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HomeMy WebLinkAboutProduct Approval RECEIVED JUS! 21 ?gI6 _ IDIOM n r oi SCIS Home ( Log in User Registration �� �I ; Hot Topics t Submit Surcharge ! StFacts$,Fai Pubhcabons F FBC Staff SCIS Site Map Unks ' Search tfi 's :. , mtL..rit�"p Product Approval ll Dirofessi l USER:public User Ifs. FroQcct Auorava3 Menu>P:Cdu or AooNration Search>Apvlkat a List>AppUcution Detail - FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived G Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley irodriguez@eastemmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer G Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Waiter A..Tilsit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE 0J' Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COQ HV ACCO OMN CI NQNHVHZ.odf 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 Sections from the Code Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 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 IS- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 PS 11 A.S.S.A.INC. DRWG.15-086.1)d Approved for Use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant;Yes Created by Independent Third Party:Yes Design Pressure-N/A Evaluation Reports Other:Large Missile Level"D".Max span is I2'-7"for 35 psf FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2-for 110 psf ASD load for HV3 blade w/o window blade and 841'for 62 psf,9-6' 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 1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R;5 11 A.S.S.A.INC. ORWG.15-085.nd Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant.Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D'%Max.Span is 16'-0"for 30 FL389 R8 AE A.S.fj,A,INC. P.E.R. DRWG. I5-085 HV,Pdf p.s.f negative ASO load depending on centermates and Created by Independent Third Party;Yes locking rod configuration for the HVI blade,8'�-0'for+64, -72 p.s.f.load for HV blade for Keystone mountings 7'-0'for +75,-75 p.s.f.for metals stud mountings and W-0'for 110 p.s.f.for HVI and HVIA working in unison.See sheets 7,11 and 20 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 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL369 RS 1,1 A.S.S.A.INC. DPWC-.15-084-nd Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load 9389 R8 AE A.S.S.A.INC. P.E.R..DRWG.15-084-I)df for Blade I and 18'�-01 for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 112,25 and 28 respectively F----1 F-4 Contact Us::1940 North Monroe Street,Tallahassee El,32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida,::Privacy Statement-:Accessibility Statement:.Refund Statement Under Florida law,emelt 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 (2),Florida Statutes,effective October 2,2012,licensees licensed ur;der 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 LqM. Product Approval Accepts: rM.0 REW GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DDCUME14T(P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. BESINSTALLED WITH A SHALL IR CTIOT&M FACTOR KJ--0.85,USIDEIGN WIND LOADS BE DETERMINED AS PER SECTION ,ASCE 7-10 AND 620 OF E �SHALL NOT EXCEED THE mAximUMENTIONED COIDE,FOR A M(AS .O.)DESIGN PRESSURE RATINGS INDICATED °7E 5WIND SPEED REQUIRED BY�HE JURISDICTION "'B,TER WILL TABU OF CONTENTS ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LAMS ¢AREA.