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gffiNjM0ZjjjffVII'cft'I Product Approval Menu>Product or Application Search>Appiltadpp LIS C>Application Befell
-�, gl� FIL# FL8523-R
Application Type
Code version 201
Application Status Approved
Comments
Archived _.
Product Manufacturer American Shutter Systems Association,Inc.
Address/Phone/Emall 4268 Westroads Drive
West Palm Beach,FL 33407
(561)209-8263
ofeeley@easternmetai.com
Authorized Signature Bili Feeley
Irodriguez@eastemmetai.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category CShDuttersSubcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Walter A.TSlit Jr.
Evaluation Report
Florida License PE-44167
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By John Henry Kampmann Jr.
Validation Checidist-Hardcopy Received
Certificate of Independence FL8523 RS COI A S 5 A SNC C.1, DRWG 15-088 Ddf
Referenced Standard and Year(of Standard) Stan9aLQ Year
ASTM E330 2002
ASTM E-1886-05 2005
ASTM E-1996-05 2005
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvjJC6uOEmpYh... 7/1/2015
Florida Building Code Online Page 2 of 2
Date Submitted 04/28/2015
Date Validated 04/30/201S
Date Pending FBC Approval 05/09/2015
Date Approved 06/23/2015
Summary of Products
FL* Model,Number or Name Description
8523.1 Bertha HV Bahama Shutter(Non-HVHZ) Extruded aluminum blades assembled together and retained by
IDrawing Number 15-088jambs/headers to provide Hurricane Protection.
Limits of use Instaltation Instructions
Approved for use In HVHZ:No8R 523 R l$ 1 A S 5 A INC DRWG 1S 088 odf
Approved for use outside HVHZ Yes Verified By:American Test lab of South Florida Inc.
Impact Reststante Yes Created by Independent Third Party:Yes
Design Pressuran-WA Evaluation Reports
Other:Large missile level"D",Wind Zone 1,2 and 3,Max.width is 42" FL8 23 (t5 AEA S A INC P.E.R. DRWG 1S^088 OdF
and Max,height Is 96"for+45,-55 p.s.f.ASD design load,Max.width is Created by Independent Third Party:Yes
120"and Max.hel ht Is 70"for+45,-50 ps.f.
Contact Us::1940 North Monroe Street.Tallahassee FL 323n Phone:850-487-1024
The State of Florida is an AA/EEO employer.Copvriaht 20 7-2Q�D33 Stye of Mrift::Privacy Statement::AccMIbllity Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e•ma0 address released in response to a public-records request,do not send electronic
ma8 to this entity.Instead,contact the office by phone or by traditional mail.it you have any questions,pie contact 850,487.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The
emal6 provided may be used for official communication with the licensee.However emelt addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which an be made available to the public~To detemmne If you ate a licensee under Chapter 455,F.S.,please
didcj M.
Product Approval Accepts:
®OR
SCGUYf
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvjJC6uOEmpYh... 7/1/2415
NERAL l=
1. BERTHA H.V. BAHAMA VERIFIED FOR COMPLIANCE IUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT IN ACCORDANCE WITH THE 20 4 (5th EDITION) OF THE FLORIDA BUILDING HAS CODE 8.3) SHANIMUM LL BEET, 5/8- FOR CO RETE AND 1BEDMENT OF PANELMAYE ERTS INTO 1/4" FOR BLOCK EOR RESPECTIVELY.1/BLOCK
20
THIS BMW SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI RADE/
BROWARD COUNT() S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4' LONG SHOULD STUCCO
DESIGN
DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO.
FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B,4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE
FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE
MAXIMUM (ASD.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1, B.2 AND
IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3).
SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN.ORDER TO
TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND
IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 337 INCREASE SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER.
IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS
INTO WOOD,A 1.60.WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. B. EACH SHUTTER SHALL HAVE A LEGIBLY AND READILY VISIBLE MARKING INSTRUCTING OWNER OR
BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED TENANT U SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS.
IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE
0510.01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPERANCHORAGE CONTRA
STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D. BASIC PROTECTION ONLY. CTORTO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH
2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION.
ON SCHEDULE ON SHEET 7.
3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6083—T6 ALLOY AND TEMPER, WITH F 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS
Y DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE
=.25.0 ksT MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO.
4. ALL SCREWS TO TR STAINLESS STEEL 304 OR 316 AIS( SERIES WITH 50 E YIELD POINT AND
90 kei TENSILE STRENGTH 11, SHUTTER'S MANUFACTURER LABEL SHALL BE IOCAzED CNA READILY VISIBLE LOCATION AT
ENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2471.3.3.4. EXPOSED SURFACE OF THE BANANA FRAME C D ORUE IN ACCORDANCE WITH SECTION
5. BOLTS TO BE AISI 304 SERIFS STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 1715.0.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING.
