1026 NE 97 St (5)Ocate
Legal Description
Owner's Address 'U N q -
Contracting Co. I l ,
Qu 3 ce:Dt) Su.*
s
State # i )2 " Mu ipal #
Architect
Square Ft.
Lessee / Tenant AbYant---(41 3
nginee
Date:
4w ••°
ature of owner and /or
NotarSf /as to Owner and
My Commission Expires:
APPROVED:
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address 10 3R S Tax Folio
or
f7 J 1 C k 0 � ��Z Address LQ \ 1 1.o 1f�.Z_ O A
Bonding Company Address
Mortgagor Address
Permit Type(circle one): BUILDING i LECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN
��fr 1 WORK DESCRIPTION l n\ (,n 2f m z k l f Ci � � P4-rraL S k r&
i9 Estimated Cost(value)91
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 above -named contractor to do the work stated
President
Fire
Zoning Building
Mechanical Plumbing
91 Phone ��
� Address `"c l 0.4) 4(47 St-
SS# Phone L 3 tlS/ 3D
Competency 4i D tC s .Co. Wil 5
Condo President Signature of Contractor
!�lots1y Pwr�.
Wm aJ wlotWa Date:
fwerftrmwdElondingAgma
- .fit *
(° Cc)
FEES: PERMIT 5 �_) RADON C.C.F. NOTARY
Notary 1 Co
My Commis ion Expires:
* • *
Master Permit t��
VI
0
or Owner Builder
i
6UNi EXPIRES
- Builder
**
TOTAL DUE ! ° --
<1y -- Other
Electrical
Engineering
NOTICE OF COMMENCEMENT
PERMIT NO. _ TAX FOLIO NO
STATE OF FLORIDA:
COUNTY OF DADE:
THE UNDERSIGNED hereby gives notice that improvements will be mado to certain real property. and In accordance with
Chapter 713. Florida Statutes. the following information is provided i this Notice of Commencement.
1. Legal description of property and street a • dress. /Dc tP I i C... q
3S
2. Description of Improvement:
3.Owner(s) name and address:
Interest In property:
Name and address of fee simple titleholder:
4. Contractors name and address:
5. Surety:(Payment bond required by owner from contractor. it any)
Name and address:
Amount of bond $
6. Lender s name and address:
ytv Or tt o too co
7. Persons within the State of Florida designated by Owner upo oof rat 0401'314r do
by Section 713.13(1)(a)7.. Florida Statutes, s weRt csRyn '° �Ilco • Name and address: ®�gin�ar� ...a
8. In addition to himself. Owner designates the following person(s) we
Section 713.13(1)(b). Florida Statutes.
Name and address:
Notary Pu • K
Print Notary's Name
My Commission Expires:
9. Expiration date of this Notice of Commencement: (the expiration date Is 1 year from the date of recording unless a
different date Is specified)
• Stnaluri of owner
Print Owners Name (11- Ro BEAT 4afi Q m t TIS
. Sworn to and subscribed before me this - -Dday of
1 11°
MIAMI,
FtORWq 3
63x•965
94x357670 1994 JUL 26 10:47
copy of the l7ors Notic s provided In
r
A
0 140.1 INC.
MIA►Nlf FL9FtIDA 33142
4
METRO-DADE METROPOLITAN DADE COUNTY. FLORIDA
METRO -DADE FLAGLER BUILDING
May 9, 1994
To All Building Officials
Please be informed that on May 5, 1994, the County Commission voted to extend the
effective date for compliance with the adopted ASCE 7 -88 Wind Standard.
By this action, all Notices of Acceptance issued to date calling for an expiration date of
May 31, 1994 are,hereby,automatically extended until August 31, 1994.
Your co- operation in making this a smooth transition is greatly appreciated.
it Diamond, P.E.
Product Control Su • or
GD:rd
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
4
METRO-DADE
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Seaview Industries, Inc.