-1:.W 13LADES(b h W BY MULTIPLYING THEM BY 0.6 IN ORDER M COMPARE THESE W/MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS D FOR AS RESTED,HERE NOT OVER STRESS@,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Its USED IN TNESR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER•I WIND DURATION FACTOR ADEQUACY WAS USED FDR VGE MISSILE IM FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.Y.ACCORDION SHUTTER SYSTEM'S ADECUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN YERIFT@ IN ACCORDANCE WITH BECKON 1608.13.OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE LD #0214.01-03,10715.01-03,(1004.01-05,+1214.01-05,00317.02-08,#0609.01-10 AND 10214.01-11 AS PER TAS-201.TAS-202 AND TAS-283 PROTOCOLS AND ASTM E=1885 AREA_• HV BLAU Ct7 AND W WINDOW RI AnI ETRE AND E-1996 STANDARDS(MISSILE LEVEL D,WAND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (,WHERE APPLICABLE) -HV WINDOW BLADE ®#0505.01•-08 AS PER/STIR E-1886 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PRIOTECWN ONLY AND#0725.01-88 AS PER TAS 202 PROTOCQL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTAl.AT1ON DETAILS A-F.CONCRETE/BLOCK SHEET 6 2,EN BLADE Qi AND HV WINDOW BLADE 0 ARE ENOINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18 INSTALLATION DETAILS 0-M,CONCRETE/BLOCK SHEET 7 3.BMW H.V.ACCORDION PINS(FN SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14„2.75"AND#14X1.75'RESPECTIVELY, 410-M'MINIMUM SERXES CENTERMATE DETAILS HV SHEET'8 STAINLESS STEEL SCREWS WITH 135.0 k.1 YIELD STRENGTH AND 180 ko1 TENSILE STRENGTH,PINS SITYJL BE COATED WITH BERTHA EN DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CPNTE.RMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLAY IS 30.0 ked AND 35.7 Lel FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-TS ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL SCREWS M BE STAINLESS STEEL 304 OR 316 AIS?SERIES OR CORROSION RESISTANT COATED CARBON STEM AS PER DIN 50018 WITH 50 kW MIN.YIELD STRENGTH AND 90 kat MIN.784VLE STRENC I L ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET i3 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASIA A-307 GALVANIZED STEEL,OR ASt 304 OR me SERIES STAINLESS STEEL WITH 35 tact MINIMUM YIELD SmENGTH. ANCHOR SCHEDULE-WOOD SHEET l5 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE ); 12,13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HV BLADE( &O WORKING IN UNISON: 12, 13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 -8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#8'779582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PRET BY U.S.PATENT#5'458,179 ISSUED TO EASTERN END CONNECTION DUALS 7-12&X•WOOD SHEET 16 METAL SUPPLY,INC 9, R SHALL BE 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 AREA I BY WINDDW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WON THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL IN AND HD W �� CENTERMATES AND ENGAGE OR LOCK ALL FN AND HD LOCKS, AREA 4. HY ENDOW BLADE( ONLY 11.SHUTTER MANUFACTURER'S LA13EL SEWN BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL.BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LAWING TO COMPLY WITH SECTION 1710.8.2 OF ME 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.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES HOT PROVIDE INFORMA71ON FOR A SITE SPECIFIC PROJECT;Lo.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (4)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS RED.,PROVIDED HE/SHE DOES NOT DEVNTE FROM THIS DRAWING SHALL ONLY BE USED TO � THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)IRS P.E.D.WILL BE CONSIDEREDINYAUD IF A.TERM BY ANY MEANS. !1 S11E SPECIFIC PROJECTS SHAD.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.1 FOR THE PROJECT AND WHO WILL BE tRE1AEW. OLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE RED.ENGINEER SHALL SUBMIT TO tHHii�§LATTER THE SITE SPECIFIC DRAWINGS FOR (e)ORIGINAL RED.SHALT.BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. H FLORIDA BUILDING CODE(Non Hi h Velocity Hurricane Ione R A•,t/�M'Y4ii ®2015 EASTERN METAL SUPPLY,INC. BERT"A HVTM !i■ ■�■ Accordion Shutter System - A.S.S.A. H.V.MAE#1 W/OR W/O KV.WINt)01N awe American Shutter Systems )4 a TILLTT TESTING & ENGINEERING COMPANY Y Dasa PRox DA1T DRAWN aY: N.L. y C?.