Permits 5 10th Street 5-95 P4 �r' f
CITY OF ATLANTIC BEACH
CITY COMMISSION MEETING
STAFF REPORT
AGENDA ITEM:
SUBMITTED BY: Robert S. Kosoy
DATE: February 6, 1991
BACKGROUND: At the January 28, 1991 Commission Meeting ittwas requested that
we investigate the feasibility of constructing parallel parking
on 10th Street.
Attached is a sketch showing the existing parking on 10th Street,
i.e. 23 diagonal spaces. With parallel parking on the north and
south side of 10th Street 15_.spaces could be achieved. If residents
collectively wished to remove privacy fences and dedicate private
property for additional parking perhi�ps another 10 parking spaces
could be obtained.
RECOMMENDATION: Existing Parking Configuration be maintained.
ATTACHMENTS: Sketches
REVIEWED BY CITY MANAGER
AGENDA ITEM NO.
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
JEB BUSH STEVEN M. SEIBERT
Governor Secretary
MEMORANDUM
TO: Whom It May Concern
FROM: Raul L. Rodriguez, AIA, Chairman
Florida Building Commission
RE: Florida Building Commission Advisory On
Acceptance of Miami-Dade Product Approvals Statewide
DATE: April 16,2002
Florida law recognizes Miami-Dade Code Compliance as an approved product evaluation entity
for determining compliance with the Florida Building Code. Prior to implementation of the
Florida Building Code Miami-Dade evaluated and approved products for compliance with the
standards adopted by the South Florida Building Code (SFBC). The Florida Building Code
incorporated the SFBC structural and wind storm protection standards for a special region
designated the High Velocity Hurricane Zone where higher standards of protection were deemed
appropriate. The Commission voted March 26, 2002, to issue the advisory to all jurisdictions that
Miaimi-Dade product approval and labels are acceptable throughout the state as proof of
compliance with the Code.
2555 SHUMARD OAK BOULEVARD - TALLAHASSEE, FLORIDA 32399-2100
Phone: 850.488.8466/Suncom 278.8466 FAX: 850.921 .0781/Suncom 291.0781
Internet address: http://www.dca.state.fl.us
CRITICAL STATE CONCERN FIELD OFFICE COMMUNITY PLANNING EMERGENCY MANAGEMENT HOUSING&COMMUNfTY DEVELOPMENT
2796 Overseas Highway,Suite 212 .2555 ShLignard Oak Boulevard 2555 Shumard Oak Boulevard 2555 Shumard Oak Boulevard
Marathon,FL 33050-2227 Tallahass",FL 32399-2100 Tallahassee.FL 32399-2100 Tallahassee,FL 32399-2100
(305)289-2402 (850)468-2356 (850)413-9969 (850)488-7956
MIAMI-DDADE MIAMI-DADE COUNTY,FLORIDA
METRO-DADE FLAGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLACLER STREET,SUITE 1603
PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563
(305)375-2901 *FAX(305)375-2908
NOTICE OF ACCEPTANCE (NOA)
Roll-A-Way Security Shutters
10601 Oak Street N.E.
St. Petersburgh, FL 33716
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami-Dade Count�Product Control Division and accepted
by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the'expiration date stated below. The Miami-Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Hurricane Roll Shutter
APPROVAL DOCUMENT: Drawing No. 98-43, titled "Roll Up Shutter Details", sheets I through 17, prepared,
signed and sealed by Humayoun Farooq, P.E.,dated 5/24/99. And drawing No. 3-01007-D, titled "Roll Up
Shutter", sheets I through 5, prepared by Roll-A-Way,dated 5/18/00, bearing the Miami-Dade County Product
Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Division.
MISSILE IMPACTRATING: Large and Small Missile Impact
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,city, state and
following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dadc County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#99-1021.01 and, consists of this page I as well as approval document mentioned above.
The submitted documentation was reviewed by Raul Rodriguez.
NOA No 02-0417.02
Expiration Date: July 15,2007
Approval Date:June 20,2002
Page I
TIAT
Ali
ps
PAGE TWO V V
MINUTES Names of
MAY 28, 1979 Commrs. M S Y N
City Manager's Report continued
Amended Motion: Authorize Mr. Parks, the City Engineer, to Jensen x x
proceed with the necessary plans to increase Minton x
the capacity of drainage at llth Street and Van Ness x x
Plaza, and also include Seminole Road and Howell x
6th Street.
Mr. Davis recommended that the Commission not pursue a special
census at this time, as it would entail a minimum of six to ten
enumerators to be paid for the by the City, and a 10-year census is
due in 1980. Commissioner van Ness inquired what the dollar differ-
ence would be in the revenue sharing. Mr. Davis stated that he
would check and report back at the next meeting.
Unfinished Business
A. Public Hearing - PUD - Mr. & Mrs. Dan Siakel and Mrs. Audrey
Parcel - Ocean 10
Mayor Howell explained that a request had been made by Mr. and Mrs.
Dan Siakel to change the apartments at the foot of 10th street and
Beach Avenue into townhouse condominiums to be sold individually.
The chair recognized Mr. and Mrs.Parcel to present the plans. Mr.
Parcel explained that they planned to completely re-design the 10
units zoned for the piece of property, and sell them as townhouses
in fee simple, including a common wall. The Mayor then announced
the request was now open for a Public Hearing and invited the
audience to examine the plans and offer comments from the floor.
As no one spoke for or against, Mayor Howell declared the Public
Hearing closed. The Mayor inquired how many water meters they planned
to install, and Mr. Parcel stated that each unit would have a meter.
The Mayor also reminded Mr. Parcel that 10th Street was a Public
street and could not be reserved for the owners of the townhouses.
A discussion followed on parking spaces recommended by the Planning
Board; refuse containers which will be separate containers to be
picked up at the corner of 10th and Beach, and the assurance from the
Parcel's that a five foot easement would be deeded to the City at
the rear of the property.
Motion: Approve the plans subject to the Planning Board's Jensen X X
recommendation as to the parking (install four parking Minton X
stalls) ; that not less than a five foot easement be Van Ness X X
dedicated to the City at the rear of the building for Howell X
utility purposes, and the plans include the stipulation
that a centralized point for garbage collection be
provided.
MINUTES OF THE REGULAR MEETING OF THE ATLANTIC BEACH CITY
COMMISSION HELD AT THE CITY HALL ON APRIL 23, 1979 AT 8:00 P.M. V V
PRESENT: William S. Howell, Mayor-Commissioner 0 0
Alan C. Jensen T T
James E. Mhoon E E
L. W. Minton, Jr. D D
Catherine G. Van Ness, Commissioners
AND: Bill M. Davis, City Manager M S
Oliver C. Ball, City Attorney 0 E
Adelaide R. Tucker, City Clerk T C
1 0 y
NAME OF 0 N E N
COMMRS. N D S 0
The meeting was called to order by Mayor Howell. The invocation, offered
by Commissioner Minton, was followed by the pledge to the flag.
Approval of the Minutes of April 9, 1979
Jensen x
Motion: The Minutes of the Regular Commission Meeting be Mhoon x
approved as submitted. Minton x x
Van Ness x x
Howell x
Advisory Planning Board
The chair recognized Mr. John Andresen, Chairman of the Advisory Planning
loard, who presented a report of the Planning Board meeting. Mr. Andresen
-- advised that the PUD application of Mr. & Mrs. Siakel was approved with
the following stipulations: there should be a five foot easement down the
rear of the building; individual water meters should be installed for
each apartment; eliminate the proposed two-car garage and install four
parking stalls, and make all interested parties aware of the fact that
the present 20 parking spaces are all on-street parking. There is no
private property parking available on 10th Street.
Motion: Accept the recommendation of the Planning Board and pasE Jensen x
the PUD application for a Public Hearing to be held on Mhoon x
May 28, 1979. Minton X x
Van Ness C x
110weli x
Mr. Andresen also reported that the Board had unanimously approved the
application of Mr. Mike Ash to construct a six unit complex on two lots
in Saltair Section 3 under Planned Unit Development. Mayor Howell injected
that Mr. Ash's application had been turned down by the Commission on April
9, 1979. Mr. Ash corrected his errors in the plans and went before the
Planning Board. After a short discussion, the following motion was made
with Commissioners Jensen, Mhoon, Van Ness, and Mayor Howell voting ,yes,
and Commissioner Minton voting no.