3750 N.W. 46 Street
Miami,
Your application for Product Approval of:
Aluminum Folding Shutter
under Chapter 8 of the Metropolitan Dade County 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, Inc. along with Drawing No. 90 -193 Sheets 1 and 2 of 2 dated
01/10/84 and revised on 03/30/94; Test Report dated 01/09/90 and Engineering
Calculations dated 05 /21/92, all signed and sealed by V. J. Knezevicvh, P. E.
has been recommended for acceptance by the Building Code Compliance office to be used in Dade
County, Florida under the specific conditions set forth on pages 2 et seq. and the Standard
Conditions on Page 3
The approval shall be valid for a period of three years. The Office of Code Compliance reserves
the right to require retesting of this system within the first two years of the approval should any
amendments to the South Florida Building Code be enacted affecting this component or roof system.
ACCEPTANCE No.: 94- 0113.04
EXPIRES : 05/29/94
THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDITIONS
This application for Product Approval has been reviewed by the Metropolitan Dade County Building
Code Compliance Department and approved by the Building Code Committee to be used in Dade
County, Florida under the conditions set forth above.
APPROVED: 03/14/94
FL 33142
** PLEASE NOTE * *
BUILDING CODE COMMITTEE
-l-
METROPOLITAN 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
// 1 L121/7 -7 e 7 r?
I tam
- ' roduct Control Division
Supervisor
Charles Danger, P.E. /f
Director
Building Code Compliance Dept.
Metropolitan Dade County
Seaview Industries. Inc. ACCEPTANCE NO.: 94- 0113.04
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
1. This approves an aluminum, accordion type, folding shutter designed under the South Florida
Building Code 1988 Edition, for the following locations:
a. Non - coastal building zone.
b. Coastal building zone.
2. The design will be dependent on the height above grade / span charts and fasteners outlined on
drawing No. 90 -193 Sheets 1 and 2 of 2.
3. The folding shutter shall be installed as indicated on approved drawing No. 90 -193 Sheets 1
and2of2.
Blades and components shall be 6063 -T5 as indicated on drawing.
The panels shall be constructed and installed in accordance with approved detailed drawing
No. 90 -193 Sheets 1 and 2, bearing the Dade County Product Control stamp.
4. Each unit shall bear a permanent label with the manufacturer's name or logo.
5. Application for building permit shall be accompanied by two copies of the following:
a. Notice of Acceptance
b. Completely dimensioned drawing showing size and location, including height above
grade, of openings to receive shutters.
c. Duplicate prints of approved drawings No. 90 -193, Sheets 1 and 2, bearing the
approval stamp, Notice of Acceptance number and date by Dade County Product
Control Section, clearly marked to show the components selected for the proposed
installation.
2
APPROVED MAA 1 4 1994
EXPIRES : May 29. 1994
it Diamond, P.E.
upervisor
Product Control Division
4.
t,
Seaview Industries, Inc. ACCEPTANCE NO.: 94- 0113.04
- 2a -
APPROVED MAR 1 4 1994
EXPIRES May 29. 1994
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
6. Anchorage of the shutters shall be to concrete or masonry and shall consist of only the anchors
specified on drawing No. 90 -193. Substitution of anchor type or indicated embedment is
unacceptable and is to be engineered separately.
7. Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields,
not in use, must be protected against corrosion, contamination and damage at all time.
8. This approval supersedes Notice of Acceptance # 90- 1019.9 R 3 dated Feb. 8, 1993.
9. This approval may be extended to the full three (3) year period from the approval date upon
submittal of a revision with completion and passing of the following tests: a) impact load, b)
cyclic wind pressure loading (fatigue), c) uniform static air pressure (structural), and the design
load vs. elevations chart revised per ASCE 7 -88.