• F �� e3u R.W.a6@.5L,Sta=.WMICA GARW,15.FLOWA"IM Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 ,,�{ iT�i'••..... •' � .`" Ph-:(305)871-1 530.Fox N.c(305)871-1531 4268 Westroods Drive z DRAWING No A Cyt West Palm Beach. FL 33407 s .I /gyp WALTER TILUr1Jr PX 4 P.E. s A!'_/fGN �uizEJaAT� FLORIDA U'c.144167 5 SHEET 6 1 OF 20 ? 39 MR M WW 6WDE a VARIES asr" •6' �Nyp} .9r " 49 G ti„ TP S' Q00. Maw a� .� : . -1•w7—. � 385 � .04 � � o 4.371 4. 1 • 1 liY�6� BLADE .75" t `> 5 T COVER 5458179 (.) UNIVERSAL emu L1Fla � gUAED FOR USE W/ HV BLADE il� ®t1�/�REc:T MDU HV BLADE 1 BY WINDOW BLADE* 6005-TS ALLOY AND TEMPER UALtFlED FOR U £ 6063-T6 ALLOY AND TEMPER "SEE LIMITATIONS OF USE OF BLADE(0 ON SHEET 19 6063-TO ALLOY A TEMPER •12 6063-T6 ALLOY AND TEMPER 3.228*xas t 500" w .124' D` 8 2.670` id .556" R .994" a lv �Y 670" 2.226" c 2 842 .092" n D. a 7 HV qQJ. ADAPTER .W/LIP 4 436" 12 1 3 e flUAUFlED FDR USE W/ HV 8,IJV WALK-0V9R TRACK HV BUJ• FLDOR TRACK 60fi3-T6 ALLOY AND TEMPER QUALIFIED FOR U�SSE Wf NV \(Q)HV TRENCH TRACK 55" 350• QUALIFIED FOR USE W BLADEt11 QUALIFIED FOR USE W/ HV 6063—T6 ALLOY ANMD TEMPER BLADE(D ONLY. HV.RAINGUARD 6063-T6 ALLOY A D TEMPER "' VARIE9 n y 36. 0063—T6 ALLOY AND'TEMPER QUALIFIED FOR DIE W/HV i" L91s" BLADE(1) YARfE6 1.93e 6063-T6 ALLOY ARD TEMPER Q 1917'. ax, 2i 083' 083' .100' .060• ^� •+ .060' � m .060' 870 6�a • 870 1.688" ,611+ �.70� 3. 67 AINffl INC HEAVER 13 HD COLING HEADE,J;/SILL Q LIFlEU F'OR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1 ONLY SEE SECTIONS FOR VALID 6063—T6 ALLOY ANp TEMPE QUALIFIED FOR USE W/ HV BLADEQ 14 JjD (�, HEADERau SEE SECTIONS FOR VALIDRY. UALIFIED FO USE W 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER tILALIE(1) 6063-T6 ALLOY AND TEMPER COMPONENT A B Ti 12 X Y t T I x Y AOi t 1' t' .082 2" 2' 0.125` 2" e MAX. 1/8` Ilan 3- 0.090' 18 2` 5`MAX. 0.192" 0.192' - 1�6 $JQF ANGLES 20 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5" 7`MAX. 0.190" 0.190' UALIFIED FOR USE W/HV BLADE(1) QUALIFIED FOJ3,USE W/ HV BLADED1 6063-T6 ALLOY AND TEMPER BLADE Q)ONLY. �A e V'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Non High Ve{ocit Hurricane Zone R %"et 0 2015 EASTERN METAL SUPPLY,INC. T ---o! BERTHA HYTm 11 L i E C Q ANG• AwS mS.Ay Accordion Shutter System *= H,V.BLADE#1 W/OR W/0 H.V.W NDOW BLADE TILLIT TESTING it ENGINEERING COMPANY ATTt®CIGOti S�iU1}®f SySf�tCi� •x OLscMMOR DATE DRAWN 9r M.L STATE OF J�S 6155 N.W.36th.SL,6A.3p5,NRpN I GAR9Ex5,FLORIDA 371 ALS30CIO��Ofl/ Inc. t OLD 11-192 4/13/15 DATE. 4/13/15 Phone:(303x)871-1530.Tax:(305)071-1531 4288 Westroods Drive 2 DRAWING No ��p�• FLOF110 . ���� —maio67o»al.com West Palm Beach, FL 33407 3 I5_0 $5 ��2iFsslONAG�a�°� WALTER A OUR Jr.P,L 4 P.E i S/0114;44 Y'I'I�2E/DATE FLORIDA Oo 0 44167 g SH 2 OF 20 4.650_ 9 9' + 4.110.1/` 1 4•-20 DIECAS ENAQd f 4.578' 3• .745• ' s,S.M.S. SWIM PAWED e CAM (2 TYP.) 1M1piFADE6 OiY IM ENAMM 6 oOy `m OINED PAINTED L3\ n p d TURN .062' n �i ri i6 ro o; KN08. 875" w r ni o� —} .318 - _ 4 • Y. !� . Ot KEYS(QYtOME (CHROME PLATED) 2, �HVBHYLOCKt� w�tRE,SS LOCK qll FO (�flNLY a7 MATF ED 4 W/ HV QUALIFIED ORUSEW/ HV506 QUO ED FOR USE W/ HV BLADE 1 & t ONLY e -- 6063-T5 ALLOY AND TEMPER (fit RNER CENTEBIAD & ONLY. BLADEe&& (i,�ONLY. QUALIFIED FOR USE W/ HV BLADE(I)ONLY 250"0.0. 