6. ALL ALUMINUM POP RNEfS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE
7. ANCHORS TO WAIL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC
AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, L e. WHERE THE
(A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.D.
1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDDI, INC.
1/4'0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION
NOTES: INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION
DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON
A7) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY.
A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8".
(c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY
A3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS.
WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND A.2). (d) SITE SPECIFIC PROJECTS SHALLBE PREPARED BY A FLORIDA REGISTERED ENGINEER OR
ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND
(B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,
— 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS
— 1/4'0x3/4' ALL POINTS SOLID—SE7 ANCWORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW.
SPECIALTY COMPANY �u�1I11i(�p (GENAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE
— 1/4"0x1 7/16" PAN@mTE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ``��.�`PV,� A;•!/l ZONAL ENGINEER OF RECORD THAT PREPARED R
UCENs�;;c/- THIS DRAWING SHALL ONLY BE USED TO
B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR OBTAIN PERMITS IN THE SITE of FLORIDA
CONCRETE HOLLOW BLOCK SHALL BE 1 1/4'.
I Ore
B.2) MINIMUM EMBEDMENT OF 1/4"0x3/4"ALL POINTS SOLID—SET ANCHORS INTO POURED c FLORIDA BUILDING CODE (Ion High Velocity Mrrieane Zone)
CONCRETE SHALL BE 7/8' OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY 1-3�tA�Dtp-7 02015 MNCO M.
EMBEDDED. .O. A �r ASSA/ BERTHA H.V. BAHAMA SHUTTER YL
'„�'• IORID c`T4a CPAM W
NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHAN,,�, -fib.............
.•••••..... .� 0� �60®INc �ED� an���s
1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1” MINIMUM FOR WALLS WITH NO SNCCO. ����qpu mm�a��,t nw7 irnelo a sr+airzeaaso eouvun + Ws ow� C" Tom' as
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SECTION D --D AL TERNAH SECTION D'—D'
(WALL MOUNT) (WAu MOUI'Ih
HON HURRIOAHE POSITION
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SECTION C — C SCAM 3/e•.r A.Tlj�j 4iv
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FLORIDA BUILDING CODE (6w Mlgh Yetocity Narricatne lone)
(19ALL MOUNT) t +FAIS+•':t/5S
HURRICANE POSTNON F 02015 1=0 lac. ASSA j 8FR1}IA M.Y. WMA SWIM q By
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SCHEDULE#1
MAXIMUM SHUTTER SPAN MAXIMUM SHUTTER WIDTH W(in)FOR SINGLE(CASE 1)&
MULTIPLE(CASES 11&111)UNITS FOR A CORRESPONDING A-S.D.DESIGN PRESSURE RATING
FOR INSTALLATIONS INTO POURED CONCRETE,CONCRETE BLOCK OR WOOD SUBSTRATES
$1 UNITS ELEVATION MULTIPLE UNITS ELEVATION
f'
&, &qr I:WALL MOUNT 11 :WALL MOUNT a CASE In:WALL MOUNT
8
BAHAMA
SHUTTER
ELEVATIONS
[--OoUsLii u,;s-4
SINGLE
UNITS
MAXIMUM A.S.D.
CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION
RATING wim -w- (IN) -L- (IN) TYPE REQUIRED TO GLASS (IN)
+45.0 —55.0 42- 96" N/A 4 5/8-
11 & III t+45.,O —50.0 70^ 3 5/8"
--l-----,sCHEDULE 0 2
MAXIMUM ANCHORSPACINGTOP FEMALE HING.§.@
FOR SINGLE(CASE 1)&MULTIPLE(CASES 11&111)UNITS OR'o"
-0 v\cElJ*
FOR A CORRESPONDING A.S.D.DESIGN PRESSURE RATING&SUBSTRATE TYPE
0.441
SUBSTRATE S=
MAXIMUM A.S.D.
CASE DESIGN PRESSURE POURED CONCRETE
RATING WOOD -OR--�1
SOUTHEpL+Me-,Nq,2 CON!��!(, ........
IV--
+45.0 —55.0 12" L 7 1/2-
11 & llI/ +45.0 —50.0 7 7 1/2 7 1/2" FLORIDA BUILDING CODE Mon Itgh Velocity Hurricane Zone)
328%R=W— ASSA/BERTHA N.V. 13MMIA SHUTTER mi-
cmu"or
03115
mitt ttsat+a RAMERICAN SHUIlM FWW ASW-, INC. 0asy,
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m(anom-m:�ft(5so=-4= 15-088
DRUM ft.
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