STORM PANELSDate t.{- 14 I\
Legal Description (4 h1 S L
Owner Lessee / Tenant � Db�� � U d 4 f � � -
Owner's Address
t CG
PERMIT APPLICATION FOR MIAMI SHO ' ES ILLAGE " L C (C-L
C )i C P S 3 5S - (pD P -)42
Job Address e (U ,- rJ 1 TJ 1 Tax Folio) 3 X U l . & V
- 0, 4 coo .
Master Permit # ;-,4 3 L1
Phone 5 `'C 43
g I l L l � Address = 7;r7)( tiuD C �—
Contracting Co. � - 1� � �< < 1� LS ! 1`- � �' � � L t IC
Qualifie '�-%L Y L SS# 1- 7 (( - 1 - 1 Phone �' � � 3
State rte Municipal # Competency 4t/ ��
Architect!f gineer 'I ne_ZE. l i le Q A
Bonding Company
Mortgagor
Permit Type(circle one): BUILDING) ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft.
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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I
authorize the ab e-named contractor to 4o the work sta ed.
Atk---r
34n u.-y\ c
Notary as to Owner
My Commission Expires
APPROVED:
Mnma, !EG(
[ . ' m?fl FXPIRFR
^ ;C►stlent
� 'it u iAlt4ISgAtliANCE. INC.
Address WI 1 `
Address
Estimated Cost(value) lJ q • Li
Signature of Contractor
Date:
or Owner- Builder
Notary as : � tri;:lAWADUFWNItilder
My Commiss ' d xplivolimmormomummtmt
FEES: PERMIT 91-11 RADON C.C.F. ► 5'1§ NOTARY TOTAL DUE 1
Address
?-/AACE1 1 S
* * * * * * * * * * * **
Fire Q Other
Zoning Building `11 4- Electrical
Mechanical Plumbing_ Engineering
Item
No.
No.
Awnings
WIDTH
SLAT
LENGTH
WALL
HEIGHT
STriE
DESCRIPTION
COLOR t
taPL
_7� /rf
(1)
,
rk
.
/ PJ
!1
�•u"xL n SAO
i t
6-7-0 1 "04/0-‘s O rs - C'
STRIPE
• .
(2)
n
do.-
S
l
(3)
(4)
! d■!
7 4 /
/ �
1st FLOOR
2nd FLOOR
(5)
/
��►�
Q .
(6)
S
9r
�v
�a
414/ - 41-1 O � a � �
INSTALL ON
C . .S
•
V)
o 4
.Thal.
.Thal.
I'
�.4 G� w
(8)
Total Cash Price. S 7 i• 0
HOgii
Sales Tax
•
Permit ./ C
Survey
To Contract, $ 6 9 00
Deposit. $
r->-
G
. Difference, $
Pit'
This contract shall not be binding until approved andLntersgned by
an officer of the seller other than the salesman.
Approved and countersigned:
"SELLER Warrants items sold pursuant to this
Contract against defects in material and in instal-
lation for a period of ten (10) years from date of
installation except for screen mesh and movable
parts including rolling wheels & motors, which
are guaranteed for one (1) year from date of
installation. All insulated rooms and room addi-
tions are guaranteed for one (1) year from date of
installation."
NOTICE TO BUYER
(1) Do not sign this contract before you read it or if it contains any blank spaces.
(2) You are entitled to an exact copy of the contract you sign.
SEARS Aluminum Products
ld
So Fw 4 nieiw and 1swi ted
S.Q.N. !y
Q.N. ENTERPRISES, INC
A SEARS AutlContractor rorlrrd Contractor
SOLD TO: / 9AE/ev fri l , / z4�iC
Job Address
Mang 9/06 9/06 ;f F.. 1 8'
Mng Address
�`
State L_ L ? 7 , _x_
This contract is subject to covenants and conditions on the reverse side hereof. This convect is the complete agreement between parties and no terms.
d ld o ns , tandn p materials or work shall b..xpacted of either party except as expressly provided for herein. -
Executed in four copies, one copy of which was delivered to, and receipt is hereby acknowledged by buyer, this
day of \We.4/E 19 f V .
r " + •
i . J .., '�
AO
"You the buyer may cancel this transaction at any time prior to midnight
of the third business day after the date of this transaction.
3750 N.W. 46th Stant
Miami, Florida 33142
1-800-632-6789
e -,
Purchase
1
Nte 7— 91
Convect Price is lo be paid ti
equal
successive morality Instalments oI $ •
.act, mm ntinp on the day of
19 and condnuinp on the same day of sad+
month thereafter until paid except the final instalment
which stroll be the balance due.