18• 874• 5063-76 ALLOY AND TEMPER PLASDC NEM fl J- 1.756' 92' 4.045' 2• MOLDED $ n 2.07• 1,753' , SCREW m80'AFTER RNEIING BE RNM /4"P--2D X 3/4" 9 4 f 2 G IVNUT* r S.S. THUMBSCREW / o� *SEWES 9444 ALIDAINUM(2024-13 ALL"IARCE PIAriCE THIN 7730 I T • l yi--TSq_-_„^i SHM NOISEF(r.PART j 0820.AS UANUFACRM BY AVDEL 522• CHOW TDOOR 1,PAMPPENY,NEW JERSEY 07054 OR EQUAL PLAX I FRONT ELEVATION NY MALE -T” LOCK CENTERMA E ,:4566r' HV "T" LOCK �JY ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE 1 ONLY (� HV FEMALE T LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADEQONLY 6063-T6 ALLOY AND TEMPER gUALIFIEd FOR USE WJ HV BLAME ONLY QUALIFIED FOR USE QUALIFIED LADE{)1 Ea USE ONLY. . HV B 6063-T6 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPER' W/HV BLADE Q ONLY. 1 g17 3.181 p 3 D 7HUNBTURN .063' " C.11.iN0ER OR .214• .083 Y 'u MY C1TiN0ER .2t4' .545' ^" n p a m n '7a o 0.875'Mm,40 � �0 r 1 .125'Max a a G 9 ® a QUALIFIED FOR USE W/ HV BLADE 1 & A QUALIFIED FOR USE W/ HV BLADE 1 & A 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER r V- 12"Mm, QUALIFIED FOR USE WW1 HV BLADE(g&&a 1/4'�_2O ss,OR 3/8'0-10 1 6063-T6 ALLOY AND TEMPER *2.R BTt1Rt1 ACETAL THUMBSCREWS, 61/2' DER (SEs DECALS) DpEY t15' DER cl 1.78 Mox. TQC_ICBG RODD ® HD„LOCK QUALIFIED FOR HV BIAOE 1Q n 375 ,,ss�����•••������ 6063-T6 ALLOY AND TEMPER OQU HV 3/8 0-16 ACETAL 3 11V 1�4” W-20 AISi 304 BY REGENT HARDWARE MOR ISE LOCKS SERIES 2333 HOOK BOLT LOCI(. Q lTOJINSTALLATION WILL REgU1RE A 7/16' HOLE THUMBSCREW -RIES S.$. THtffSCREWS QUALIFIED FOR USE W/ HV BLADE iQ& QDRR/LLED AT TRACKS FOR PROPER EMBEDMENT F i 1 A E(71 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane i`.. A. 0 2015 EASTERN METAL SUPPLY.lNC. ErIse `�"� BERTHA HTM i 1 L IE inc. Accordion Shutter System H.v BLME yt Yt1 OR w/o Itv,ynwwr MAE .. :: ,rj� tit Amerltan Sbuffer Systems REV.N DEsclnPlroN DATE DRAWN 6t: WL -""E •t, '�.T TILWT TESTING & ENGINEERING COMPANY $ 4i� Association, Inc. , OLD 11^l92 4/13/15 DATE 4/13/15 i.4•'• P:_.� 5355 KW.30th.St.ST 303.VIRM A amens,"DRE.3316 Phone:(305)871-1530�Fax: SOS 871-1531 4268 Westroods Drive 2 �,, •,• ( ) DRAWING No tc p c�C� a-mail:0=0-Im— West Palm Beach, FL 33407 3 E6 Q095719 15-"085 4111 811 1 11\\\\i` WALTER A TUff Jr.P.E. 4 P.E. SEAL/SIGNATURE/DATE FLORIDA U. a4ts7 s SNE3 2 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 9 3/8,0 12*MN. LEVMN 41 4 TOIBLADE PIPCE �q025 (D HV BLADE 1 .1075" - Hv WINDOW BLADE '11'23'- SEcitari . W BLADE IA BLADE'S �,1875' .y KNUCKLE HV LONG RECESSED NYLON BUSHING .0625� 1.06 5" 3 (np) HV SHORT RECESSED NYLON BUSHING 0. FLAT PORRON Rl 7 HV_NYLON HAT WASHER (j)OR DMIOR HV WHEEL CARRIAGE AISI 302-303 SERIES N02. x 44 0.870"x3/16" THICK NYLON WHEEL- N2 71W MIN. HV WINDOW 1— r315W-O CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS —4— SEPARATION BETWEEN 17500* BLADE 625, @ HV 1 3/4" ACCORDION PIN W1'#8 HEAD EXTERIOR OPENINGS :.t 5 M=Y-Y M" � ON C TERS .76w* @ I-IV 2 3/4- ACCORDION PIN W1 #8 HEAD * I A T 100111M Of= 41 4 �2 I/V — POLYCARBONATE IMPACT RESISTANT W WINDOW 8 CLEAR TYPICAL HV WINDOW BLADE ANJ2 _IVS OOLYCARBQ4��yIf HV W1 DOW DETAIL OOR I—@ or @ %EE N&TEENF.-I @OR PO RBONATE IMPACT RESISTANT HV WINDOW SAYER MAKROLON 3103 POLYCARBONATE - 12"MIN. RESINS. UV—STABILIZED GRADE OR SABIC My PIN EQ IREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO SLAD B(Im" INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19). w 6)Hy OR (1) FIV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(DOR ICAC SHUTTER ASSEMBLY EXTERIOR POLYCARBONATE SOURCESFOR HV A BLADE. APPUGMu TIPM PROPUM STINVARD — .m M10I®9 (2) HV PIN (D MAY BE USED IN LIEU OF (9 AND ONLY AT ................ HV PIN OERXTs. UAT OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV q) BLADE'S KNUCKLE. (SEE NOTE FOR WECM wwly AMU 0792 DAM 0.043 lbW 0 M. BLADE WHEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. a REQUIREMENTS) .0 YED STFe'm ATM D= SAW p,.j. 9,500 P.L FLEXURAIL SMIDIM At YaD =M 0790 12400 Pl,f. 13.400 p.L (3) HV PIN @ OR @ W/ 1/2" O.D. 1/16" THICK S.S-. WASHER njwmL imottus ASTM 0700 3KOW nal.. 313.000 P.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, IMPAM SHEET d "71,710 IMI) AM 0236 18 rt-lb/ta 17 FT-W!