1 Diamond, P.E.
S • pervisor
Product Control Division
Seaview Industries, Inc, ACCEPTANCE NO.: 93- 0113.04
APPROVED MAR 1 4 1994
EXPIRES May 29. 1994
NOTICE OF ACCEPTANCE: STANDARD CONDITIONS
1. Extension of Acceptance may be considered after a new application has been filed and the
supporting data, test report 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 ground 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. A copy of this approval as well as approved drawings and other documents, where it applies,
shall be provided to the applicant by the manufacturer or his distributors and shall be available
for inspection at the job site at all time. The prints need not be re- sealed by the engineer.
7. Failure to comply with Standard Conditions shall be cause for termination of Approval.
3
lebtuate
it Diamond, P.E.
upervisor
Product Control Division
f
•
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S•aviw industries, Inc.
3750 N.N. 46 Street
Miami, fl. 33142.
(305) 375 -2612
PRaDttr" P cfNet. NATT[' or JEPSd11CL
Tour application for Product Approval of ..A or SLeel
Stored Panel* under Sections 203 and 204 of the South Florida
Building Code governing the use of Alternate Materials and
Types of Construction, and completely described la the plans.
specifications and calculations as submitted by p.tev1eh
has
been accepted by Product Control to be used in uhe
Unincorporated areas of Dade County under the Specific
Conditions set forth on pages 2 -2a and the Standard Conditions
on Page 3
• 1•
ACCEPTANCE Mo.:
92- 0306.6
APPROVED : Nov. 9. 1992
EXPIRES : Nor. 9. 1945
• • tI.EtS E NA?L • •
IMICSAL—CtItli=1115
APPROVED= Noroebar 9 . 1992
-i-
iti:ETmO•DADE CENTEn
BOARD Or M 'S AND •MEAL:
stnf MO
..,
env Nq STOEET
rLOdtMMA bt „..pa
WS. 7►S•7wr
•
C.0 /mss
Diana ,
Product Control Division
Supervisor
.:, *1' i .
.1 - it . so
.a
.IS
This application for Product Approval has been accepted by the
Metropolitan Dade County Roars. of Rules and Appeals to be used
in the incorporated and Unincorporated areas of Dade County
under the conditions set forth above.
Charles Djnger, P . E .
Secretary
Metropolitan Dade County
Board of Rules and Appeals
• JIOTICE or ACCEPTANCE: -S CLFLC-OZ .i ens
s.
S
w
1.
-2-
EXPIRES
pov. 9. i
1. This approval covers aluminum or steel storm pen _ l n .
2. The panels shall consist of 12 wide sh,.ts with mqq■-l
forming 1 3/8' deep ribs and shall be fabricated of 3003 -N16
aluminum :alloy or steel as shown on following schedule.
Height above
Grade (7t.)
0 -3
3 -13
13 - 23
23 -33
33 -33
33 - 75
73 - 100
100 - 130
130 • 230*
230 - 330*
1
.06"
9'
- 2"
1' - 2"
7' - 6"
7' • 1"
6' - 9"
6' - 4"
6' - 1"
5' - 10"
3' • 3"
3' - 1"
PAREL SP/J1 SCNEDOLE
A,1i 1nus (4)
.063"
.03"
9' - 2"
e' - 7"
8' - 0"
7' -1
7 . - 3 «
6' - 10"
6' - 7"
6 • - 3"
5' -10"
3' - 6"
9' - 9"
9' - 2"
8' - 6"
8' - 3..
7' - 11"
7' - 7"
7' - 3"
7' - . 2"
6 - 9"
6'
- 4 "
Steel
20
11' - 11"
11' - 0"
10' - `"
10' - 0"
.9' - 9"
9' - 3"
9' - 0"
8' - 7"
8' - 0"
7' - 6"
•
Gauge
blame •, P.t.
roduct Control Division
Supervisor
18
13' - 1"
12' - 3"
11' - 3"
11' - 0"
10' -9"
10' - 3"
10' - 0"
9 . - 7 "
9' - 2"
1' - 10"
*Provide second row of fasteners at 12 o.c. staggered for
installations above 150 feet located as shone on vertical
sections.
3.