Jensen x x
Motion: Accept the recommendation of the Planning Board and Mhoon x
pass the application for a Public Hearing to be held Minton x
on May 28, 1979. Van Ness x x
PAGE TWO NAME OF
MINUTES COMMRS. M S Y N
JANUARY 28, 199l _===j
been torn down in each instance. He felt there was little more the
city could do. Chief Thompson said he was aware of problems, and
after brief discussion, it was agreed that the Police Chief, City
Manager, and Public Services Director would visit the area to see if
there was anything further the city could do.
3. Appearances:
A. Request from the Navy Wives Club of America, Mayport, to
conduct a patriotic rally at Jack Russell Park on February 7,
1991, from 5:30 - 7:00 PM
Jackie Cannon, 10918 Hawaii Drive South, Jacksonville, represented
the Navy Wives Club and explained that the event was to show support
for the troops deployed overseas as well as the families at home.
After brief discussion it was decided the event would be coordinated
through the Parks and Recreation and Police Departments, with
oversight by the City Manager. Cook x x
Motion: Grant permission to hold patriotic rally with Edwards x
coordination through Parks & Recreation and Police Tucker X
Departments, with oversight by the City Manager Weldon X X
Gull1f ord x
No discussion before the vote. The motion carried unanimously.
4. Old Business:
A. City Attorney with report relative t
at 00,01-list
The City Attorney provided copies of minutes of meetings when the
PUD was approved. He said the PUD had required that four parking
spaces be provided on the west end of the building. He said if
these parking spaces were still not available, this may constitute a
violation of the PUD. Twenty parking spaces were available on Tenth
Street and these could not be reserved for owners of the townhouses.
Mr. Jensen said review of the area indicated that possibly two
parking spaces may be available on Tenth Street at the Cloisters
Condominium.
After a complete discussion of the options available, Public
Services Director Kosoy was instructed to get the dimensions of the
area which would be available for private parking if Island Club
were to remove the wall. Public parking could then be provided on
the south side of Tenth Street.
5A. Approval of Resolution No. 91-4 to recognize the service of
Louis MacDonell to the City of Atlantic Beach
Mayor Gulliford presented in full, in writing Resolution No. 91-4.
Cook x x
Motion: Approve adoption of Resolution No. 91-4 Edwards x
Tucker x
Weldon X
No discussion before the vote. The motion carried unanimously. G111 I I i f nT-�
4�1
lip
SBCCI PUBLIC SAFETY TESTING AND EVALUATION SERVICES INC.
900 Montclair Road, Suile A; BIrmIngliam, Alabama 35213-1206
www.sbccles.org
a Participating Member of the NES, Inc.
Evaluallon Reports are five opinion of Ilia Committee on Evaltiallon,based on Ilia firsdings,and do not constitute or
imply a"approval or acceptance by any local community. Tits Committee, in review of Ilia data submitted,finds
that In their opinion floe product,material,system,or method of constrisciloot specifically Identified In this report
conforms with or Is a suitable alternate to float specified in Ilia Standard and International Codes,
SUBJECT TO THE LIMITATIONS IN TIIIS REPORT.
The Committee on Evaluation has reviewed the data Inch deep corrugated section repealing every 8 Inches. The
submitted for compliance with the Standard Building panels ate 12 inches wide to 96 inches wide. Panels are
I Cod*A and the SBICCI Standard for thirricane Resistant overlapped for unlimited width openings. They are mounted
Residential ConstructionO SSrD 10-99 and submits to the directly to the wall or by the use of angle or track extrusions.
Building Official or other authority having jurisdiction the Extrusions for mounting panels are 6063-TO aluminum alloy.
following report. The Committee on Evaloallon, SBCCI See Table I lot Maximum Panel Length.
PST A ESI and Its staff are.rv'o(responsible for any error*
or omissions to any documents, calculations.drawings, 4.2 Large Missile Impact Resistance under SSTO 12-99
specifications, tests or summaries prepared and
submitted bythedesign professionalor prepater of record The Lookout Clear Storm Panels were tested for large missile
that at*listed In the Substantiating Data Section of this Impact resistance under SSTD 12-99. The panels tested
report Copyrighted 46 2001 sacci PST & ESI passed the laf ge missile Impact test. The panels listed In this
report may be used to protect glazed openings and doorways
REPORT NO.: 2109 from windborne debris.
EXPIRES. See current SBCCI PST& ESI EVALUATION 4.3 Wind Loads
REPORT LISTING The Lookout Clear Storm Panels were designed for wind
pressisfes. Allowable traisverse wind loads are given In
CATEGORY: DOORS AND WINDOWf INAL Tables 1. The panels have been designed as non-porous
systems In accordance with SSTD 12-
SUBMITTED BY: 3813 copy
LOOKOUT SHUTTERS.INC. 5. INSTALLATION FEMED SET OF PVNS
"T BE ON,JOB SffE ON DAY
1258 MAULDIN ROAD 5.11 General of OEQUEVED WAPEOWNS
CALHOUN,GEORGIA 30701
Lookout Clear Storm Panels are Installed In accordance with
1. PRODUCT TRADE NAME the manufacturer's published Installation Instructions and this
f9port.
Lookout Clear Storm Panel
The manufacturer's published Installation Instructions and this
2. SCOPE OF EVALUATION report shall be strictly adhered to and a copy of these
Instructions shall be available at all times on the job site during
2.1 Impact Resistance under SSTO 12-99 Installation.
2.2 Structural-Transverse Wind Loads
5.2 Allowable Transverse Wind Loads
3. USES
The design wind loads on the shutters shall be determined In
Lookout Clear Storm Panels are used to protect glazed accordance with 1606 of the Standard BuldbV Cods*and
openings and dooiways from windborne debris, shall not exceed the allowable transverse wind loads shown In
Table 1.
4. DESCRIPTION
4.11 General
REPORT NO.2109
Lookout Clow Storm Panels ace made of Genef at Electric Co. PAGE I OF 3
UV Rated Loxan XL-10 sheet 0.118 Inch thick with a 1-13116
REPORT NO.2109 PAGE 2 OF 3
TABLE i
ALLOWABLE TRANSVERSE WIND LOAD
POSITIVE NE04TIVE MAX.PANEL
DESIGN LOAD DESIG14 LOAD LENGTII "Lw
P.S.F. P.S.F. JINCIfES)
3500 20.6o Joe
36.00 3000 104
37.00 33.80 100
30.W 37.70 96
39.W 41.50 92
40.10 4530 as
41.20. 49.20 84
42.30 53.00 so
43.40 56.90 76
44.50 60.70 72
45.60 64.60 68
46.70 611.40 64
fa-
47.80 7210 60
45.90 78.10 56
50.00 8000 52
Table i Notes:
1. SI Unds Conversion. I In 25.4 mm. I R 0.3 m. I psf 48 Pa
2 Opening width Is not limited.
6. SUBSTANTIATING DATA Mohner. P.E.; and ATL Report No. 1208.01-M,
December 13, 2000, signed and sealed by William R.
