5 OR GREATER.
THEN TWO PAIR OF ANGLES
ARE REQUIRED.
REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PAR
THEREOF FOR CONSTRJCTION OR ANY OTHER USE
BE DONE BY RAMMS ENGINEERING, INC.
THIS PLAN 1S O 'AUD UNLESS SIGNED AND S
ROBERT S. MONSOUR FOR EACH SUBU.TTAL.
WHEN
ROOF BRACING LAYOUT
BOX COLUMN
USING 4 ANGLES,
THIS MEMBER 15 TO BE USE:
FOR ALL ROOF BRACING.
1 1/4'x 1 1/4'x 1/6 DIAGONAL WIND
BRACING.
USE 3/16'x 5'x (DEPTH OF BEAM) PLATES
ON ALL INTERIOR ROOF BRACES WHERE
O4TERIOR SPUCE PLATES DO NOT EXIST.
35' MAX
3/1f PATE °R 41
D43 LOCATION. �
I / 2 C 1 1,'2 SAS.
2 EACH SIDE OF C.OL'J1/.Y..
IA / PLACED INTERNALLY.
O O
41/2 1 I r
l I
1 I
1/4'X 3' TAPCONS
/ MAY BE USED AS FOLLOWS:
2 TAPCONS FOR UP TO 12' -0' SPAN
4 TAPCONS FOR UP TO 24' -0' SPAN.
AT EACH COLUMN.
AND 20' ON CENTER BETWEEN COLUMNS.
■
USE 2X2X1/8' ANGLES FOR SPANS UNDER 16'.
FOR SPANS OVER 18',
4 - 2X2X1/8" BASE ANGLES
MAY BE USED AS SHOWN
IN PLACE OF 2 - 1/4!' ANGLES
ON COLUMNS SUPPORTING BEAMS.
1/4'X 3' ANCHORS MAY BE USED.
APPROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
DAT 1. 1
BY y,�
PRODUCT CONTROL 0 VISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE N095 06/5.05
� \" / fir M
EjaM
( 2X3, 2X4, 2X5 AND 2X6 BOX BEAMS )
USE 1/8' X 2' X 3' STRAPS WITH
6 114 SMS TOTAL ( 3 EACH SIDE OF SPLICE )
( 2X7, 2X8, 2X9 AND 2X10 BOX BEAMS )
USE 1/8'X 2"X 12' T fj ° CIk' OF SPLICE )
72' 14 114 SMS TOTAL.
3/16' X 1 1/4' STRAPS MAY BE USED
/ IN PUCE OF 2 :,STRAPS.
VARIED
,Ox COLUMN
0
0
6" BOX BEAM
TOP' BRRAACE�
CI:MUTTON
2X2 PURLIN
1X2 PATIO
I typical
9" BOX BEAM
2X2 'U'
CHANEL V/
V4' THRU
BOLTS
4' THRU BOLTS
K - BRACE DETAILS
ALL PLATES
3/16' PLATES WITH 114 SMS AS SHOWN
CUT PLATES TO FIT INSIDE OF
BOX BEAMS AS SHOWN ON DETA
MANSARD BDX
BEAM SPLICE DETAIL
BOX COLUMN
0 0 0
8" BOX BEAM
0 0 0 0 0
typical
10 BOX BEAM
64f MAX.
Y AND 4' BEAMS.!
1/r THRU9•?L
0 o °1-1- 1 °1-1- r
- 0 0
� 0 0
o j l �_ } 3' RISER X 12' VIDE
p�pical ALUM. ROOF PANEL
4 1/4'
2' NOM. FASCIA
1X2X3/16' ANGLE 10" LONG
AT EACH SCREEN ROOF BEAM
4" BOX BEAM
3" BOX BEAM
0 ° ° I 1 7/6"
0 °
r
apical
5" BOX BEAM
81DtCATES tX tX 1/6
ANGLES 4' LONG WITH
/14 X 1 1/2' SMs
INTO TRUSSES AND
/14X2 S4SINT0
ASCNS.