ACCEPTANCE tlo.: 92 nSe�_R
APPROVED
EXPIRES
t Cmuuno1
Nov. 9. 1991
_,LOv• 9. 199
Applications for building pe=wit shall be accompanied by two
duplicate prints of the approved drawings, bearing the approval
Ap, 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.
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 19- 0426.10 dated Nay 6,
1919.
DXE'
amo
Product Co Division
Supervisor
'METROPOLITAN DADE COUNTY. FLORIDA
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DeNismad
(305) 375 -2612
soTT eE OF kreEPTANGE t ST4 t Pfll CO__ND t T 10j1S
1. Extension of Acceptance may
application has been filed
test reports no older than
re- evaluated.
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 prlo:
approval is granted for revisions or change.
3. Any unsatisfactory performance of this product
process or • change in Code provisions shall
grounds for
re- evaluation.
4. This acceptance shall not be used as an endorsement
any product for sales or advertising purposes.
5. The Notice of Acceptance number preceded by the words
Dade County, Florida, and followed by the explratios
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 br
the manufacturer or his distributors; unless otherwisf
noted in the Notice of Acceptance. The prints nee(
not•be re- sealed by an engineer.
7. Failure to comply with Standard Conditions shall b.
cause for termination of Approval.
WWI
64E7110-DADE CENTFI
Doan° Or PULES AND APPEALS
SURE 1010 .
m N w Or SMELT
UMW. sLO1110A b1711•1SPA
1301) i►s•:M+
1 Diamond,
roduct Control Division
Supervisor
oI
bf
of
4:1
d
d
.064'
CTYP)
I
L
I L
.075'
(TYP) co ALLOY: 6063 -T6
Clip and Panel Rail
7 FT Do'r Aver ge W ®3.5 FT
.00256 x 120 (NE 2/7 in
19.95 PSF W. 19.95 x 1.1 - 21.9$
P p' Top -21.95x7/2x2
38.40/6"
ALLOWABLE LOAD ON CLIP:
lb - 20 ksi x 1.333 - 26.66 ksi
sl - 1.125 x .075 - 0.00105 In.
CONC. ANCHORS PER f6 - S - 26666 - M
K.A. DWG. * 92-125
R2
SLIDE CLIP =Az nay
CLIP - 6063 -T6 ALUM.
PANEL RAIL CONT.
6063 -T6 ALUM.
EXTRUDED STORM PANEL CLIP
IL EXTRUDED
INDUSTRIES, INC.-
3 0
(/ Z( (® c
- 2 9gro4075/
.001055
max M allow 28.13 lb - in
- P x 0.6875
P - 40.9 lb aR 38.40/6" .. vrc
ALLOWABLE LOAD CN ThNEL RAIL
P x ;0.6875 - Rl x 0.4375
Al- 0.6875P -1.57P
0.4375
P +R R2 - 2.5 7 P
14 = 2.57P x 0.9375 - 2.41P
26666 - Z41P
.004096
P in 45.3 lbs ? 38.40/6" a,K.
s2 - 6x b ? - .004096;n:
Use 1 1 /8r long clips
vY 6" O.C.
KNEZEVICH • do AS • CIA 1 . INC.
CMOIKCRS. Pt. NCRS L PRODUCT TCSTDG
NI M01CCI DRIVC
MIAMI SPRINGS. rLORIDA 3311.4
PIOC (305) 111113-9571
1
k a
fi
of 1
•
.064'
(TYP)
.50' .4375 .6875'
•
CONC. ANCHORS PER
K.A. DWG. * 92 -125
1-
SLIDE CLIP
.. Of -Il-13
c.(w :s MaIrO
ti..
VJc
gram try.. 1V. HILL
G1KC4N
by V.W
.075'
(TYP)
P
SCALD nu
PANEL RAIL CONT. .
6063 -T6 ALUM.
Q1 CLIP - 6063 -T6 ALUM.