&I Manufacturer's specifications, and Installation Mahner. P.E. and Henry Hattern,P.F-
drawings*
e Lookout Clear Storm Panels. Dfawing 99-01. sheet 6.4 Evaluation Report for GE Plastic's Lexon XL-10 plastic
I of i,doled September 2, 2000, and Drawing 99 02. corrugated shes( as a light transmitting plastic Is In
4 shealls of 4,doled Mai ch 3,2000. prepaf ed, signed, SOCCI PST & ESI Report No. 9592A
sealed and dated by Thomas J. Twomey, P.E,
0 Certificate of Compliance for Extrusions,Alloy 6063- T. CODE REFERENCES
76, ASTM 0 221. extruded by Eastern Metals. dated
October 11,2OW, and October 25. 2000. Standard Buftng Code@-1999 Edition
6.2 Test report on large missile Impact loadings under Section 103.7 Alternate Materials and Methods
SSTO 12-97.prepared by Americati Test Lab,.)(South Section 1606 Wind Loads
Florida, ATL Report No. 01521.01-00. July 19. 2000. Chapter 17 Structural Tests and Inspections
signed and sealed by William R Mehnof. P E. and Section 1707.4 Extef lot Window and Door Assemblies
Henry Hadern, P.E.. Chapter 22 Steel
Section 2204 Cold-Focrned Steel Construction
6.3 Test report on Clear Storm Panels In accordance with
ASTM E 330,prepared by American Test Lab of South SBCCI Standard lbr Ilufficans Resistant Residential
Florida, ATL Report No. 0621.01 00, July 19, 2000, Construction 0 SS TO I&99
signed and sealed by William R Mehner, P E and
Henry Haltom, P.E.; ATL Repod Plo. 082301 00, Section 101.3 Integrity of Building Envelope
September 11,2000, signed and sealed by William R. Section 10 1.4 Alternate Materials and Methods
USTED
i C;4
1'29WA LOIN RICAD CALIHMN, CERGAIC.
-rC
:CC
FLORIDA
LOOKOUT CLEAR STORNI PANEII PRODUCT INFORMATION
MSTORY
The first clear panel made in volume was the Clear Shield panel. It proved two things;first and
foremost the public wants a clear panel that lets light in. According to a buyer at Home Depot's Tampa
office,they sold ClearShield clear pawls at twice the price of steel panels and the clear panels still outsold
the steel panels 4 to 1. Ffistorically, an extruded panel of Lexan 103 pellet or any other polycarbonate will
yellow, dry up and crack in 2 or 3 yew. History also tells us,when reinforcement is required, it rarely gets
put up coff�ctly, if its put up at all.
OUR DESIGN CONCEPT
The design concept of the Lookout Clear Storm Panel was to develop a leading edge product that
eliminated the problems encountered by prior clear panel designs,this was accomplished with the following
results:
1. The material that the Lookout Clear Storm Panel is made of is General Electric UV rated
Lexan XL-10 sheet which is warranted not to yellow or crack for 10 years. This Warranty,
by General Electric,,, is passed on to the end user by our dealers.
2. The corrugated shape is a plastic design with radius co,ner s for maximum strength.
3. It requires NO reinforcement of any kind.
4. In multi-panel uses, the panels do not need to be stitched or bolted at the overlap joints.
5. The edge of the panel does not need to be ffistewd.
6. Every fastener used is on 12" center to center.
.7. The ONE PIECE panel up to 5r wide makes it possible to mount panels that offer security,
egress and inside installation that eliminates the need for ladders in multi-story applications.
S. Lookout Clear Storm Panel is available in widths from 15" to 5r and clear span lengths up
to 108".
SBCCI PST& ES1 FINAL EVALUATION No.2109
It is the only approved clear panel on the market made of General Electric Lexan XL-10 sheet, a
material that is approved by both Dade County and SBCCI for outdoor use. No known extruded
polycarbonate has such approval. A copy of the SBCCI Evaluation Report 2109 and engineered drawings,
sealed by a Professional Engineering, are available upon request. After a metal panel is impacted 4 or 5
times, it's destroyed. The Lookout Clear Storm Panel takes an impact and bounces right back, still giving
the same level of protection it started with for the rest of the storm and years to come. The Lookout Clear
Storm Panel is warranted to be VIRTUALLY INDESTRUCTABLE FOR A PERIOD OF FEff]MEN
(15)YEARS. If you have any questions, please Call Us toll free at 1-877-200-0234,
1 -9 "M
JM FIN,
S g
16
Amrican Te-v Lab'of South Florida
6795 NW r7 Avenue Ft Lauderdale Fl 33309
Phone (954) 973-0808 Fax(954) 973-0823
w
ii;iieb-www.atL-sf.com E-Mail-info@atlsf.com
Date 07/17/01
Letter of comoliance
Client: Lookout Shuttem Inc.
ATL Report number ATLSF# 0604.02-01
The PA 201-94, PA202-94 and PA203-94 test reported in report number ATLSF #
0604.02-01 have been performed in full accordance to the requirements of Dade County,
with no deviation.
eith Hark Director
American est Lab
All Tests Certified and Witnessed b Engineer Seal & Signa ure
William R. Mehner
6795 N. W. 17 Avenue
Fort Lauderdale, FL 33309
State of Florida:
Registered Engineer P.E. #7496
Henry Hattem
6795 N. W. 17 Avenue
Fort Lauderdale,.Fl, 33309
State of Florida:
Registered Engineer P.E. MOO 143 73
American Two Lab of Soudi Florida
6795 NW 17 Avanuo F1 Laticlardale Fl 33309
Phoone(954)973-0808 Fax(954)973-0823
Wab-www.atW.com E-Mail-Infol3ailsf.com
011111
Page I of 7
An Report # 0604.02-01 DC Not 01011 Date: 7/17/01
ATL Certification # 0 1-05 16. 16 'rest Dates: 6/5, 6/7, 6/8/01
Test Requested By: Lookout Shutters, Inc., 1268 Mauldin Road, Calhoun, Georgia 30701.
Phone (706) 602-6920, Fax (706) 602-6922.
Tests Conducted: DCBCCD PA 201-94, PA 202-94, fly% 203-94, (with no deviltions)
Quafgying- ASTNI E 330.
Design Pressures - Specimens A, 111:_ + 35.iU)sf, - 35.0 i)sf WA 201, PA 203)
Specinten C: + 90.0 psf,- 90.0 psf(PA 202, AsTm E, 330)
203, ASTI 330)
Specimen —(6)sr, - 35.0 lisf(11A 201, PA 202, PA 203, AST
Configuration - All specimens were mounted as fbilows:
2
()3 ST '
Specirnens A, B, C, E 330)
Head Sill
solid concretc SoliTl Concrete
Descripfion of Product Bcinzj'�.sted: General Electric Co. UV rated Lexan XI,-10 Slic e 1ear rni
Panel, 48" wide x 1.812"deep x 0.077" thick'(inside valley, inboard) x 0. 129" thick (ridg outboard , as
shown in drawing 9902 D, pages I thru 4, From Lookout Shutters, Inc., dated 04/04/0 1.
Specimen A: Wall mount. (2) 96" ill length Lexan panels, overlapping each other, mounted in a 92-1/4"
masonry opening for Impact and Fatigue tests, At the head a 2" x 5" x 1/8" wall thickness angle, was
fastened to solid concrete with (9) 1/4" x 1-3/4" Elco hex washer head Tapcons at 6"oc in line. At the sill a
"17" track was fastened to solid concrete with (9) 1/4" x 1-3/4" Elco hex washer head Tapcons at 6"oc ill
line. Panels were fastened to the 2" x 5" angle at tile head and to tile "17" track at the sill with (9) 114 - 20 x
I" hex head bolts at 6" oc ill finc, using washer wingnuts with rubber washers, each.
Specimen B: Wall Mount. (1) 96" in length Lexan panel, mounted in a 91" masonry opening for Impact
and Fatigue tests. At the head and sill a 2" x 5" x 1/8" wall thickness angle. The 2" leg was fastened to
solid concrete with (9) 1/4" x 1-3/4" E7lco hex washer [lead Tapcons at 6" oc in line. At the head and sill
another 2"x 5" x 1/8" wall thickness angle was attached to the 2" x 5" angle with two rows of 1/4-20 x 3/4"
hex head bolts using loc fluts. l7irst row at 2" From angle leg, (5) bolts per row, 2" apart, at 12"oc in line.
Panels were fastened to angle at header ali(I sill with (9) 1/4-20 x I" hex head bolts at 6"oc in line, using
washer wingnuts %vilh njbl)cr wnshers.
ATLSF # 0604.02-01
Page 2 of 7
Specimen C: Wall mount. (1) 36" in length Lexan pancl, mounted ill a 30" masonry opening for Static Air
and Impact tests. At the head a "h" header, was fastened to solid concrete with (8) 1/4" x 1-3/4" Elco hex
washer head Tapcons at 6" oc in line. At the sill panels were flastened to solid concrete with (8) 1/4"x 2-
1/4" Elco Textron Male Panel 1�vllates Plus at 6" oc in fine. At the head panels were sled into the "h" track
and at the sill using Look-Lok washer wingritits with attached nibber washers.
