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HomeMy WebLinkAboutPRODUCT APPROVAL '-- Florida Building Code Online Page 1 of 3 iSA v +riff, i,. f '1, 3' ..t`r u 'i- Y #1" .�4 a" ^ h',%3-4, t. a i d ies �1 P IO.te5510g3�a °:-.6.—,1 ®�pr ,Y "Mc- ..a} _' a, ., 'a..1,' yr eetZtr ". *A, 7. ilarir 654/tTps oral Er e " r SCIS Home I Login /User Registration Hot Topics Submit Surcharge Stats&Facts Publications , FBC Staff SCIS Site Map Links Search dr Fkrid2 / v Product Approval lir' '— USER:Public User prod at Annroval Manu>product or Application Search>Application List>Application Detail _ _r r r..r Nw7 .:�. _.,.,u,,, FL# FL389 R9 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley li Irodriguez@easternmetal.com ii Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email II Category Shutters Subcategory Accordion 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 Walter A..Tillit,Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. - J Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE C1J.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced•Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By httns://www.floridahuildina.ora/nr/nr an dtl.aspx?naram=wGEVXQwtDgvYYHH2vJvx5... 1/8%2018 rlorida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks • Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile Level"D".Max span is 12'-3"for 40 psf Evaluation Reports positive ASD load and 13'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab.of South Florida Inc. Other: Large missile level"D". Max.Span is 16'-0"for 30 Created by Independent Third Party:Yes p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64, FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC.. -72 p.s.f.A.S.D. load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: Yes respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks • COMBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 106 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST,PDF Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load Created by Independent-Third Party: Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC.. INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF 1' Created by Independent Third Party:Yes II Badt Ne:rt Contact Us:: -• : , t ,• -- "Phone'850-487-1824 The State of Florida is an AAJEEO employer.Coovrioht 7007-2013 State of Florida ::privacy Statement:: • cessibility Statement::Re and Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: httns://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 1/8/2018 • • GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON 11115 PRODUCT EVALUATION DOCUMENT(PEG.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (ETA EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE MOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM'(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THRU 15, 19 & 20. ,,rNte� IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A3.0.DESIGN WIND LOADS AREA 1: HV BLADES CO& a BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS OH THIS P.E 0,AS TESTED,WERE NOT OVER STRESSED.A 33 5 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS t0 USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A RAND DURATION FACTOR CD=•1.60 WAS USED FOR VERIFICATION OF FASTENERS Al WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND MD LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE W1111 SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATI.REPORTS: TYPICAL SHUTTER ASSEMBLY 38-4 4 SHEET 4 TYPICAL WINDOW BLADE &WINDOW DETAIL -NV BLADE 0 10214.01-03, 10715.01-03, #1004.01-05,#1214.01-05,10317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-I88B AREA 2' HV :LAD ANI HV WINDOW BLADE C1q AND E-1996 STANDARDS(MISSILE