EXTRUDED STORM PANEL CLIP
SEAVIEV INDUSTRIES, INC
ALLOY: 6063 -T6
Clip and Panel Rail-
7 FT Dorlr Aver ge W C FT
• .00256 x 120' () 2/7 •
19.95 PSF W. 19 :95 x 1.1 • 21.9
P 0 Top • 21.95 x. 7/2 x 2 •
38.40/6'
ALLOWABLEjLOAD ON CLIP:
fb • 20 ksi x 1.333 • 26.66 ksi
sl • 1.125 .075 • 0.00105 In.
- f6• S• 26666•M
.001055
max M allow 28.13 1b - in
• P x 0.6875
P • 40.9 lb ? 38.40/6" ::(.414.
ALLOWABLE LOAD Q1 MEL RAIL
P x 0.6875 • R1 x 0.4375
Rl • 0.6875 P • 1.57P
o.4375
P + R = R2 • 2.57P
M • 2.57P x 0.9375 • 2.41P
26666 • 241P
.004096
P = 45.3 lbs? 38.40/6 '
sr • 6 x 2? • .004096;n:
Use 1 1 /8 clips
V6" o.c.
KNEZEVICH & AS • OCIATE . INC.
CMGD(RRS /INNCRS L • - =ST=
Nl IMOLA DRIVE
MIAMI fMMGL MDR IDA. 33IK
PHONE (309) U3-957I
1394
k a
WALTER A. TILLIT JR.. P.E.
September 22, 1993
Mr. Bob Cicero
President
Seaview Industries, Inc.
3750 NW 46 Street
Miami, Florida 33142
Dear Mr. Cicero:
/ I L ECO
TILUT TESTING t ENGINEERING COMPANY
Following are the specifications and recommendations for the
correct use of anchors for the installation of hurricane ,mutters.
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, 04015 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 windowsill 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/" long
anchors will only be permitted when the existing wall is
exposed concrete with no stucco.
For existing walls with stucco, we recommend,;p,4fied on
the same reasons as item 3.2 above, that 1/4" is 2" long
Drive Pins be used. . " . s ' ' '
3.4 In case that precast stone or concrete panels be, found on
the existing wall, anchors shall be enough long :o.teach
the main structure behind such panels. Anchorago.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.
L.
•
4.3 When Diamond Hammer Drive Pins are used, 1 1/4" long
anchors shall only be permitted when the existing ceiling
or floor is exposed concrete with no stucco or any kind
of finish.
•
-3-
For existing ceilings with stucco, plaster, of:finish
floor, we recommend based on the same reason as :item 4.2
above, that 1/4" diameter x 2" long Drive Pins.be used.
• ...
4.4 In case that precast stone or concrete pavers ire:found '
on the existing floor, anchor shall be enough long to",
,
reach the main structure below such pavers. •
5) Attachments of closure members at sides of Standard Accordion
Shutter or Storm Panels: I•O
5.1 When shutter is installed on a wall mounting installation
type, anchors used for fastening the closure members to
the existing wall shall be located at a minimum distance
of 3" from the edge or corner of such wall, as shown on
enclosed detail no. 3.
When Tampin anchors with 1/4" diameter screws are used,
the 7/8" long anchor shall be entirely embedded into the
concrete block or poured concrete column behind the
existing stucco, should this latter exist. No anchorage
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.
5.2 When shutter is installed on a ceiling mounting
installation type, anchors used for fastening the closure
members to the existing wall shall be located at a
minimum distance of 3" from the edge or corner of such
wall, as shown on enclosed detail no. 4.
when Tampin anchors with 1/4" diameter screws are used,
the 7/8" long anchor shall be entirely embedded into the
concrete block or poured concrete column behind the
existing stucco, should this latter exist. No anchorage
. •
Very truly yours,
TILTECO, INC.
Q/Jc2
, P.E.
By:
President
WAT /at.
Encls.
-4-
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. •••
6) Installation of shutters at existing wood frame buiid
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 enough 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.
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