Specimen E: Wall Mount. (1) 96" in length Lexan panel, mounted in a 91" masonry opening for Static Air,
impact and Fatigue tests. At the head an exterided "F" track, was fastened to solid concrete with (9) 1/4" x
1-3/4" Elco hex washer head Tapcons at 6" oc in line. At the sill an extended "I"' track was fastened to
solid concrete with (9) 1/4" x 1-3/4" Elco licx washer head Tapcons at 6" oc in line. Panels were fastened
to.the "17" track at the head and sill with (8) 1/4 - 20 x I" square head bolts at 6" oc in line, using washer
wingnuts with rubber washers.
STATIC AIR PRESSURE I'ES'I'S
Static Tests were conducted in accordance and PA 202 - 9,1
QualiFying ASTIM F. 330
Design Loads + 90.0 psf, - 90 .0 psf. Specimen C (36" in length)
Range ol'tcst time actual load 111ax. (let", pel ill.
Positive loads (seconds.) (1)S t)
1/2 30 67.5 1/2" UIC
Design 10 QO
Negative loads
1/2 'rest 30 67.5 1/21" 1/16,
Design 30 90.0 1 1/[6" 1/16"
Range of test time actual load 111ax, def, perni. set
Positive loads (seconds) (psi)
Test 30 135.0 3/4 1/16"
Negative loads
'rest 30 135.0 15/16" 1/16"
Design Loads + 35.0 psf, - 35.0 psf. Specimen E (96" in length) (WRNI)
Range of test tillic actual load 1111X. (let'. perm. set
Positive loads (seconds) (Pso
1/2 'rest 30 26.25 6-9/16- 1/16"
Design 30 35,0 7-15/16- 1/16"
Negative load:�,:!
1/2 Test 30 2 6. 5 3-1511 o"
Design 30 1� .
ATLSF 0604.02-01
Page 3 of 7
Range of test time actual load max. del'. perm. set
Positive loads (seconds) (pso
Test 30 52.5 10-13/16" 1/8"
Negative loads
Test 30 52.5 5-5/16" 3/16"
IMPACT TEST - LARGE MISSILE
Impact tests were conducted in accordance with DCBCCD PA 201 - 94
Specimen A(96" in length) (WRM)
MAX DEFL. PER DEFL
1). 4-1/2" 1). 0"
2). 3-5/8" 2). 0"
SPEED FT/SEC
1). 50.2 2). 50.3
ATLSF# 0604.02-01
Page 4 of 7
Specimen B (96" in Ictigth) (WRM)
MAX DEFL PER DU-,I-*L,.
1). 4-1/2" 1). 011
2). 5-1/4" 2). 1-5/8"
SPEED FT/SU-C
1). 50.2 2). 50,2
Specimen C (36" in lciigth)
MAX DEFL. PER DHIFL.
1). 4-3/4" 1). I m
SPEED FUSEC
1). 50.2
4 OV
ATLSF 0604.02-01
Page 5 of 7
Specimen E (96" in length) (WRM)
NIAX DEFL PER DEFL.
1). 7-3/8" 1), 1/911
2). 4-1/2" 2). 3-7/8"
SPEED FT/SEC
LILL
1). 50.0 2). 50,3
Typealld weigLiLoLtIjissile: 2 Soudiern Yellow Pine 2x,I, Length appiox. 96-1/2 '
Description of specim nsaller impact, test:
A. The first impnet, was madc in the center ofshutter at the overlap, The second impact was made in
the lower right corner of'thc shuLter. Thei c was no penetration or separation ofthe panels.
Result Passed
B: 'rhe first impact was made in the center ofshutter. The second impact was made in the lower right
corner of the shutter. '['here was no penetration orseparation of the panels.
Resillt Passed
C: Thc first impact was madc lit [lie center ofthe Omtter. Them Nvas no penetration or separation oftli,
panels.
Result Passed
E: nic first impact was made in the centdr of shutter. The second impact was trinde in the lower right
corticroftliesiluttcr. There was no penetrat ion or sep aration of the panel s.
Result Passed
ATISF N 0604.02-01
FATIGUE LOADING TEST Page 6 of
Fatigue Loading was conducted in accordnncc with DCBCCD PA 203-94
Design Lond + 35.0 psf Specimen A
Loads 18 psF 21 lisf 46 psf
Cycle 0-600 601-670 671
Max. Defl. Max. Defl. Max. Defl. Penn. set Recovery agl_eshnin
2-9/16" 3-3/8" 6-5/16" 3/8" 94% 35
Desigii Lond - 35.0 psf
Loads 18 psr 21 psf 46 psr
Cycle 0-600 601-670 671
Max. Dell. Max. Dell. Max. Dell. llerm.-Set Recovery c fc1*1nit
1-3/16" 1-5/81, 2-3/4" 1/16" 98% 35
Desigit Load + 35.0 psf Specill lei] 11
Loads 18 psr 21 psF 46 psf
35
cycle 0-600 601-670 671
Max. Dell. Max. DC11. Max. Dell. Penn. scL Recover I
.-Y
5-318" 7-3/9', 13-3/8" 3/10" 99%
Design Lond - 35.0 lisf
Londs 18 ps 1' 21 pst* 16 psF
Cycle 0-600 60 1-670 671
Max. Dell. Max. Dell. Max. Defl. 11cl-111. set Recovery cycles/mit
3-15/16" 4-3/4" 7-7/16" 3/8" 95% 37
Design Load + 35.0 psr Sperimen E (WRNf)
Loids 18 psf 21 psf 46 psl'
Cycle U 0-600 601-670 671
Max. Dell. Nlax. Defl. rvlax. Dell. Perni. set Recovery cycles/111i
6-3/8" 6-5/8" 10-11/16" 1/417 98% 45
Design Lond - 35.0 p-If
Loids Is psi' 21 psf 46 psf
Cycle 11 0-600 601-670 671
Max. Dell. Nlix. Dell. Max. Dell. Pel m. set Rcuoycry cycles/illif
2-13/16" 3-7/16" 4-5/16" Ult,9 96% 35
ATLSF# 0604.02-01
Page 7 of
2 mill polyethylene film was tised oii the Static Air Presstire and Fatigtic tests aj,(I it is tile opitlioll or
tile undersigned that they had no influerice on thc results of thesc tests.
Ohscrvers - 6/5, 6/7, 618/01
William It. Melincr - IT 6/5. 6/7/0 1
1 Ienry Hattem - IT 6/8/01
Tony Sivore, Keith I Iluker, NIlkd Fox - A'I*I,Sl;
The PA 201-94, PA 202-9-1 and PA '203-94 tests repoi led have bcen perflonned in flull accordance to the
requirements of Dade County, with no hviations.
Dade C juLtY.Av 11C Not presclit
e itli Ila�r, Director
Ith I[a - fer, Director
Anicricin 'rest i.ni) Orso ,w)
All Tests CcrOlicd and Mine.ssed by "m I -C
scai 94- sigruittif
William It. Nichmet.
0795 N. W. 17 Averme
Fort Lamict-da1c, H. 3 3.301)
Statc of Florida:
Registered Engincer 1".F. 117,100
I lenry I latten]
6795 N. W. 17 Avenue
Foit Lauderdale, H, 3 3300
S Me of Floridl:
(,
-cd Engincu P.E. #001,1373
Rcgistct
Drawing It 9902 1), pagcs I Him l, as verified and markcd with (fic ATLSF stamp ire a part of this report.
Disclainict: This test repoit mn ptepared by AnicricanTest Lab ol'Sotifli Florida (KFl,SF), ror the cxclusivc use ortlic above
im mcd cl iciii, it does no( constit tit c ccri i i teat itin of t It is prodtict. The m-wits ire ror Him pirtimilar specimen tested and does no(
imply thc(pillity of similar or idc.-itical products immufacturcd or histalled from spcciricifions identic.11 (o the (cs(cd product.
/VI'I,SF isa tc.sting libatidasmimcn, that all inFormntion providCd by HIC CHCIII isaccum.tcand docs no( guarnniccor warranty im,
Product tcsted or installed.