Rnancee Charge
Order No. ��C //6&
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(3051 375 -2612
plume? CONTROL NOTICE Of uCEP.I Z10E
Seaview Industries, Inc.
3750 N.W. 46 Street
Miami, fl. 33142.
Your application for Product Approval of _o__aiuum or Stall
Storm Panels under Sections 203 and 204 of the Sauth Florida
Building Code governing the use of Alternate Materials and
Types of Construction, and completely described 1a the plans,
specifications and calculations as submitted by Kn!tevich t
Aasoeiates alone with drawino No. 92 -123 dated 3 -2142 has
been accepted by Product Control to be used in Lhe
Unincorporated areas of Dade County under the Specific
Conditions set forth on pages 2 -211 and the Standard Conditions
on Page 3
ACCEPTANCE No.: 92- 0506.6
APPROVED
t7CP I RtS
Nov. 9. 1992
Nor. 9. 1993
. LFLSE NOTE • •
*. «•la .1 J,
IP
. i
firelitahliSMULUIQUIS
• 1 . ,I•
.I••
. ,I
This application for Product Approval has been accepted by the
Metropolitan Dade County Boars+ of Rules and Appeals to be used
In the Incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
APPROVED: Nevestber 9. 1992
-1-
METnO•DADE CEHHTEn
SOARO OF RULES &NO *PP$PLS
SUITE bb
•ee Nw Mt STNEET
MIAMI 'LOnIO* 331f6.4r.
I S, ?►S•?•s
Gil Diamond, P.E.
Product C•,ntrol Division
Supervisor
Charles Olinger, P.E.
Secretary
Metropolitan Dade County
Board of Rules and Appeals
-2-
r •P -�'
` txP'RES : 11
NOTICE Or ACCEPTANCE: SPECIFZC_cD2 unioN5
uIe
1. This approval covers aluminum or steel storm panel!.
2. The panels shall consist of 12' wide sheets with •'17e -laps
forming 1 5/8" deep ribs and shall be fabricated of 3003 -H16
aluminum alloy or steel as shown on following schedule.
Height above
Grade (Ft.)
0 -3
3- 13
13 -23
23 • 33
35 -53
53 -73
73 • 100
100 • 130
130 - 230*
230 - 330'
7' • 6"
7' - 1"
6' - 9"
6' - 4"
6' - 1"
3' • 10"
3' - 3"
3' - 1"
PANEL SPAN SCHEDULE
Aluminum (4)
. 04"
9' - 2"
8' • 2"
.03"
9' • 2"
e' - 7"
e' - 0"
7' - e
7 . - 3 «
6' • 10"
6' - 7"
6' - 3"
5' - 10"
5' - 6"
.063"
9' - 9"
9' - 2"
1' • 6"
e' -3
7' - 11"
7' - 7"
7' - 3"
7' -.2"
6•
-
i' - 4«
Steel Gs
.9'
9'
9'
20
11' - 11"
11' - 0"
10' - `"
10' - 0"
▪ 9 ..
• 3 ..
▪ 0
e' -7"
e' • 0"
7' • 6"
le
13' - 1"
12' - 3"
11' - S"
11' - 0"
10' - S"
10' - 3"
10' - 0"
9' - r
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.
Diame P.C.
roduct Control Division
Supervisor
Sadvf.v industries. Tee.
APPROVED
EXPIRES
ACCEPTANCE No.: _22=0506,6
$OTTeE f)F *rrrPTANeE: SPEe2Fie CONDITIDI
_Lpv. 9. 1941
__.LOS • 9. 1991__
3. Applications for building permit shall be accompanied to indicate b two
duplicate prints of the a y ro
stamp, Notice of Acceptance and bearing the approval
marked anal approval date clearly
installation, P gage, maximum spans, type of
drawing showing size and location, including height
above grade of the shutters, and with completely dimensioned plot
plans.
4. In order for • permit to be issued zoning regulations must be
complied with.
S. This product must be re- evaluated for structural adequacy when
installed within the Coastal Construction Zone, in accordance with
Chapter 23, Sub - section 2309.2 (b) of the South Florida Building
Code. •
6. This renewal supersedes Product Approval 89- 0426.10 dated May 6,
1989.
Product Co • Division
Supervisor
METROPOLITAN DADE COUNTY. FLORIDA
s n
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fOTI CE OF ACCEPTANCE t STANDARD CONDITIORS
Extension of Acceptance may
application has been filed
test reports no older than
re- evaluated.
METfO•DADI'E CENTFV
(305) 375 -2612
.,
IOatt0 Or IWLES AND £PEAL$
SUITE Coto
111 NW Nt !TWEET
LUAUS. , LOnIDA 331:11-1l74
130$) TS -?III
t
be considered after a ne
and the supporting data
ten (10) years, have bee
All reports of re- testing shall bear the seal
signature and date of an engineer registered in th
State of Florida.