113F' VIEV OF
3/16' PLATES TO REINFORCE 'K' BRACE
BOX COLUMN AT BRACES, CONNECTION
2'X2'XI /8'ANGLE
VITH 2 *10 S.M.S.
IN EACH LEG
815E ANGLES
MIN t X t X 1/8'
TYPICAL ELEVATION
U- CHANNEL. OPTIONAL
/ 1/4' MIN. THICKNESS
1'x rx 3/16' ANGLE. r LONG
WITH 3 -1 /' THRUBOLTS TO C0W N.
2X2 ROOF MEMBERS.
END WALL POST DETAIL
SPECIAL Z BRACKET Y LONG
AT EACH AU1MONU11 RAFTER
FASTENED TO FASCIA WRM
V/ 3 3 /16'x 3' LAGS
REPRODUCTION AND APPROVAL OF THIS PLAN OR ANY PART THEREOF TH15 Pi.A IS INVAJD UNLESS SIGNED AND SEALED BY
FOR CONSTRJCMOS OR ANY OTHER USE SHALL ONLY BE DONE BY ROBERT S. MONSOUR FOR EACH S'JBMTTA..
RAMI[S ENGiN.ERPND. INC.
*10 S.M.S.
BRACE
COLUMN
2'X3'X1/8' ANGLE ON EACH SIDE
STRUCTURAL GUTTER DETAIL
1x2 !EMBER
1'X2- 1/2'X1/16'
COVER PLATE
WTTH /10 Sus •
/10 X 1 1/2' SIAS
! EN0 WALL
I , COLUMN
OVERLAP BEAM TO COLUMN
AND FASTEN WITH 3 /14 SUS
EACH SIDE AS SHUN.
USE 4 114 SMS
FOR 802 1 902 BCX BEAMS )
2'x Ix 3/16
ANGLES
2' NOM. FASCIA
BOX BEAM
*14 SMS AS SHOWN
rX2'x1/WANGLE
WRH 2 /14 SMS
D4 EACH LEG
3 1/2' X 6' X 1/8' PLATES
NOTE LARGER PLATES MAY
BE USED IF REQUIRED.
ALTERNATE BRACE DETAILS
TVO 1/4' THRU BOLTS
OR 4 *14 SMS
1/4' THRU BOLTS
STRUCTURAL GUTTER BEAM
TVO 1/4' THRU BOLTS V/ WASHERS
BEAM CONNECTION
USE rx rx 3/16' ANG ES
VITH TVO 1/4' THRU BOLTS 1
TVO 3/8' LAGS TO FASCIA
114 SMS MAY BE USED IN PLACE OF
1/4' THRUBOLTS
ALTERNATE 1' FASCIA WITH 2" SUB FASCLA.
•
2X2 BRACE WITH 1/8'
PLATES EA END WITH 114 515
AS SHOWN.
2X2X1/8' ANGLE V/ *14 SMS
AND 3/6x r ANCHORS
TYPICAL EACH CORNER
2X2 SNAP AND 1X2 SNAP.
CORNER DETAIL
CDLU N
BEAM TO COLUMN CONNECTION
CONTINUOUS DIVERTER
fp X BEAM (optional) 2X2
1/4' THRUBOLTS
t3 SHOWN.
5 /16'X LAGS
4 AT EACH BEAM AND
12' D.C. STAGGERED
tX Ix 3/16'
ANGLE 3' LING
V/ 1/4' THRU BOLTS
AS SHOWN
2'X2'X1 /8'ANGLE
WITH 2 *14 SMS
TO THE COLUMN
and 1/4'x 3' ANCHORS
CONTINUOUS 1X2 MEMBER WITH /14•X 1 1/2* SUS
24' 0.C. ALONG GUI ILK. 2. Wm. FASCIA
PORCH DETAILS.
3" X 4'X 1/ 8' PLATES BOX BEAR'
WITH 4 114 SMS AS SHOWN. + to [�,.