LAB,.ELING
ALL OUR PRODUCTS MUST BE LABELED
FOR THE FOLLOWING REASONS:
1. It is required by SBCCI on all listed and evaluated products.
2. It is required to protect our pending patents.
IT HELPS IN MANUFACTURING,
INSTALLATION AND RE-INSTALLATION:
1. The Label has a place for the customers/job order.
2. The Label has a place to identify the opening number.
IT HELPS MAKE SALES:
1. It totally identifies the material used, the tests passed, the fact
the panel withstood the Large Missile without penetration and
gives the SBCC1 PST & ESI Evaluation number.
2. The Label spells out our 10-year warranty not to yellow or
crack.
3. It warns the user to properly install the panel for designed and
tested protection.
LOOKOUT CLEAR STORM PANEL LABEL
LOOKOUT THIS STORM PANEL IS MADE OF A UV CUSTOMER ORDER
5111ATIM PROTECTED GE LEXAN XL 10 SHEET
'r
Loo"O�"
C JINC. WITH&10-YEM WARRANTY AGAINST
LF CRACXING OR YELLOWING.IT MEETS
CLEAR SOCCI SSTD-12-99.IT WITHSTOOD THE OPENING NUMBER
sTo iat LARGE MISSILE IMPACT TEST WITH NO
PENETRATION AND IS ENGINEERED TO
� :L PROTECT BUILDING OPENINGS WHEN SBCCJ PSI&ES:
A,NEL INSTALLED ACCORDING TO THE MFRS. EVALUAIION RLPORT
, "m
PAIINt PUDWO SPECIFJCATIONS&JNS7RUCTIOfi& NUMBER 2109
two
.......................
,+
3e
wokh
Amrkan Teav Lab ofSourh Florkle
6795 NW 11 Awnua Ft 1AWfardnia F1 33309
Phona(954973-0808 rnx(954)973.Oa23
Web-wwwadd.com r=-Mall-Info Gaitsf.com
Crd If I I LLO-11r;
I W gou I
Page I of 6
ATL Revort N 0621.01-00 Date: 07/19/00
ATL Certification # 98-0213.05 Test Dates: 6/22, 6/26, 6/27, 6/28/00
Test RCquested By: Lookout Shutters, [tic., 1268 Mauldin Road, Calhoun, Georgia 30701.
Phone (706) 602-6920, Fax (706) 602-6922.
Twt3Conducted; SBCCI SSTI) 12- 99, ASTM E 330.
Design Pressures - Specimen E: + 50.0 psf,- 80.0 pir
Specimen G: + 35.0 psf,- 26.67 psr
v
Confieu ration - All specimens were mounted as follows: V
Specimens A, B, F, E 1, G, G 1,
Head Sill
Solid concrete Solid concrete
Smimen C
Head Sill
Solid concrete Concrete block
Soecimen D A�
Head Sill
Wood Wood
or
Description of Product Being,Tested: General Electric Co. UV Lexan XL-10 Sheet, CI torm Panel,
48" wide x 1.970" deep x 0.118" thick, as shown in drawing 99-02, pages I thru 5 from Lookout Shutters,
Inc., dated 03/03/00.
Specimen A: Wall mount. (2) 52" Lexan panels, mounted in a 46-5/8" masonry opening for Impact test. At
the head a"h" header, was fastened to solid concrete with (5) 1/4" x 1-3/4" Elco hex washer head Tapcons
at 12"oc in line. At the sill a"F' track was fastened to solid concrete with (5) 1/4" x 1-3/4"Elco hex
washer head Tapcons at 12"oc in line. Panels were fastened to the"F" track with (5) 1/4 - 20 x I" square
head bolts at 12"oc in line, an extra bolt was used at the overlap, using rubber flat washers and washer
wingnuts .
Sp imen�B*: Floor to ceiling mount. (2) 108" Lexan panels, mounted in a 108-1/8" masonry opening for
Impact test. At the head a 2" x 5" x 1/8" studded angle with (5) 114 -20 x 3/4" studs at 12"oc in line, an
extra stud was used at the overlap. The 2" leg was fastened to solid concrete with (5) 1/4" x 1-3/4"
ATLSF# 0621.01-00
Page 2 of 6
Elco hex washer head Tapcons at 12" oc in line. Panels were fastened to the studded angle using flat rubber
washers and washer wingnuts. At the sill a 2" x 2" x 3/32" studded angle with(5) 1/4 -20 x 3/4" studs at
12" oc in lineV an extra stud was-uscd nt the overlap, was Fastened to solid concrete with (5) 1/4-20 x I"
sidewalk bolts into 1/4" x 7/8" Powers (Rawl) Fastening, Inc. calk-ins at 12" oc in line. Panels were
fastened to the studded angle using flat rubber washers and washer wingnuts
SRerjmen C: Direct mount. (2) 108" Lexan panels, mounted in a 103-1/4" masonry opening for impact tesL
At the head panels were fastened to solid concrete with (5) 1/4" x 2-1/4" Elco Textron Male panelmates
using washer wingnuts and rubber flat washers at 12" oc in line. At the sill panels were fastened to concrete
block with (5) 1/4" x 1-3/4" Elco Textron Female panelmates at 12" oc, in line, using 1/4 -20 x 3/4" pan
head phillips machine screws, flat washers and rubber flat washers, an extra panelmate was used on the
overlap. A wood spacer was used at the head and sill to bring the substrate where the panel rests against the
substrate on the fasteners.
Specimen D: Direct mount. (2) 52" Lexan panels, mounted in a RO of 47-1/4" ror Impact test. At the head
panels were fastened to wood *With (5) 114 - 20 x I" pan head phill ips machine screws into a 1/4 -20 x 5/8"
Rensen brass wood bushing using keyhole washers and rubber flit washers at 12-oc in line. An extra 1/4 -
20 x I" pan head phillips machine screw into a 1/4 -20 x 5/8" Rensen brass wood bushing using keyhole
washer and a rubber flat washer was Used at the overlap. At the sill panels were fastened to wood with (5)
1/4" x: 1-3/4" lag screws at 12" oc in line using keyhole washers and flat rubber flat washers, an extra lag
screw with keyhole washer and flat rubber washer was used on the overlap.
Specimen E: Wall mount. (2) 52" Lexan panels, mounted in a 46-5/8" masonry opening for Static Load
test. At the head an extended 7" track, was Fastened to solid concrete with (5) 1(�" x 1-3/4" Elco hex
washer head Tapcons at 12" oc in line. At the sill an extended "17" track was fastened to solid concrete wid
1(5) 1/4" x 1-3/4" Elco hex washer hend Mipcotis at 12" oc in line. Panels were Fastened to th '7' �Tack at
the head and sill with (5) 1/4 -20 x I" square head bolts at 12" oc in line, an extra bolt w,�Um the
overlap, using rubber flat washers and washer wingnuts .
Specimen El', Wall mount. (2) 52" Lexan panels, mounted in a 46-5/8" masonry for acttest.
I
x'p
r
.0 k w
At the head an extended "F" track, was rastened to solid concrete with (5) 1/4" 1 x,washer
head Tapcons at 12"oc in line. At the sill an extended '7' track was rasten t r with (5)
5 1
1/4"x 1-3/4" Elco hex washer head Tapcons at 12" oc in line. Panels were flas t track at the
t I
t the overlap,
head and sill with (5) 1/4 - 20 x I" square head bolts at 12"oc in line, an extra bo as us
using rubber flat washers and washer wingnuts .