� SMOKE DEN= ASTM 02843 472 x "SX MAX WIMBLY LAYOUT MW OF mod 019 AMU DOM C-1 U59 C-i CLAM SELF A9KiiWN ASN-011129 10fD F 950*F 491110153 TENSILEsnm4Ann IM-114 AMU 0Pal.9302 P� am"t nlHV BLADE SOLID & HV WINDOW BLADE DETAILS I'mm m---I -- I "p"' -P.." j N.T.S. .... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, g�lo'V�tvk . 02015 EASTERN METAL SUPPLY.INC. ....... . BERTHA HV \OA C E w A.S.S.A. Accordion Shutter System RV.MADE#1 W/OR W/O H.V.Wt=W RADE Z =. I , 2 TILLI American Shutter Systems IEV.& DESCfRFRON DAR ORAWl Br Mt z TE OF T TESTING ENGINEERING COMPANY TF z` Inc I OLD 11-192 is Kw. St�St.30,VIRCM CWWZNS.FLOFWA 3316f h—:(305)57t-15V.Fe.:(305)1171-1531 426B Westroods Drive 2 —DRAWING No ORIDN UU-9—.. West Palm Beach, FL 33407 3 15-085 "AAED-OMItS 00'1....... W&M A.TICCIT 4 NA L�'OA FLORIDA U..III J44'16p7r- 5 SHEET 'gtlk�M rjRE/DATE 6 4 OF 2LO CKS AND CENTERMATES: 1. . ONE HV LOCK(a or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR 8 OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105",AND FOR INSTALLATIONS T ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED Toa OR CE'NTERMATES W/(2) 1/4`0-2 x 1/2'LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON =MATES Ei.tVATiON. OO ®� �DR 9 R� D�9LjjL MA 1 DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV CKK®S OR Y E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES CATION OF LOCKBE S SNDI BE AS INDICATON N TEED ON TYPICAL SHUTTER ELEVATION. NYB N II LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY ° 4 5 gb ofl@0.®� "'® E USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). 4. ONE HV LOCK (eS BE USED AT CORNER CENTERMATES FOR ANY SPAN II AND IN57ALLARDNS AT M -ELEVATION. HV LOCK or0 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO Q?CORNER CENTERMATE WJ(2) ij4 0-20 x 1/2'LONG FLAT HEAD S.S.M.S_TWO LOCKING RODS 11oo-Nw AT 70P Qc BO OM SHAM BE USEb. L TION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 1g. o 'sYb�KVill 0 B�iI( 5. MMWM 332 M&MMM X" 41 yfigum ONLY EMM ONE'ALTEWTE HV LOCK MAY BE ED IN LIEU OF HV LOCK or FOR ANY SPAN AND INST TIONS AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT N i« OF 1/4'0-20x3/4"S.S.THUMBSCREW TO 0 OR®CENTERMATES SHALL BE MADE W/ 114'0-20x3/4"ALUM. 1 1 N1go-yyn_ b biz RNNUT AS SHOWN ON SECTION HVE, SHEET S. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 6.J�j(HTORY CONORIOH,�FTN2►CEYSTSIl1E)�wmu_r.DHSTAII�TIdLS• ONE HV LOCK®or®or 0 SHALL BE USED AT tj2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 08`,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK®or @ or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO(fl)or 0 SYMMETRICAL.CENTERMATES W (2) 1/4'-20 x i/2"LONG FLAT HEAD S.S. SEE_END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ DETAILSCONION D i E H I J K L M P a B V W % OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. ON SHEETS 14& IS HEIGHT, FULL a OF CORCORNER *NOTES ON HY "T" LOCKSAND CENTERMATES: 1LAM -- CENTERMATE ONE ALTERNATE HV'T'LOCK MAY BE I ALLEO IN LIEU OF HV LOCKS OR®FOR ANY SPAN AND QrgQoB®�DpiQ 10+�ox 1 5TAD.AT70 AT ANY ELEVATION.AL TE LOCK Y BE USED AS AN INSIDE OR OUYSIDE LOCK.ATTACHMENT ^ © OF LOCK INCLUDES USING RETNFORCiNG EAC[ I�AS SHOWN ON SECTION HVG.SHEET D,WHICH MUST 8E CONNECTED TO CENTERMATES®AND I&W/ 1/4"0-20 x 1 1/2"LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNU OR Wj 114`0-2dx1"S.5.M.S, INTO A tf4'0x 518"RtVNUf.LOCK MAY 8E MtSTAll�U AT MIDSPAN 0R 12" ©*(,7O'��+f©���p+Q+�7 •�pi MAXIMUM As AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. Q♦`l.:l°p`'..`y'+(B pt�$ +ii/f as *NOTES QN HD LOCKS & 1. ERYATE4134 OR W W/13: ONE ALTERNATE HO LOCK3I MAYBE USED IN LIEU OF TYPICAL In FIV BLADE SHUTTER ELEVATION HV Locks 0R W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTBID„ LOCK.ATTACHMENT OF HIT LOCK TO @ Is W/3/6 x 3/8'F.H.S.S.MS.,AND INCLUDES REINFORCEMENT INSERT is A4 SHOWN ON SECTIONS HOB- AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTIONAL A on High Velocity IfUrricone—Zone,' .?