0
SPECIA. Z— BRACKET f LONG
AT EACH ALL'NNJ4 RAFTER
FASTENED TO FASC.A MIN
3 3 /1(X T LAGS
1/6 OR 1'X 'tX 1/6
CONTINUOUS ANGLE WIN
1/4' THRUBOLTS AS SNJWN.
EXTRUDED GUTTER.
COVER PLATE wm4
/t0 sus.
2' FLLER BLOCK
2X2X1/8' ANGLES
2x2x3/16' ANGLES W/ 1 /ex 3 • ANCHORS
AND 114 SMS.
FOR CABLE BRACING N40 USE 3/8' ANCHORS FOR 2x7 AND GREATER BEAMS.
6' GUTTER DETAILS SEE SHEET 13.
BOX BEAM DETAILS
COLUMN
U
o;
BOX COLUMN
DOUBLE 202 WITH
3/e' X 6" LAGS,
2 AT EA. COL. AND AT 24' 0.C.
1'X2-1/2'X1/16' --�1
COVER PLATE
WITH 110 WS.
/10X /T sus.
EXTRUDED GUTTER
FASCIA CONNECTION FOR DOMES
SPECIAL Z BRACKET r LONG.
4' WIDE GUTTERS ONLY.
\ 1 3.75
yT1 I
ti
_. _!f ri ,
surrEx
BOX BEAM
INDICATES 3/8'X IF LAGS
AT EACH E)EA4 BEAM CONNECTION
USE 2'x 2'x 3/16' ANGLES
WITH 3/6 LAGS TO FASCIA
BDX BEAM AND 1/4' THRUBOLTS TO BEAM.
WAX. 4' WIDE GUTTER IdAY BE USED
AS SHOWN ON BEAM TABU SHEET /1
( VAX. LaD - 11OCI )
GUTTER BRACE DETAIL
2- 810X11 /2' SMS
CONTINUOUS 1X2 1 EACH PURLIN
2X2 PURLINS
810 SMS 24' 0.C.
TOP AND BOTTt
INDICATES 3 /6' X 6' LAGS
AT EACH BEAM LOCATION
auLx EA. LAG
1/16' U CLIPS WITH
810 X 1' SMS
AS SHOWN
APFROVED AS COMPLYING WITH THE
SOUTH FLORIDA BUILDING CODE
OAT 1
BY
PRODU CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE N0./5. d5
mr•x!
BMW;
/�iS'l7tL�';
refrofAllEt
■
1141"1"
►►F
mormozol
MIME
C.
IIMOST
2
END NON LOAD BEARING VALL SQUARE FOOTAGE
1 -145 1 146 -273
1 274 -363 1
364 -416
1 417 -443
TOTAL RIMER OF CABLES ON If FRONT MAD BEARING VALL
2
1 EA. END
4
2 EA. END
6
3 EA. END
8
4 EA. END
10
5 EA. END
4 WIDE GUTTERS ONLY.
3PEC!AL Z BRACKET 7 LONG. T T
'20 .216 .190
— }}-- -- — }� —
3.75"
4" Z- BRACKET
.1875
#14SMS # #
6' SUPER BRACKET VITH (4) 3/8'
X 2 1/2' LAG BELTS TD FASCIA
4.825
4.700
ALTERNATE GUTTER SIZL
CUT ETU 1X5' AHQE
y
1/8' STAIMFSS STEEL CABLE
1/8' STADIESS STEEL CABLE
DUJu CQfRESSILJ S EEVES
ALTERNATE
r
1/8' ANGLE BRACKET VITH (9) #14 X 3/4' SMS TO VALL MEMBERS
EYE -BOLT VELttD CLOSED VITH DOUBLE NUTS
COIfRESSItN SLEEVES
1/8' STARLESS STEEL CABLE
3' A,S.TA A -36 STEEL CLIP VITH (2)
3/8' X 3' SLEEVE AND RS TI] CONCRETE DECK
FASTEN SUPER GUTTER Ti)
Tl-E HOST STRUCTU?E VITH
114'x 2 1/2' LAGS 20' Q.C.