SRecimen : Trap mount. (2) 108" Lexan panels, mounted in a 108-1/4" masonry opening for Static Loads
test. At the head a T' x 5" x 1/8" angle was rastened to solid concrete with(5) 1/4" x 1-3/4" Elco hex
washer head Tapcons at 12"oc in line. Panels were rasten to the 2" x 5" angle with (5) 1/4 -20 x 3/4" hex
head bolt using rubber flat washers and washer wingnuts at 12"oc, an extra bolt with a rubber flat washer
and washer wingnut was used at the overlap. At the sill a 2" x T' x 3/32" studded angle with (5) 1/4 -20 x
3/4" studs at 12" oc in line, an extra stud was Used at the overlap, was fastened to solid concrete with (5)
1/4-20 x. I" sidewalk bolts into 1/4" x. 713" Powers(Rawl) Fastening, Inc. calk-ins at IT' oc in line. Panels
were fastened to the studded angle using flat rubber washers and washer wingnuts.
eni
Sps6men Q1: Trap mount. (2) 108" Lexan panels, mounted in a 108-1/4" masonry openi for IMpact
test. At the head a 2" x 5" x 1/8" angle was rastened to solid concrete with (5) 1/4" x l-3X-2lZTGfW-e7-
- . . -1.- -1 .. c" ---1- -46 M 114 - 7.0 x 1/4"'
ATLSI? # 0621.01-00
Page 3 of 6
hex head bolt using rubber flat washers atid washcr wingnu(s at 12" oc, an extra bolt with a rubber flat
washer and washer wingnut was used at (lie overlap. At the sill a 2" x 2" x 3/32" studded angle with (5) 1/4
-20 x 3/4" studs at 12" oc in line, an extra stud was used at the overlap, was fasteiied to solid concrete with
(5) 114-20 x I" sidewalk bolts into 1/4" x 7/8" Powers (Rawl) Fastening, Inc. calk-ins at 12" oc in line.
Panels were fastened to the studded migle using flat rubber washers and washer wilignuts.
&FATIC Alit PRESSURETESIS
StaticTests were cotiducted iii accordance with ASTNI E, 330
Design Loads + 50.0 psf, - 80-0 I)sf. Simcimell E (1111)
Rmige of test Wile actual load max. dei*. perni. set
Positive loads (seconds)
1/2 Test 30 37.5 314" 1/16"
Design 30 50.0 1" 1/16"
Test 30 75.0 1-7/16" 1/16"
Negative loads
1/2 'rest 30 60.0 1-3/16"
Design 30 800 1-7/10"
Test 30 120,() 1-15/16"
I)esigtl 1,()ads + 35.0 jmf, - 26.67 psf. Specimen G (W it m)
Rangq of test hille actual load max, dcl, Perm. set
Positive loads (Sccolids)
1/2 Tcst 30 20 1-5 7-M 16-
Design 3o .;1; o 8-1/19- 3/1
Test 30 521.5 10-3/16"
Ncgative loads
1/2 Test' 3o 21 0, 5-1/4- 5/1
Design 30 10J)7 (I-I M" I IM , V
Test 30 -10 0 7-1/10" 13/16"
ATLSF# 0621.01-00
Pase 4 of 6
IMPACT-TEST-LARGE MISSILE
Impact tests were conducted in accordance with SBCCI SSTD 12-99
Sgecimen litlattRU03
.;I jaw t Do
—7
MAX DEFL. PER DEFL.
1). 9-718" 1). 9-7/8"
2). 4-1/2" 2). 4"
SPEED FT/SEC
1). 50.7 2). 50.8 "Sliloluillo:)
Specimen B (W
:gjU:3j 11 LIO 10
W
t jug I U
MAX DEFL. PER DEFL.
1). 3-3/4" 0. 3/411
2). 3-3/V 2). 3/4"
SPEED FT/SEC
1). 50.1 2). 50.8
An—M# 0621.01-00, '
Page 5 of 6
5gecimen Q (WRK
3
MAX DEFL. PER DEFL.
1). 5-1/4" 1). 4-
2). 6-1/2- 2). 0-
3). 4-1/2- 3). 1/2-
SPEED FTISEC
1). 50.8 2). 50.8 3). 50.8
Specimen D (WRINO
2
MAXDEFL. PER DEFL.
1). 4-3/4- 1). 1-1[4-
2). 5" 2). 2-
SPEED FT/SEC
1). 50.7 2). 50.8
TyM and wei&Lt of missil 2 Southern Yellow Pine 2x4, Length approx 89-5116" &9 Lb.
2ggfW-tion of Mecimens after impact test:
A. The fim impact was made at midspan of fourth ridge at the overlap seam. The second impact was
made in the lower left comer of the shutter. There was no penetration or separation of the panels.
Result Passed
ATLSF 0621.01-00,
Page 6 of 6
B: The first impact was made at midspan of fourth ridge at the overlap seam. The second impact was
made in the lower left comer of the shutter. There was no penetration or separation of the panels.
Result Passed
C.: The first impact was made in the lower right comer of the shutter. The second impact was made in
the center of the shutter. The third impact was made in the upper right comer of the shutter. There
was no pepetration or separation of the panels,
Result Passed
D: The first impact was made in the center of the shutter. The second impact was made in the lower
right comer of the shutter. There was no penetration or separation of the panels.
Result Passed
El: The first impact was made in the center of the shutter. The second impact was made in the lower
right comer of the shutter. There was no penetration or separation of the panels.
Result Passed
2 mill polyethylene film was used on the Static Air Pressure tests and it is the opinion of
the undersigned that they had no influence on the results of these tests.
QbMers- 6/22, 6/26, 6/27, 6/28/00
William R. Mehner-PE 6/22, 6/27, 6/28/00
Henry Hattern -PE 6/26/00
Tony Siv ith Harker, Jeremy Sivore-ATLSF
It. istant Director
encan T Lab of South Florida
All Tests Certified and Witnessed b Engineer Seal& S
S
William R- Mehner
6795 N. W. 17 Avenue
Fort Lauderdale, FL 33309
State of Florida:
Registered Engineer P.E. #7496
Henry Hattem
2154 Baton Rouge
Weston, F1 33326
State of Florida:
Registered Engineer P.E. #0014373
Disclaimer This test report was prepared by American Tea Lab of South Florida(ATLSF), for the exclusive use of the above
named client it does not constitute certification of this product. Ile results are for that partiodar specimen tested and does not
imply the quality of similar or identical products manufactured or installed from specifications identical to the tested product.
ATLSF is a testing lab and assumes;that all information provided by the client is accurate and does not guarantee or warranty aq
product tested or installed.
Almr1c8n Tev Lab of somi,r-ioricim
6795 NW U Avarim,rt tatielfrdnivy h-plog
rhone(95A)973-0000 rnx(934)973-0023
W4b-www.ai(sf.cotv% E-Mail-Info Onth-cf.com
oaui
Page I of 2
ATL Repo rt # 0823.0 1-00 Date: 09/11/00
ADDENDUM TO
ATL Ile2ort # 0621.01-00
ATL Certification # 98-0213.05 Test.-Date 107/00
Test Requested By-.. Lookout Shutters, Inc., 1268 Nimildin Road, Calhoun, (3corgia 307
Phone (706) 602-6920, Fax (706) 602-6922. 17�
Tests Conducted: SUCCI SSTI) 12- 99, ASTNI E 330.
Design Pressures - Specimen If 1:+ 45.0 Inif, - 55.0 1),-vf
Conrizurstion - Specimen was mounted as l'ollows:
Specimen III
ticaa "N111
Solid concrete Poured c"onci etc block
Description of Product Being Tested: (jencral Electric Co. UV Lcxan XL-10 Sheet, Clear Storm Panel,
48"wide x 1.970" deep x 0.1 IS" thick, as shown in drawing 99-02, pages I thru 5 rrorn Lookout Shutters,
Inc., dated 03/03/00.
Specimen 111: Direct mount. (2) 80" Lexan pancls, mounted in a 74" masonry opening for Static Air test.
At the head panels were fastened to solid concrete with (5) 1/4" x 2-1/4" Elco Textron Male panelmates
using washer wingnuts and neOpTeme flat washers (4) at 12" oc in line, (1) at 6". At the sill panels were
fastened to poured concrete block with (5) 1/4"x 2-1/4" rzico ,rextroti Male pRnelmates tming washer
wingnuts and neopreme flat washers (4) at 12" oc in line, (1) at 6".