2. Any revision or change in the materials, use, 0:
manufacture of the product or process shal
automatically be cause for termination, unless prio:
approval is granted for revisions or change.
3. Any unsatisfactory performance of this product o!
process or a change in Code provisions shall IN
grounds for
re- evaluation.
4. This acceptance shall not be used as an endorsement of
any product for sales or advertising purposes.
5. The Notice of Acceptance number preceded by the word!
Dade County, Florida, and followed by the explratiot
date may be displayed in advertising literature. 1
any portion of the Notice of Acceptance is displayed
then it shall be done in its entirety.
6. Product approval drawings, where required for perm'
applications, shall be provided to the applicant b:
the manufacturer or his distributors; unless otherwisq
noted in the Notice of Acceptance. The prints nee(
not-be re- sealed by an engineer.
7. Failure to comply with Standard Conditions shall b4
cause for termination of Approval.
1 Diamond,
roduet Control Division
Supervisor
4
4
C1
.064'
(TYP)
1 of 1
.....y M.
V
.50' 1 .4375 .6875'
CONC. ANCHORS PER
K.A. DWG. * 92 -125
SLIDE CLIP
-7)
P
.075'
g nu
(TYP)
PANEL RAIL CONT.
6063 -T6 ALUM.
CLIP - 6063 -T6 ALUM.
I __ JXTRUDED STORM PANEL CLIP
A VIEW INDUSTRIES, INC.
ALLOY: 6063 -T6
Clip and Panel Rail.
7 FT Dorm Aver ge W eD 3.5 FT
• .00256 x 120 ( ) 2/7 -
19.95 PSF W. 19.95 x 1.1 • 21.9$
?.5.
P a Top - 21.95 x 7/2 x 2-
38.41/6"
ALLOWABLE 'LOAD ON CLIP:
fb • 20 ksi x 1.333 - 26.66 ksi
sl - 1.125 x .075 • 0.00105 In!
f6 - - 26666 • 14
.001055
max M allow 28.13 lb - in
- P x 0.6875
P - 40.9 lb ? 38.41/6" .. CK •
ALLOWABLE LOAD 00 ?NEL RAIL
P x 0.6875 • R1 x 0.4375
Ri is 0 6875 P • 1.57P
0.4375
P +R R2 - 2.57P
14 as 2.57P x 0.9375 • 2.432
26666 - 2.41P
.004096
P ■ 45.3 ibs? 38.41/6" •. ° • K '
s2 - LIS-LaniF. - .004096;n'
(o
Use 1 1 /e long clips
V 6" o.c.
KNEZEVICH & AS OCIA INC.
Doom= PLANNERS l TtSTPG
NI Nt1ICN. ORIVC
NUM SPRINGS. roam. S]IK
MOW (XS) 163-15 71
1994
•
.a•
a
d
frourt law
o f 1
P
in
r
II
.064'
I (TYP)
SLIDE CLIP
Ire 1111.12
Ceio AS tarn
rrr M v._
ti so tor 111. MILL
;hK MIN W. • • VJK
.075'
(TYP) o
Q CLIP - 6063 -T6 ALUM.
- PANEL RAIL CONT.
6063 -T6 ALUM.
CONC. ANCHORS PER
K.A. DWG. * 92 -125
EXTRUDED STORM PANEL CLIP
SEAVIE'/ INDUSTRIES, INC.-
ALLOY: 6063 -T6
Clip and Panel Rail
7 FT Dons Aver ge W 03.5 FT
.00256 x 120' () 2/7 -
19.95 PSF W. 19.95 x 1.1 - 21.9$
r.5.
P 41 Top - 21.95 x 7/2 x 2
38.40/6"
ALLOWABLE LOAD ON CLIP:
lb - 20 ksi x 1.333 - 26.66 ksi
sl - 1.125 x .075 - 0.00105 In!
f6 - S - 26666 - , M
.001055
max M allow 28.131b - in
- P x 0.6875
P - 40.9 lb a' 38.40/6 .: v.K •
ALLOWABLE LOAD Q ThNEL RAIL
P x;0.6875 - R1 x 0.4375
R1 - 0.6875 P - 1.57P
o.4375
P +R R2 -2.5
M = 2.57P x 0.9375 - 2,41P
26666 IN 2.41P
.004096
P - 45.3 lbs ? 38.40/6~ „ 1":0.64'
s2 • 66 x� ?? • .0040961
b
Use 1 1/8 long clips
�1Y 6 O . C .