TOP RAIL.
THIS CUP MAY ALSO BE USED ON SIDE OF
CONCRETE SLAB. MAINTAIN 2' MIN. EDGE DISTANCE
CABLE BRACING DETAIL
6' SUPER BRACKET VITH (4) 3/8'
X 21/2' LAG BELTS TO FASCIA
MOTEL VHEN Ix2 PERIMETER ?CABER IS USER USE 2 SETS OF 1/4' ANGLES.
5" GUTTER BRACKET DETAIL
QUANTITIES ABOVE ARE FOR 3 SIDED ENCIUISURES.
REFER TO ENGINEER'S SITE SPECIFIC PLAN FTR OTHER CONDITIONS.
USE ONE SET OF CABLES ON RETURN VALLS
FOR SPANS OVER 16 FEET.
—1/8' STAINLESS STEEL CABLE
DOUBLE COMPRESSIDNSLFEVES
3/8' SLEEVE ANCHOR
2' X 3' X 1/4' ANGLE A EACH SIDE Lf ROOF BEM
VITH (4) #14 X 3/4' SMS TO ROOF BEAM AND (2) 3/8'
X 8' LAG BELTS I (3) #14 X 1' SMS TD GUTTER
ti
ROOF BEAM
11/4' X 5 5/8' X 1/8' FLAT BAR
ROOF BEAM
APPROVED AS COMPLYING WITH }}LE
SOUTH FLORIDA BUILDING CODE
DAT LSD 94,S
sr
DUCT CONTROL DIV ION
3UILD;NG CODE COMPLIANCE OFFICE
ACCEPTANCE NO.95 15.0_
REVISPONS
U
u
z)
w
5
MMNSOUR
8511
JUNE 6 1995
3
3
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-
METROPOLITAN DADE COUNTY, FLORIDA
METFID
Chairmen
Bertram S. 116nhou
lirr•Cheirmon
r /. Lallydrr
.Member:
Ronald .4trr
l .l riot
Gearte Berlin
Thornat Al, Blunt
(,a rrnee .4. Florian
Ted Bnrr,
Ovar Brennan
/film Culp,nt
forte de la Menem,.
11. Carllan Ortlrr
Arnold Goldman
Richard M. lNnnnn
Da Lr,i,
Jahn Lindstrom
Sines Lrn,e
latrph .Nalhrr, Sr
hones l'i srr
Million, RiM
I nnunJa %l. lb:„
Thomas (.•ttrrhatl
Il/rri 11 ;- ,thn%l
RuJt II',ih,u„t
Board Conutilonl
/ „h,, Pi t t„nnn
Sto ff
('h„rirt llar,pr
S,ah /t IIj Ill rrh
r ;il D„an,.ml
Ore
Allek
%6
METRO•DAOE CENTER
BOAne OF nUIES *NO APPEALS
SUITE 1010
111 NW. 1!1 STnEET
MIA',II, FIOFI10A 33128.1974
(305) 315.2981
(305) 375 -2612
NOTICE OF ACCEPTANCE_I ST/ DARD_CONU.I T..LONS
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 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,
roduct Control Division
Supervisor
Seaview Industries, _Inc.
ACCEPTANCE No.: 92-0506.6
APPROVED : Lev. 9, 1912
EXPIRES : Npv • 9, 194.x.
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIQNS
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 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.
1 DiaMOnl, D F
Product Control Division
Supervisor
METROPOLITAN DADE COUN 11 FLUrtiuiA
METRO DADE
Chairman
8errom S. Ithnhaa
tice•Chairman
H.O Luunrr.