ATLSF 110823.01-00'
STATI!Q AIR PRESSURE I*ES'FS Page 2 of 2
Static Tests were conducted in accordance with ASTM E 330
Design Loads + 45.0 psr, - 55.0 psf. Specimen If I (WRM)
Range of test time actual load max. def. perm. set
Positive loads (seconds)
1/2 Test 30 33.75 3-1/8" 1/16"
Design 30 45.0 4-1/4" 1/8"
10
Test 67.5 6-1/16" 3/16"
Negativeloads
1/2 Test 30 41.25 2-9/16" 1/8"
Design 30 55.0 2-13/16" 1/8"
Test 30 82.5 3-1/2" 3/16"
Observer 09/07/00
William R Mchner - PE
Keith Harker, Jeremy Sivore - AIISF
eith Tr ssistant Director
of�
eric est Lab of South Florida
All Tests Cettified and Witnessed by: Engineer Seal & Signature
William R. Melmer
6795 N. W. 17 Avenue
Fort Lauderdale, FL 33309
State of Florida:
Registered Engincer P.E.. #7496
Disclaimer- This test report was prepared by American Test Lab of South Florida (NrLSF), ror the exclusive use of the above
named client it does not constitute ccTfificalion of this prodtict. The results are rar that Tntficularsped...ci tested and does not
imply the quality of similar or identical products rm-muractured or installed rrorn .�pccirtcntions identical to the tested pnx*ict.
AMSFisaicstinglabandassun that all information provided by Ihe client isaccurate and does not guarantee oT warranty
product tested or instilled.
American Tu3s Lab of South Florkla
6795 NW 17 Avemm F1 I atidertimle F133309
Phone(954) 973-0000 Fnx(954) 973-0823
W
* 4b-WWW.at1!Sf.CoF" E-Mmll-InfoGa1w.coln
ou LI,
Page I of 5
ATL Report 111208.01-00 Date: 12/13/00
ADDENDUNITO
XFL Reim-( M 062 1.0 1-00
ATI, Certification // 98-0213.05 Test Dates: 12/8, 12/11, 12/12/00
'rest Re( ucstcd Bv: Lo'Okout Shutters, Inc., 1268 Mauldin Rond, Calliotin, Georgia 30701.
Plione (706) 602-6920, Fax (706) 602-0922,
'J'csts Contlucled: SIKJA SSTD 12 - 99.
Coil FIZII ra fion - Specimens k%cie momiled is flollows,
Specimens E.2, IlD, 11, 12, 13
1 lead Sill
Solid concrete Solid conct etc
Descrij)tion of Prothict BeingTested: Gencial Elecuic Co. UV Lexan XI,-10 Sheet, Clear Stonk ) F1
,18" wide x 1.970" dccp x 0. 1 IS" thick, as shown in drawing 99-02, pages I thni 5 from Lookou t
Inc., dated 03103100.
ou
oril F
Succimens E2, E3: Wall mount. (2) 52" Uxin pancls, mounted in a 16-5/8" masonry openin or INpact
x
1 :4
tests. At the head aii eXtC,jdC(l -17" track, was rastened to soll(I concretc %vith (5) 1/4" x 1-3/4" -1 hex
washer liend Tapcons at 12"oc in line. At the sill an extended 'T" track Nvas rastcned to soli c crete with
I c
(5) 1/4"x 1-3/4" Elco, hex washer hend Tapcons at 12" oc. in line. Pancls were fastencd to the 'i" track at
the head and sill with (5) [/4 - 20 x I" square hend bolts at 12" oc in linc, aii extra boll was uscd at the
overlap, LISillg rubber Mat washers ind washer wingnuts .
Specimens 11, 121 13: Will mount. (2) 108" Lexin panels, mounted in a 104" masonry opening for Impact
tests. At the head an eXtejj(IC(I "17" track, was Fastened to solid concrete with (5) 114" x 1-3/4" Elco hex,
washer head Tapcons at 12" oc in line. At the sill an extcnded "17" track was fasiciml to solid concrete with
(5) 1/4" x 1-3/4" Flco hex washer head Tapeons at 12" oc in line. Panels were fastcncd to the extended 'T"
track (it the Imml lind sill wit 11 5) U4 - 20 x I" square head holts at 12" oc in line, an extra bolt was used at
the overlap, using i ubber flat Nvasliel s ind washer wingiluts
ATLS17/11208.01-0(Y
Page 2 or 5
IMPACTTES I F- LARGE. MISSILE
Impact tests were conducted in accordance xvith SIICCA SSTD 12 - 91)
2
MAX III;-R DIT'll
1). 5-3/4" 1 ). ()"
2). 4-3/8" 2), 2-1/2"
SPIT'D
1). 50.8 2). 50.9
2
MAX
1). 6-3 M
2), 5-1/2" 2). 1-I M
VF/SI-.*C
1) 50.9 2). 50.()
,v_z_l
-z-2. - 2
MIS F 1/ 1208.0 1-00
j5pggimen 13 Page 3 of"!
2
tvIAXI)I-.,171,. PEA DF.Fl
1). 8-1/2" 1), oll
2). 4-3/8" 2)� 3-5/8"
1). 50.2 2). 50.2
Specimen E2
MAX DFFL.
1). 5-1/w, 1). 011
2). 2-3 M 2). 1-7/8"
. sill.".1".1) 17,17SUC
1). 50.2 2). 50.8
ATLSF 1/ 1208.0 1-OU
Page 4 of
51jecinign U (Wim)
MAX DEFL. PER DE-111.
1). 5" I). ()"
2). 0-1/2" 2). 4-1/2"
1). 50.2 2). 50.8
'rya!L_a_n(Lv�c_ig!it Knuis-si.le- 112 Southern Yullow I'Me 2x,l, I.ength appox. 96-1/4" & 9 Lb.
l3cscrilition (31"SILLLe-illiells aller
H: 'Fle, fil—s-t ill tile center of*the shulter. The Second IMPact was Illaoc ill the Iowa
right councr ofthe S11111 ler. O1"thC 1),11105.
11c'slilt Passell
12i The first impact was Illadc ill the centei ol'the slititter The second impact was made I c o% fell
cot-tier of*tile Shutter. TI lei c 'was no,penctiation ur sepa rat I oil or i he 1),nei.s.
Result Passed
I c
13: The first impact was 111,1de ill tile (;Clltcl, of'tllc .slltlttcl-. The sccolld impict. was mrid 164eir lefl
corner of the shutter. There was no penetration or scimralloil Orthc pallcls.
Result Passed
E'2: The first impict, was made ill tile center cli'llie shiMer. The sccond impact was nildc ill the lower 1cfl
corner ofthe shutter. There mis no penetration or scparat toll ofthe pancls.
Result Passed
13-3.- The first impact was made ill the cciltcl, Ol'the shuttei,. *I*llc sccond impact wis made ill tile lower lcf'
cortier of'thc shutter. There was lio pCilefra(ioll or Separation of'thc pallcls.
Result Passed
ATLS F H 1208.0 1-00'
Obsery 12/8, 12/1 ), 12/12/00 Page 5 of
William It Melmcr - PV 12/12/00
Henry I-lattem — PE, 12/8, 12/11/00
Keith Harker, Jeremy Sivore, Mike Fox - ATLSF
?eith Hark� ssistant Director
or
r11jer 11 'lorida
merican ' -est Lab oMomth Florida
All 'rests Ceitified and Witnessed by: Fiighicer Seal & Signature
William R. Nfeliner
6795 N. W. 17 Avenue
Foit. Laududale, Fl. 33309
State of Florida:
Registered E-iigimer 11 F, /0,196
0
1 lattem
2154 Baton Rouge
Weston, 1-133326
State W*Florida:
Registered Engincer P.H. //001,1373
Disclaiincr: '1*1iis icst rclx)it mis prcparcd by Amcricaii'l'cst Lab of South Florida (NI*LSF), ror the cxclusive use of dicabove
named client, it docs not constitute certification of this product. Thc rcsults are for that particular spccinicn les(cd and does not
imply the quality of similar or identical products manufactured or installcd from spccifications idmitical to the tcsted product.
A*rLSF is a testing laband assunics that all information providcd by flic client isaccurawand docs no( parin(ce or wirinuty mly
prodtict (cstcd or ins(allcd.