``'`• ��p Tj��/ '�., 0 2015 EISTMN METAL SUPPLY,INC. ' B THA VTM ENSF':f'. ,I�.S�S�AM Accordion Shutter System KV RADE GLADE#1 W/OR W10 KV.ti1WN RAM ILLI IT TESTING & ENGINEERING COMPANY American Shutter Systems DESCDP11oN DATE MWN Br: M.I. "b t STATE OFAwaclOtlon, Inc. 1 OLD 11--152 H 13/55 DATE: 4/13/15 BSSS N.W.7tiM.SL,St..J117,NRGRiIA CARDa19,fADfDDA Al Phone:(305)871-133a.Fox:(305)871-1531 4258 Westroads Drive z DRAWING No N" Ni, a-mol:hiLaeo/AD°I,com West Palm Beach, FL 33407 3 <, Y......,ti��'.�`' W�1E��°nu°�r1J.P.E 4 15--085 y q7r�QNA(. Nip'' FLORIDA Uc.#44107 5 SHEET P.E. SEAL/�10M)t IJRE/DATE 6 5 OF 20 CRETE ANCHORS FATURED CONCRETE POURED .(SEE SCHEDULE ON OR CONCRETE BLOCK POURED REQUIRED 1/4`0-20x3f4'S.S. CONCRETE CONCRETE SHEET 13) RED RED REQUIRED (SEE SCHEDULE ANCHORS MACHINE11/4 SCREWS CONCRETE ANCHORS 17 18 TOR aNE(SCE UOUNnNGSON SHEET 7) (SEE SCHEDULE ON W/t/ 120 (SEE SCHEDULE ON SHEET 13) SHEET t3} Nt}TS O 12'O.C. 1 ORIS.I Min. 1/4.0-2Oz3/4'S.S. �'•.�J _ ED- .Q- MACHINE SCREWS _ p USING 1/4`-20 NUTS 7 F. O 12'O.C. E.D.* /2. .250'Max. OR S __ ©3 00. 1 S .250`Max. O.* HUI -- OPT10LN1 saviNION Iimwwm jLt%j i "'1 'ERE1 I 1 OR I�O i T70SRNG,�-=(su SN.CHHEDULE,ONEPARASHEET11)— 1 E$NSTT ( NttT3(DA QTji i MIN.SEPARATION TO GLASS i CLASS GLASS­ E%tSiiNG �'-(SEE SCHEDULE ON SHEET 11) 1 BY WALL HEADER INUALLADON + KEYSMNE @ NV WAIL HEADER INSTALLATION A NV WALL HEADER INST�� EXISTING MIN.SEPARATION TO GLASS GIASS---iEXISTING �—SEE SCHEDULE ON SHEET i t) 1 mt i I --COR MIN.SEPARATION TO(LASS ' 1 `6' i AS ( ED w SOE[F1A 9ApE fD ME QY 9EEf 1 , (SEE SCHEDULE ON SHEET 11) fi i a1L S1FEf IS RA ��yyyy i , atAtlts@AQA � IXTSlTNC ( r�OPTIONAL , OLASS� OPTIONAL i i im 1/4'Max. IT 7SN. OR t5 IN R E E / 74 -- t' 12 0R 14 ---- 1/4'0-20x3/4'S.S. Mtn, Eq--Eq PHIIWPS TR(!SS HE10 1/4' 'S.S.PHILLIPS MACHINE SCREWS USING CONCRETE AHCHOR3 TRUMACWNE SCREWS ONCRETE ANCHORS 1$ 1' 1/4'-2O NUTS a 12'O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS O 12'O.C. POURED CONCRETE (SEE SCHEDULE ON SHEET 13) Mfn. pp CONNCRED EI E BLOCK SHEET 13) OR CONCRETE BLOCK CRETE ANCHORS REQUIRED WALL REQUIRED HV WALL SILL INSTALLATION (SEE SCHEDULE ON �F HV WALL SILL INSTAIIATION POURED CONCRETE SHEET 14) OR CONCRETE BLOLT( WALL REQUIRED Q HV WALL SILL INSTAUATION NOTE FOR COMBINATION OF SECTIONS INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR MICAL SHUTTER *E D.o EDGE DISTANCE ASSEMBLY ♦ SEE UM ATIONS OF USE FOR HV BLADE 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE"ON SHEET 1g 10 N ANY WAY TO SUR ANY INSTALLATION. llHull FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone � /y/ice ©2015 EASTERN METAL SUPPLY. INC. .............. ......s.. RIER7°H TM 11 L E C o G. Accordion Shutter System ■ ■ ■ ■ KV.ei AOE#r W/OR W/0 KV.WIMM LXXX TILL American Shutter Systems DESCRIPTION DATE DROM9f: WL IT TESTING & ENGINEERING COMPANY •,• �ty��: easy 1LN.esu,.SL,slo.Sas,1rsTarun coxoEHs,T1.WeM 3314 Association. Inc. 1 OLD 11-192 4 13/i5 DAM' 4713/18 PNa:(305)071-1570.Fax:(303)(171-1531 4268 Westroods Drive 2 anDRAWING No •....A..•• �w``vy�� e-mo1f�W0t�0001.cam West Palm Beach, FL 33407 3 /gyp //I 0N/�f1�1�+,�\�X WALTER A HILT 4,P.E. 4 719 S�'110� P.E. SDL'�gi'�NATURE/DATE FLORIDA LIC. r aa1Ln 6 _L OF 20 POURED ANCHORS ,yN 4 '��� �• l St9APAMN NN.S�NLDIDN 1 CONCRETE (SEE SCHEDULE ON SHEET 13) 1,m awls(s1>; r 10�R ® EXISTING i r 1 I ro gA35 S4fAL£Cx StFIT i SSFP SCEIEDL4E ori x REQUIRED EDGE aF "?n FDR ELADE mAtt1 GtA55---� fm,.SEPNN11IX/ ' •T I') 3 $LAS Ir 1 �9�T IB TVR 1D a.