►femben
Ronald .4 ter
lames . /nai
Geary 8rrlin
Thomas M. Block
La»rrace .4. Boman
J Bndil
Oicor Brennan
John Callum
Eduardo CUP nt
forte de la Tornente
H. Carlton Decker
Arnold Goldman
Richard M. Horton
Daniel Leas
John Lindjrrom
Stnen L,r.e
/otrph Mokher. Sr.
/ones Poser
William Rilrn
.Armando M. Ri;o
Thumat C'rterhock
41hrd µit,br•d
RuJ% ► ✓Iltamt
Board Contultau
/uhn Pi,ronno
Staff
Charles Darter
Sand• 4Inrrb
Cal Diamond
PRODUCT COJITROL _NQTICE CT ACCEPTANCE
�• 1
METno DADE CENTEn
BOARD OF nUIES AND APPEALS
SUITE IOIO
111 N W Itl STWEET
elOrNDA 33
13051 375.2gnt
MIAMI
(305) 375 -2612
Seaview Industries, Inc.
3750 N.W. 46 Street
Miami, F1. 33142.
Your application for Product Approval of _AlumiLu®_4_a1
Storm Panels under Sections 203 and 204 of the St,uth 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 Knezevich &
Associates along with drawing No. T2 -125 dead_2 -21-92 has
been accepted by Product Control to be used in k.he
Unincorporated areas of Dade County under the Specific
Conditions set forth on pages 2 -2a and the Standard Conditions
on Page 3
�J v
ACCEPTANCE No.: 92- 0506.6 ( Aif /
Gil Diamond, P.E.
APPROVED Nov. 9, 1992 / Product Control Division
Supervisor
EXPIRES Nov. 9, 1995
**PLEASE NQTE "
THIS IS_ THE CQYERSHEET. SEE ADDITIONALYAGES FOR SPECIFIC ANQ
GENERAL CONDITIONS
BOARD OF RULES AND APPEALS NOTICE j)F ACCEPTANCE
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.
APPROVED: November 9. 1992
-1-
Charles Danger,
Secretary
Metropolitan Dade County
Board of Rules and Appeals
1. This approval covers aluminum or steel storm panels.
2. The panels shall consist of 12" wide sheets with ev1.je -laps
forming 1 5/8" deep ribs and shall be fabricated of 300) -N16
aluminum alloy or steel as shown on following schedule.
c
0
7,
NOTICC__0£ ACCEPTANCE: SPECIFIC CONQ.ITIONS
Height above
Grade (Ft.)
0 - 5
5 - 15
15 25
25 -35
35 -55
55 75
75 100
L00 - 150
150 - 250*
250 - 350*
Aluminum ( +) Steel Gauge
.04"
9' - 2"
8' - 2"
1' - 6"
7 - 1
6' - 9"
6' - 4 "
6' - 1"
5' - 10"
5' - 5"
5 - 1"
PANEL SPAN SCHEDULE
.05"
9' - 2"
8' - 7"
8' - 0"
7' -8
7 - 3"
6' - 10"
6 ' 1 "
6' - 3"
5' - 10"
5' - 6"
.063"
9' - 9"
9' - 2"
8' - 6"
8' - 3"
7' - 11"
7' - 5"
7' - 2"
6' - 9"
6' - 4"
20
11' - 11"
11' - 0"
10' - 4"
10' - 0"
9' - 8"
9' - 3"
9' - 0"
8' - 7"
8' - 0"
7' - 6"
18
13' - 1"
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.
-2-
APPROVED
EXPIRES
: tiov. 9. 1992
• — 142v . 1, 199_ _ .