5
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cn REVISIONS
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GE Structured Products
LEXANO XL10 SHEET
Product Warranty
10-YEAR UMMED WARRANTY
If LEXAW XL10 sheet breaks within ten (10)years from the dab of sale due to manufacturing defect and subject
to the conditions ad forth herein, then the purchaser, or a taimicator designated by the purchaser, will receive free
flat replacernent LEXAN XL10 sheet, provided the failed sheet, original sales receipt and this warranty are returned'
to General Electric Company or the original dealer.If a replacement shed cannot be provided within fourteen(14).daysi
General Electric Company may opt to refund the original sheet purchase price. I ..
if excessive yellowing or loss of light transmission as defined herein occurs during a seven M year period M)rn
the date of sale due to manufacturing defect and subject to the conditions;set forth herein,General Electric Company
will provide flat replacernent LEXAN XL10 sheet to the purc.haser 7 or a.fab*rlcqW designated by the purchas�'-9'
--- to the following schedule. If excessive yellowing or IIghA tiarisrhhuilm as defined herein occurs~seven
M and before ten (10)years from the date of sale due to a man4 And defect and subject to the conditions set
forth herein, General Electric Company will replace the material at a cost to the purchaser of 1/120th of the original
cost for each nxxft from the date of sale. The failed sheet,original sales receipt and this warranty must be returned
to General Electric Company or the original dealer.It a replacement sheet cannot be provided within fourteen days,
General Electric Company may opt to refund the pro-rated cost of the original sheet.
CONDITIONS
This warranty applies only to sheet fabricated,Installed,and cleaned according to General Electric Company recommendations.
It Is Important to note that LEXAN XL1 0 sheet Is designed for weathering resfsthnce and does N&provide abrasion resistsince;no
-4rrandes are extended on the abrasion resistance characteristics of this prbduct.The warranty does not cover(reyinstallation or
Acatim expenses or any other direct or Indirect loss(es)which may result from the sheet failure.
Breakage:This warranty against breakage applies orgy to sheet fabricated,Installed,and cleaned accord n*g*tq Gendrw Elecj�c
recommendations. LEXAN XI-10 sheet has 30 times the impact strength of acrylic. However, no material can be described as
ible to account for all types of usage.
unbreakable,for It Is Impossi a
Yellowing and Light Transmission: The warranty against yellowing and light transmission applies only to earfrai�spar
(112)LEXAN XL1 0 sheet.The Yellowness Index(YI)of LEXAN XI-1 0 sheet,cleaned according to the recommendations of Geneial
Electric Company,shall be less than 5 during a five-year period from the date of sale.and shall be less than 10 during awl-ra"pedod:�',.
from the date of sale,as determined according to ASTM D1925,as measured with a Gardner Colodmeter(Inirt- P6i0d9!1s:.
Illuminant C,20 Observer).The fight transmission characteristics of LEXAN XL10 shW,cleaned according to the 09WAA, .. ..... ...
of General Electric Company,shall not decrease by more Ow 5%during a five-year period from Me date of safe,and shall not decreed@.
by more than 7%during a ten-year period from the date of sale,when tested by the procedure specified In ASTM DII 003,ai'mipf-yed
by a Gardner Colorimeter(instrument Conditions:Inuminant C.2*Observer).This warranty Is limited to excessive yellowing and loss
of light transmission due to the degradation of LEXAN XL10 sheet and does not cover yellowing or light transmission losses due to'!--
dirt abnosPhodc deposits, or abrasion. You should be aware that afi outdoor materials are subject to Irr9v4niibI6'd9p0.Sd10ns,".'.
atmospheric elernents and can be expected to show signs of hazing eventually. Regular,proper cleaning will significantly reduce...
butnotellmInate,ttiatpracess. (See reverse side for cleaning and maintenance Instructions.)This waffanty,does riot pover abrasion-
or scratching.
THE WARRANTIES STATED IN THIS PUBLICATION ARE THE ONLY WARRANTIES MADE 13Y GENERAL ELEcTfild COWANY
WITH RESPECTTO LEXAN XL1 0 SHEET AND ARE IN LIEU OF ALL WARRANTIES,WRITTEN OR ORAL,STATUTORY.EXPRESSED
OR IMPLIED,INCLUDING ANY WARRANTY OF MERCHANTABILITY OR FITNESS FOR PURPOSE..
GENERAL ELECTRIC COMPANY SHALL NOT BE LIABLE FOR ANY SPECIAL,CONSEQUENTIAL,OR INCIDENTAL DAMAGES
ARISING OUT OF THE USE OR APPLICATION OF LEXAN XL10 SHEET WHETHER A CLAIM FOR DAMAGES IS BASED UPON
WARRANTY,CONTRACT,TORT OR ANY OTHER LEGAL THEORY. UNDER NO CIRCUMSTANCE SHALL GENERAL ELECTRIC
COMPANYBELIABLE FOR ANY AMOUNT GREATERTHANTHE ORIGINAL PRICEPURCHASER PAIDFORTHE LEXAN XL10SHEET.
THE REMEDIES PROVIDED HEREIN ARE PURCHASER'S SOLE AND EXCLUSIVE REMEDIES.
Notice: This dealer Is authorized to fulfill the above obligations of this warranty to the
Purchaser at the expense of-. General Electric Company,Structured Products, One Plastics
Avenue, Pittsfield, Massachusetts 01201 (1-800-451-3147).
This limited warranty must 6a completed by the dealer at the time of sale.
'TnerName:
DealerName:
Date of Safe:
GE Lot Number
Date.-._...
V ...
Permit c.1-1.249. .4. 4V. —
CITY OF ATLANTIC BEACH Valuation ........
FLORIDA
House
APPLICATION FOR BUILDING PERMIT eh',:�74�------------ --------.......................
......................... ........
a for the approval of the detailed statement of the plans and specifications herewith submitted 10T %I
Application Is hereby mad
building or other structure described. This application in made in compliance and conformity with the Building Ordinance oj
the City of Atlantic Beach, Florida, and all provisions of the Lawx of the Stste of Florida, aU ordinances of the City of Atlantii
Beach and all rules and regulations of the Building Department of the City of Atlantic Beach, shall be compiled with, whethei
herein specified or noL
The Contractor or Owner-Builder who haa been issued a Buildinse Pernit is automatically responsible to ascertain that all sub,
contractors engaged by him in duly licensed in the City of Atlantic Besch,Florida. To prevent delay or embarresment regar&
Ing intermediate or final Inspections It is suggested that a list of sub-conxactors be submitted to this office jo That licenses car
be verified. Date....Septemb.ex__,14-----_--------
owner.-.....J.oharm... ....................Addresx40 Barnett BjAg�,�
----------........
19 Oeean Blvd, 24Q-0647
ArcMtect-.G_emard_...Y_ermay...................................................Address, .............-----J--_-------__---_-----_.-Telephone No........-......... I-
Contractor Builder..�p_1.a_nd_..B_u.iJ d.e.r s....of...Jax-,...Addrexs._YQ.._QP9An.3_1Yd........ .-,Telephone No_249-�066
.......... ..... .........
Lot No.....S.e,e....Alt-t-a.c.h.ed. .... Inc _.S.ee....A.t.ta.c.h e.d. .. ...... _Zone
...........Block No................ ..._.....lub Division
Tenth
.............-Street........1 Qvh.....Side Between.....IQ# street,...
...... ------__............... .. .and S
Valuation $2,40QQ�*_QQ---For what pur pose will building be used_.Bpq_1(entia 1.-Typ.
- ----- ....... of construction?.._'$1Qr.Y rrw
Dimensions of Building....34....X....5
...........Dimensions of Ut.._JA...x...5?...;�_P_P�rox_*.. Size of FootingsEx.i's_t-ing
Size of PiersSee....plans-------Size of sjlisS_e.e...F1anS_--GTeate#t Sill Span in �larType Roof1Sh.1P_F11Q
How will Building be Heated?91eqtr!pal Heat...P
.............__..... ......... .--.!jTPWIU Buiding be on Solid or Filled Ground?_ lid..........
Size of Ceiling Joists Distance on Centers... ....... ........ Greatest Span
Size of Floor Joists.. ......... . . ........ Distance on Centers..... ........ . Greateot Span....
..............
Fu Of Rafters... -------- Distwxe on Centers........ .... . ....... ...... ... Greatest SpQ