LEVEL D, WIND ZONES 1.2 &3)&11220.01-10 AS PER TIS 201, 203&203 PROTOCOLS LARGE MISSILE. (W ERE APPLICABLE). -HV WINDOW BLADE ®#0505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE LEVEL 0,WAND ZONES 1, 2.3) BASIC PROTECTION ONLY AND/0725.01-88 AS PER TM 202 PROTOCOL. TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 2. NV BLADE®AND NV WINDOW BLADE INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 Q ©- ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS (NV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114,2.75'AND#140.75'RESPECTNELY, 410-HT MINIMUM SERIES CCNTERMAIE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 MN YIELD STRENGTH AND 180 Fs'TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA NN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS-IV SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER S DILMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. MINIMUM WELD STRENGTH FOR 5063-T6 ALLOY IS 30.0 ksl AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AJSI SERIES CR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 HI MIN.WELD STRENGTH AND 90 AM MIN. TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 B. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM WELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:NV BLADE 01 : 12,13,14.15 AND 20 INSTALLATION DETAILS TA-R,WOOD SHEET 16 HV BLADE 0&131 WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 • 0. THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.5.PATENT 15'458.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY, INC. 9. IT SHALL DE THE RESPONSIBILITY OF THE CONTRACTOR-TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK •RFA 3: HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES W1-1/CH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH T110 BUILDING TO PREVENT WINO/PAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10. EACH UNIT MUST BEAN PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS, MIDST PROPERLY CLOSE ALL INV AND HD ' CENTERMATES AND ENGAGE OR LOCK ALL IN AND HD LOCKS., AREA 4: I-IV WINDOW BLADE(1)ONLY • 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY 1,15181E LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. , • 13. (o) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR SITE SPECIFIC PROJECT;I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (so) THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS OBTAIN PERMITS IN THE STATE OF FLORIDA (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR • REVIEW •. (e) ORIGINAL P.E.D.SHALL.BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ,NIAAV,,,,,,!,,�,,_ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone', E11I�`N•' �lr.i 02017 TILTECO•INC. ®2017 EASTERN METAL SUPPLY. INC. BERTHA HV - `TSL'..V...,•"r,\GENS��••,;�"P� n4 a, y / IILIE C O \ A•S.S,AN Accordion Shutter System INC.` H.V. MADE#1 W/DR w/o H.V. hMI-WN ELME dlit/61) i ; American Shutter Systems WV.Ne DESCRIPTIOT DATE DRAMA SY. E.G. TILNIT TESTING & ENGINEERING COMPANY T 4b!IN.W.]DN.SI.SU.:OS,NRDR 4 GAO7 S,ROAM 33111 Assoclallon, Inc. I me IS-085 07/27/17 DATE: 07/27/17 �C ' Ir,.'Ito,N%A Pnos'e:(305)871-1530.Fox I(305)0T1-1551 4268 Westroods Drive 2 DRAWING No � 4:'•:. .., Na11LL a-0,511 hlllsosooO191,,o,,, West Polm Beach, FL 33407 3 ss/LANAI*x,,..11 WALTER 1.111LR I..P.E. 4 1 7-1 07 P.F. �EAtfSIFAIAYURE/DATE FLORIDA Lb. T 44167 5 SHEET - 6 1 OF 20 • . , .o.,- . a c I E 1,1 A . c, P.• . a> •'. l''' N t-I j CY Z j, 0 0 'I '.e. i'.4 `1'...I • • 2 , . ii 4:7)r-'•''--i . z F.,,,z4x .,! . ,o, L 1 ..,J ' .' ... . .0 .., ,..., ,T =. .i Jr 0 Lr i 1 Si < . -- -" ,*.-- -0 .. , • : _.... c)3 f3 . . © 8 'a'.g, , I — <5 1 . . , 1 L., --I-,,*. • ,,., •• . . .t 6" " _ . I _ C-0 m. )- = . 