G 1 Diamond, P.g
roduct Control Division
Supervisor
Date t\ 1 Job Address f t\
Legal Legal Description - 1 4
Owner ) Lessee / Tenant Master Permit # ,.$ ?%Z9
Owner's Add..ess 4_4-3 1\
Contractir Co =A
Qualifier
State # y D53 7)
A:: chitect /Engineer 0 1 ‘ - 7 f \ f C IA d, 4-C/D1 ,7
Bonding Company \1�
Mortgagor
Permit Type(circle one), BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
/ A
WORK DESCRIPTION \ /'' !i _ �i1 � i - o Y1 -f / mcv%. y 1
Square Ft. Estimated Cost(value)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVITrtify that all the foregoing information is accurate and that all work will
be done in compl.4nce wi h all applicable laws regulating construction and zoning. Furthermore, I
e-tb abolce -nam contractor to do the work stated.
authoriz
Signature of owi'ern /or Condo President
Date:
PERMIT APPLICATION FOR MIAMI STH ORES VILLAGE
L-r
- itW Phone C , ?t :3 I ( C
Municipal # 3 L 4k
Competency 7 ! q 4b Ins.Co. ,.
Notary 'as ner *14,s: 7 Condqf, ;gtiksM Lat
My Comtnisskon Expire COMMISSt
;,..
,. o � ; February 17, 1997
. ,No BONDED mail TROY 6Y
TROY FAaURANCE, INC.
** * * *
APPROVED:
FEES: PERMIT t C 9 ( RADON
SS# .671 —
/
Address
Address
Tax Folio ; / !' 1 Y' ./
Address
Address( P � D \ t ;V\ i_
n� G
_ - n,
Signature of // Contractor or Owner- Builder
Date: i%izd' />'3
Notary as tp jContra_C �"
�/ +_ MYGUIUN ( io 6.124 EXPIRES
My Commission Expir February 17, 1937
..•' BONDED mac TROY FAIN INSURANCE, INC.
C.C.F. T - NOTARY TOTAL DUE !
Fire Other
Zoning Building , Electrical
Mechanical P Engineering
PANEL SPAN SCHEDULE
;;v Aeovt
C (t)
ALUMINUM
. os
(t)
.o63"
S•5n.-
Zo
G,AUG
11P
.04
0- 5
9 -Z
9 1 -2
9L9
II -II
13 -I
6 - 15
&I -2.
8 I _ 7 1
9L2
I I I_ 0 1
I
15 -- 25
7 -6,
8
0.L-l)
id- 4
11
25 -
7
7 8
6' -3N
t -O
(I -p
35-- 55
61- 9l
7
7 1'
9
10 g
5'5 -7
6 -4
(0 -10
- 71 -7
9 1 - 34
10 1 -3 11
ys- loo
(,L I 1
00 -7
71-5
9L0il
101.0i
100
S 1 -
6, 1 -
7-
8 1_ 7 1
gL711
"
150-- 257
6 3'
5I _Ip d
(0 1-9 1
a -'
9 1_ 2 1
*
250- �S 50
S 1 111
5
po - 4�
7 � l i
8 1- S
FASTENER SCHEDULE
14E.14.
■
'AG 5F 11
-1
0-- 35
18 o.1-.
3 ' 350
12 Ca.G.
®LOCK RAIL (6063-T6)
FULL SCALE
REPRO vnOOUC s
. er?5r .t115g 1.25
3
3l
Mir ant if II isle MIMI ma wit wow monsall am. ill
Io1
A .z
°PANEL (3003-116)
IJ
STORM PANEL ELEVATION
SECTI'N A -A
• air, ar.�• • r••■y r r�
()LOCK RAIL (6063
FULL SCALE
loi
�- VA*I E6 ( WULL)
1.75
PA
101
GY
L-1�C1r P1Ns Ott (- LIP'S. e
•
!40 e-
' I r2 `fic&r• IN I S IZ M
TA TAPIN S4I1.L r 4s
Oct X41 1 S"'f - AtC 1 PR1Vll*. P i NHS
1.16
12.00
FULL SCALE
1 4 + x20 SGRL�V6 11 11 / - A0- 4 TAM r I N 9411 -i_va
OR `STAR' DR1V1✓ PINS (SF..E: 15.E. «1t? dLE)
,I
®LOCK RAIL (6063
N.T.S.
101
IJ
3 i
1.76
1.
14 L rS
a O.G .GiL
. roc. 1K.
G. LIM.
c LOCK RAIL (6063-T6)
N.T.S.