KNEZEVICH' k AS • CIA 1' . INC.
tI bCCtS. PLAWCIIS t MRIMICT TESTING
Nl tOlD* ORIVE
NYNI WRING/. runts... 33114
PIOC (X5) M3- 5 71
1894
•
WALTER A TILUT 1R.. P.E.
September 22, 1993
Mr. Bob Cicero
President
Seaview Industries, Inc.
3750 NW 46 Street
Miami, Florida 33142
Dear Mr. Cicero:
1 L ECO /1 NC. \
TILUT TESTING t ENGINEERING COMPANY
Following are the specifications and recommendations for the
correct use of anchors for the installation of hurricane shutters.
SPECIFICATIONS AND RECOMMENDATIONS FOR THE CORRECT USE OF
ANCHORS FOR THE INSTALLATION OF HURRICANE SHUTTERS:
1) These recommendations and specifications have been written as
a complement for all of the ones that are already indicated -on
your Dade County approved drawings for the Bahama Shutters,
Standard Accordion Shutters, Storm Panels and Hurricane
Awnings.
2) The following anchors have been covered:
(a) 1/4" diameter x 7/8" long, #4015 Star Tampin anchors,
used as removable anchors.
(b) 1/4" diameter x 1 1/4" long Diamond Hammer Drive Pins,
used as permanent anchors.
3) Wall mounting installations:
3.1 Anchors used for the installation of shutter's top or
bottom tracks to existing walls shall be located at a
minimum distance of 3" from the top of the window sill or
the bottom of the window lintel (header) as shown on
enclosed detail no. 1.
3.2 When Tampin anchors and 1/4" diameter - 20 screws are
used, the 7/8" long anchor shall be entirely embedded
into the concrete block or poured concrete beam behind
the existing stucco should this latter exist. No
anchorage into existing stucco shall be permitted.
921 Falcon Avenue, Miami Springs, Florida 33166 - Phone & Fax: (305) 888 -6392
.. •
-2-
As a result, the 1/4" diameter - 20 screw shall be as
long as 7/8" plus the stucco thickness found plus the
thickness of aluminum member being fastened. We
recommend for this purpose a 2" long screw when stucco is
present, and a 1 1/4" screw when exposed concrete without
stucco is present.
3.3 When Diamond Hammer Drive Pins are used, 1 1/4" long
anchors will only be permitted when the existing wall is
exposed concrete with no stucco.
For existing walls with stucco, we recommend,:b,44ed o n '
the same reasons as item 3.2 above, that 1/4" * 2" long
Drive Pins be used.
3.4 In case that precast stone or concrete panels be, found on
the existing wall, anchors shall be enough long't :n,reach
the main structure behind such panels. Anchorage. into
this latter shall be 1" minimum. �.
4) Ceiling mounting installations:
4.1 Anchors used for the installation of shutter's top and
bottom tracks to existing concrete ceilings and concrete
floors, shall be located at a minimum distance of 3" from
the edge (corner) of the window lintel (header) or floor
slab, as shown on enclosed detail no. 2.
4.2 When Tampin anchors with 1/4" diameter screws are used,
the 7/8" long anchor shall be entirely embedded into the
poured concrete ceiling or floor slab, which may be
covered or not by any stucco, plaster, or floor finish.
No anchorage into existing stucco, plaster, or floor
finish shall be permitted.
As a result, the 1/4" diameter screw shall be as long as
7/8" long anchor plus the stucco, plaster or finish floor
thickness, plus the thickness of the aluminum member
being fastened. We recommend for this purpose a 2" long
screw when stucco, plaster, or finish floor is present,
and 1 1/4" screw when exposed concrete without plaster,
stucco or finish floor is present.
6) Installation of shutters at existing wood frame bulidiiigs:
6.1 These connections shall be engineered on a job by job
basis. However, we recommend the use of wood screws or
lag screws for this purpose. Screws shall be erv'iyh long
to pass through the existing stucco, lath, plywood or
wood sheathing, in order to reach the wood frame behind
them with a minimum penetration of 1 1/2" into this
latter. ..
6.2 Any metal bushing used for anchorage of removable screws
into wood frame buildings, shall be driven into the main
frame of the building, that is the 2" x members. No
anchorage into the building's stucco or sheathing shall
be permitted. Tests or calculations will be required to
determine the withdrawal capacity as well as the lateral
capacity of the metal bushing utilized.
Very truly yours,
TILTECO, INC.
Hy:
P .E.
President
WAT /at.
Encls.
-
into existing stucco shall be permitted. The 1/4"
diameter screw used shall be as long as 7/8" plus the
stucco thickness, plus the thickness of the aluminum
member being fastened. We recommend the use of a 2" long
screw for walls with stucco and 1 1/4" long screws for
exposed concrete. •••