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N a un. � O a F.X.'' x.102' 3 J• i0 - ' .QHS• •OVuUa\ w • ' • • ce_ ' ' Y,-'• aALo_ -- • ' Wp47i ''° .. O 5 • 1 MCI-- thQ ■ C (/ 0 0 .,,s 4 • • • I SHUTTER ASSEMBLY SCHEDULE("HFOR I 3 3/6'0 - HV HV tJFy O Iz 111N. l CE 6625' • • �' 1. 41 _ 4 TO BLADE 714 .1675'L.*-�_.—._,._.._.__. - O NV BLADE 1 • �` - E, E NV W0N00W BLADE 0625' 1 '0625 .0625' HV BLADE to ._� 'I 'E:E' cJ, )675' tttnoaxx !UI NN BLADE'S- I ,"9 OFENN7 .0625 N Q HV LONG RECESSED NYLON BUSHING. _ -7z Y N 1 KNUCKLE • (c�3 ' F 1 3 44 MP) O.Osa 30 HV SHORT RECESSED NYLON BUSHING q� 0"'.-11 1 \\ a� i I I RAT 8 IION R1.750Q' ® HV NYLON HAT WASHER 111 ©OR ',& i • P 0 4 li .7 ��`\3 So' l ® HV WHEEL CARRIAGE AISI 302-303 SERIES � l�j,4 � 40 nj Q `,/0`02.8750` ! X 6.870'x3/16" THICK NYLON WHEEL. `1' n r, f `'I 2 7/8'uw.� 1W w3300W \`. n,... CLEAR 03.••• ~+'_ 7 "0 SEPARATION4 .0625" .3.7500' I A 0.188"6 AISI 302 SERIES S.S. RIVETS 4 r BETWEEN 1 .6625' ~ ® NV 1 3/4" ACCORDION PIN WI #8 HEAD * EXTERIOR •:1 —L III b OPEN NGS ; oe cEMCRs �'" r 7500' ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD �`T fi '— (i' -.4- -f.....9, _ , 2FV4 ;;;A°"Pa/ARCM I r-1 BETIKEN i TYPICAL HV WINDOW BLADE 63 AND `C,/ POLYCARBONATE IMPACT RESISTANT NV WINDOW , _... T"5 t I ��� 3s •-�al � ;POLYCARBONATE HV WINDOW•DETAiI, Ch' 1 (SEE NOTE FOR REQUIREMENTS) III ©OR Q *POLYCARBONATE IMPACT RESISTANT NV WINDOW I BAYER MA<ROLON 3103 POLYCARBONATE \ Ini i 12'Nxi,CL • +CE RESINS. UV-STABILIZED GRADE OR SABIC _1 .I_I, �� I . TO GLADE BOTT•u INNOVATIVE PLASTIC LEXAN 103 RESIN NANO y Y PIN EOU R MENTS AT EXTERIOR BLADE KNUCKLE FOR !�� �!!-�c, FI T T I (SEE NOTE "F"ON SHEET TQ)_ (1) NV PIN 4( I SHALL ALWAYS BE USED AT ALL EXTERIOR \\- co-� "to I = �� POLYCARBONATE FOR 03 BOTTOM KNUCKLES OF NV ACCORDION SYSTEM W/ NV 1Q_OR j II EXTERIOR APE SOURCES ROUT NV r1A BLADE. T`PICAL SHUTTER ASSEMBLY I• /� PPM 5 • _-a_ • N..5. HV PIN O2 OR Lao•ATS EXTERIOR NSW a4wooa ua���. (2) NV-PIN.9 MAY BE USED IN LIEU OF (9 AND ONLY AT atNOE'S EX I0E. \ a>z>ra, t I 9090E+0 GRAM /Sn+Ot9x a.a+s Rio' 0.043 mf' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM T :o.3z+'. / (SEE NOTE FOR FE MGM BLADE WHEN CORRESPONDING TO INSTALLATION "I1 SHEET 7. 048.•„_ REQUIREMENTS) 6128 ma 51x9h5n1 WO 09:n .9.400 pt.: 9,500,4..1. TyF7•�', ��'��// \ nEALRN,SDt[I.51x AT Y0D I$1Y 0190 12.504 4.41 15,4W 4... (3) NV PIN 0 OR 0 W/ 1/2" 0.0. 1/.16" THICK S.S. WASHER �,r L' acmes iesime mei 0190 3+0,000 4.•i. 3+5,000 4+.1 SHALL BE USED FOR DIRECT MOUNT INSTAL I ATION PER DETAIL X, 4.8}. What I xOma01m0 ASiti 0956 IS rt-mt" 17 17-11014 • SHEETC-1 r 08P.6 ouno.M.,,9'S- . Wi EEL CARRIAGE DET• I, 4aisu«E 09NS98 ASTa Dxono472 x 45.5 2 1174411744EMBLY LAYOUT A"TE Of 0"910"0 Amu 0635 54.055 0-1 CLASS ... Sar IL781304 .05117 01929 1040 7 980 1 216126221,7 AMU 0155 10130E 530600100 MEA 01.0086000 *528 838 9302 4 s• .0840 p..i. 6' }) HV BLADE SOLID & 'TA HV WINDOW BLADE DETAILS T0158ESIId55WORE SEATPERNO A5WU634 8181444. 88804.1. N.T.S. t.00,,,j,',�r FLORIDA BUILDING CODE(Non High Velocity" Hurricane Zone' it'lt,\. , 7t .�1`p ' 02017 CISTERN NETAL SUPPLY, RIC. 1 92017 ROCCO.ENC. `�. \GENS '••`'fie? BERTHA HV TM 1 / A S �* Accordion Shutter System i L E C t3 NC. _ _ = kV. EIDE #1 W/az W/O kV.YIN=l 1.• 9. 'f ) .'J AmeriCcn Shutter Systems REV.N9 OESCRIPI306 DATE OWN fir: Lc. • � TILUT TESTING . ENGINEERING COMPANY A soclatlon, IRC. 1 OLO 15-085 -07/27/I?OMB 07/27/17 ¢,:; (SA J 6355 NW.S-( 5E,Sb.153 •Fos CABU9N5,ROR5A 53.6L 4268 Westroods Drive 2 Pima.(=05)671-1550.Pas:(305)870-1551 DRAWING No (1 • 1 {\\\�(:A1,1 it ` m£810etcOa .ccm West Palm Beach, FL 33407 i 17-107 V�...•701k1 �0• 1 wAL1ER A.11WT J1,P.E. ` " CL0000A 010.N 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE _ 5 4 OF 20