.043 (Tf r.)
GENERAL NOTES:
.1315
'1 1
y ' b b IC Di"P I P 1
c_c JNtsLTiON
.016
O PY>,NE=L
VERTICAL SECTIONS
TY . I & CoN i T1oN1
2
A
A
X
s
• 4. SPAN SCHEDULE HAS BEEN DESIGNED FOR NON - COASTAL
ZONE INSTALLATIONS.
.0 43 1 Cr(r)
1. STORM PANELS HAVE BEEN DESIGNED IN ACCORDANCE WITH:
A. THE 1988 EDITION OF THE SOUTH FLORIDA BUILDING CODE.
1 /1J
HEADER csosa -TSf
FULL SCALE
®LOCKING PIN (6063 -T5)
FULL SCALE
�1
2. ALL SCREWS AND BOLTS SHALL BE STAINLESS STEEL, HOT DIPPED
GALVANIZED STEEL.OR ALUMINUM ALLOY 2024 -T4.
3. IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO DETERMINE
THE STRUCTURAL ADEQUACY OF THE BUILDING TO WHICH STORM
PANELS ARE ATTACHED.
0 PANa:L
TYPE I .
C.Um.l torI oN
.06.3
TYrI - 1 1!s l Go NN - 1' I OfJ
TYPE. ( E 7 4N JViON
•
N.T.S.
J
N.T. S.
-'�-- r
r 19/1`4
®HEAOER (6063 -T6)
FULL SCALE
*LOCKING CLIP
r I � 1
•r ok
- I
cON N eL.T c4,1
7it
I`' WI VS. .044, 6F'ICINei STL.
cAp, PLA -SAS 1045
N �.T - r E_
t ,►T PA TO 44/444/4e. 4
Kv EE,1.- �.
i
TYPE 'E' CONNECTION
N.T.S.
LOCKING!
C LIP OR
INC
IN�
PIN
LcG>'c
elk-4 l.y
O 4x.,0 L 1.11(,
PIN
14 �.G A to eca f.. 1 N� ' rI ' - r MP't I
SNIE.L OK Vi.• ' 6TAJC I PlitiVE. P1Al
ti
1 1
II
® H?OE 1
® PJL
1
TYPE 'A' CONNECTION TYPE '8' CONNECTION
N. T. S.
® 14C K . 1X
JJ�..
N.T.S.
O3 H
TYPE 'C' CONNECTION
LO(.1 I N4
PIN
N.T.S.
%4x20 K.0-im\`"
t� 1 N
1 3TA' TAMP'I N
�►NI �L OPC 11+
6T4K t ' ltry . PIN ,
(-ryP: Pone ALL-
I..OG.iC
'CAI L. CONN
lO P'AIJm_
N.TS.
Pr C.&M P r 2 ►.ia !'cow bf F3.rgueizi6 KC 12
(J 4(.4%.gtt) FOR IUY ALLAT10N`) keit V30
11'A1;' kb WC 144) G4 VCZl6,L s., ,
Loe. 1KlG
PIN
®
RZAtL
TYPE 'D' CONNECTION
N.T.S.
TYPE 'F' CONNECTION TYPE 'G' CONNECTION
N.T.S.
f
r 1
p ii ivy il/ 5 n 7,80 �sz1 5 7 e1V ,= 3
r H Iv. dery /-.4Ne l:eLiN
s D!✓ ,z) N i b ' A so N ;oN:
4 .0),S p,/,'":". '4 '! (N - - rE- r ��!,. n
/� S U!� C: !rN7'E/QS � i=/"r- A/_ s7!/l/ I n1 .
■
�SIQ� eDr
f I
9V-e\- ).-991
7-
1 ,x ``1 -' L�
1 0 r
IG 1 r -
pi er Y v�j
r
6//)')/' T
A(1 c
1
k et V` CC 1i\.
3 x 3 13 RA. 4
S_ e1-
Z�1 ) c.
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