� j o. APPLICABLE ExI MG ALEN ; i t i i EXISTING r , LOCATIOt ' I I ( !70x3/4'HEY WASHER HEAD 1 1( OR 3 oR 1$ r 3/8 urN. TDD SCREWS p 12'O.C. 1 $ lA8 OF N i J/8 u CONCRETE ANCHORS i I APPUCABLE (SFT SCHEDULE ON SHEET 13) i EDGE OF EXISTING EWE IF GLASS_ SLAB.IF 1/2 1 MCI:Of APPUCABL.E 0. ' APPLICABLE SLAB IF To� •Q• 0' APPLICABLE POUREq p 4 CONCRETE (SM —FIAT HEAD CONCRETE AHC110RS CONCRETE REQUIRED (SM SCHEDULE ON SHEET 14) �f1wE s+EET' POURED FLAT HFAO CONCRETE ANCHORS tat st[e7Ei t&wR 1 dR �pCONCIRED _ REQUIRED li TRENCH '�CT� tiaN I 1ADF5 V1e® REQUIRED D. E. (SEE SCHEDULE ON SHEE S4} TR L INS ALIO ONLY FOR UP To+70,•-75 PSP&S.D. @H WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER NY FLOOR (� HV CEILING, INSTALLATION SCHEDULE 13, SHEET 11 CONCRETE ANCHORS "'^""I �.�..� CIASS sonu= .—.., P.t.p_ — (SEE SCHETUL.E ON 1 _ ,N wax„> I i O —•r-- SHEET 18) t/sem n 1 oriEXISTING EXISTING EXISTING—�{ G ssle+a=OR 1/a'a POWERS ( t/4' CLASS rm,.SPNWpN roaAtsLAS'••••� FA�,BM TAPPER+ANC4=W/CLASS , .�, ^'({a DDlmax a s,ICEr H '-- 1wNsvwatwN m 1 J/4'MN.IWIDIA W 0b'1 I' 3O.C.FOR UP TO W-e Swx AAD 1 4"a0.FOR SPANS LARCLR TWN1f4• 8'-0'LW TO 8'-0'NWL APPLY�{ 1SFNANT AT MID'FA4ffNEROYP.)(SEE NOTE ff CN$10x3/4'HEY gt FDR LIAEFAnONS 3 8 RUC. '�J 4:JWASNER HE-TFJf SCREWSp 12'Q.C. $/14x3/4' HDL HEAD -- / IS IIS ADS SCREWS p 9'O.C. _ __ /� #14x3/4'S.D.S. _ __ j :A••�. USG 1/4 1%1 h420 NUFSOR f/4'0-20 SS.M.S. ONCRETE ANCHORS - 6 " E 3/ p 9"q.C. -- - '.. •'FE SCHEOULE ON 1 1 Max. ;<''f+ o i2'O.W/NUT®9'O.C. HEET 14) I' 4•' �y. WAS DMING (DECORATIVEMRAL 17 OR 1$ 1 � 1. i7 1$ •'2.44 MIN.'•'> i EDGE OF '.'7.'• 52C} =POUREWD STAB p14x3/4'F.H.S.D.Sp 9'D.C.7/8 APPUCABIE CONCRETE ANCHORS SEE NATE 13(b) SEE NgTE 13(b) RE was ED 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEEP 1 OR CONCRETE BLOCK SHEET 14) POURER CONCRE71; ON SNEEf 1REQUIRED OR CONCRETE BLOCK OPTIONREQUIRED a KIDE,4MEMOUN"1130 INSTALLATION CGNCR d HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION �sD.b6 CN PRf9A E 484-72 psF REQUIRED MAXEDAL 51NFIES2 STAN e'-o' Q HV ��1[� UARD INSTALLATION t EM THIS ON SHALL BE NPTE FOR COMBINATION OF SECTIQ .' • REMOVABLE WHHEN PERFORMED E D.=EDGE TIONSDISTAO ADJACENT TO AN OPF31AB12 off p SEE L!M A770NS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BthDE80N EFT 19 ASSEMBLY INSTALLATiON DETAILS W f 1) Hi/ BLADE NG BE N ANY WIRY TO BUUTiTQAANNY klCAN TAAULAK COMBINED FLORIDA BUILDING CODE{Mon nigh Velocity Hurricane Zone t)(�/ �4 0 2015 EASTERN METAL SUPPLY,INC............rJ,, w BERT HV TM f7 Accordi®n Shutter System I L7E7C0imc,\ ■ s ■ ■ KY.a"#1 W/OR W/o KV W)NDON HAA TIAmerican Shutter Systeme DESCRIPTION DATE DRAWN BY: I1U_ LU7 TESTING!k ENGINEERING COMPANY -a••, TATE OF ,:�fi` bi97 N.W.70th.SL.Ste.3115,NftdNIA GARDENS,FLORIDA J]14 A9900IatIOnr Inc. t OLD 11-142 4j0J15 OATS 4j13j15 Pfiarre:(305)871-1530.Pax:(305)871-1531 426$ Westroads Drive 2 DRAWING Na .., �\`�: a 11: o a"s�i9•pro West Palrn Beoch, FL 33407 3 15--085 "';z �S1pNA Al*` WALTER A TILttT J.PZ4 AFLORIDA u�.p 44167 a SF7 PE. StJ0T / -OF 20 SEE END WALL 0 MAILS ED 10 & 18 SEE NOTES ON LOCKING RODS HV LOCKS ar FUT 90 IN ' -DOSFING GLASS INSTALLATIONS W f 1 HV >k& r$LACK D IN LOCK 19 AU SHEET S. (BLADE W HV CENTERMATES M��ATIO�B1ADEo OR WALL CONNECTION I 0"��Q @-0.0- ousnNG CLASS OETAii 5 ON SH7(s,0 {{ 0«1„4 @-(D-(I t+QMQ+t�—6. a')9«@31/4� 7" 6 1/2' 7°. OPPOSINGANGLE W/(2) 1/4'0 TAPCR 1/z• -Q SYMMETRYCAANCL4MTOCONCREtEENTERMA ES NTEOP/6O1TOM} /tOx3 4 SMS. 12" CE R RTES M.s.Ta Tu6E i da n)LL LENGHT. 0 or 7 wl HV LOCK�orAT EACH ANGLE.(TIP} ONN SEE EEIT IN. 1/2 � t " 0 HVe DUT] Q HVc HVA 1Q oR�oR®+uaR4:l`"�D«®op POURED CONCRETE OR EXISTING GLASS CONCRETE BLOCK WALL TO+QaRQ+Qs+ QaR T REOU EO —__—__--_--_ N-2. c 5 �) SYMMETRICAL — 6 7�*�"`�+ 7 +@ae —�, R,7RON �—— — cv+ss a + g aR 9* 3 ax i aExisrm CE E M ES I N MtNTo Ectnss oN © Q�'Q_I GLASS b 1 / v— * Q«Q« t( .Q��a .Q�R C H C °pN (SEESCHEDULE ULE _ arzQ«Q 8 « a oN 9+ aR'i • ON SHEET 11) MIN.SEPARATION f/A7 w TG GLASS 1 N C.•0%PTIONAL -- (SEE SCHEDULE I (INFERIOR}ON SHEET 11) QUT ....—,___ _ _.—.. _---_--_ CONCRETE _ - - V .� ' ANCHORS 10 - * ----- --- - * 3 VARIES NYCa 3 � �� 9q' * a a 1•�•� OUT 0 1/2"MAX.SLACK OU l (DMIOR) HVE CC57� HVE** HVD FLORIDA BUILDIPG.CODE Sian I fi h Velocity hurricane Zone Ott 0111"l,,r,r0111"l, � 0 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM ^ Accordion Shutter System I I E C V llimc. ■ ■ ■ ■ KV.SAVE#T W/OR W/O KV.Ww atA9E TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems E,, DMCFWTM DATE DRAWN BY: M.L ���� 0359 N.W.3M.St.,Ste.305,V="CARDENS,F1.a 331 Association. Inc. 1 OLD 11-192 4 13j15 DATE: 4/13/15 -off STA —: Phu.:(305)877-1580.F":(305)871-1531 4268 Westroads Drive z DRAWING No "'L0Ft P �,� o-maM.tiNaco®ool— West Palm Beach, FL 33407 a 15r08� 'f�tf�FS'• mo`''`o` WAVE A.TEB-OKUr J,.P.E. 4 4� Sl, fj}„�G ��`/ rLORDA Uc.d 44167 a SHEET 0 20 P.E. 4 r iV`?I2E DATE ALTERNATE INSTALLAT19N W/HV "T' LOCK _. HV MLE/FEMALE -T" LQCKS CENTERMATES a8) LO KERS U W1 In H-V BLADE SEE END COMNMM WDULS CIN SHEETS 18 a 18 INSTALLATION ff) HV BLADE OUT l W/ HD 0 WI,MAU.�W.INOWED ON%M aCENTER, AS WELL,M V.,S&nDmm ammonm WWO.I ON IN.SHEETS.Be Lm WO4.&Wtm 18VALLATON OEM IrAG SHOWN N W SHE SM END WAL ONNECROIR WARS ON SHEETS 10 JA W&I X-11M ------------------------------------------------ --- ------—- (FYP) O.C,rVLL v (4)IN LOCK (INSIDE) PINS O.1/z SAM 0 12* HV 'T' S MT IN 1 30 —1 PIN! 72 Ar EWN F—IN F(D (4) 1 1 1 A I I I C, -------------- --- --- r --- ------ L: N oe /-It OR X1 @OR - ro-u--Tl @I - 31 as 3�2 35. 2 1/4:" 0-2D x 1 1/2" S.S.M.S. 35 (OMONAL) SEE NOTE 6 FOR W LOOK@. W/ 7/8'0 x 3/32' WINGNUT. to HDR-HYD OUT NDC-HMA -T-L=.ON SHEET 0. (OHV "T" LOCK (OUTSIDE) SYMMETRI AL flD--QEtjJERMATES SYMETRICAL HQ CENTERMATES W/Q�e LOCK ryry(WERIOR) V/Q1 LOCK (INTERIOR) t SERMS 9444 ALV— tMg* (2024-n ALL"LARGE FLANGE THIN SHEEr"Up _MNr,PAW f 0820. @ AS.NANEIFAoIURED UY AVM CWW 100-@-0-@-0-0- TOMOM PARSffM,NEW JERSEY -0 07096 OR EQUAL - -—-—-—-—-—-A9111------ -- S, ON Loom now Q V3VMWL MOATM WAVEOn:= -V \CT WID FOR Aa Coffac+.ars APMIAT04 wN amt(D HDD-HVD ELLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone', 0 2015 EASTERN METAL SUPPLY,INC. BERTHK HV; E -ri—;c—o4-c, A.S.&A Accordion Shutter System FTL KV.RAVE#1 W/OR W/O H.Y.WIWW&ME TILUT TESTING & ENGINEERING COMPANY buffer Systems wy.fu Ocsciapnom WE OpAwN fly. u L • 0356 N.W.3M GARDENS.FLOM 3316 A39octaflon, Inc. I OLE) 11-192 4/13115 DRAWING 3 /15 sl, st.3w,vw=A Q� Phone .Fax:(=)07t-153% 4268 Westroads; Drive 2 N; rnw:ult—ftd— West Palm Beach, FL 33407 3 o ES-M67 9 5 "'N', ZONAL":' WALTER A.TRJA Jr.PZ 4 1 -0 '�RE/DATE FUMA Uc.f 44167 5 P HEET 20 P.E. 9 OF POURED CONCRETE OR POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLGCK WALL REQUIRED BLOCK WALL•REQUIRED BLOCK WALL REQUIRED /^-EXISTING GL/SS /''EXISTING GLASS CONCR ANCHOR -EXISTING GLASS / —r f 2•MIN EXISTING GLASS @ 16'O.C. _.( 1 —/ _ 2"MIN. j'' + MIN.SEPAR4110N F—� 1' — -�, { TO CLASS{SEE MIN.SEPARATION MW.SFPAJL1110N SOffDUE ON SHM TO GLASS(SEE MN.S£PNt1T10, EQ EQ TO GLASS(SEE It FOR BLADE(DAt,ID 10 GLASS(SEE St)EDLRE ON SHEET 1/16"x3'MAX. ON SHEET 19 FOR t HEOULE ON 1 FOR BLADESHEET SNEET 11 FOR BUWE LDAJw (6083-T6)CONT. B(N7FS�dt® ON SHEET 19 FOR S/z• QN 9EET 19 FD I FOR RAE OR � ON s 1s FOR ALUM.ctasER / (LOCATE Ar ) HA•DFS m h Q� Pv+Te.(LOCATE t/2 i 1LlOE5 CDdc Q?J} )--^a` %AL45(t7&Q} EITFIER SIDE AT EITHER SIDE MIN ��) OF(D) 1/2"MIN I *USE i`OR 2'MAX. ( �tOxt/2'S.M.S. I <(fr (AS APPLICABLE)x2"xt/8'xO'-2' 16"O.C. ALUMINUM CLIP ANGLE O.C. --'�--- W4 \) 4 � (6068-T6 ALLOY)AT MIDHEIGKr (2)1/4.0 TAPCONS ANCHOOM TO WALL AT i"D.C.{LOCATE AT \(W SEE ISE CONNECTION OEITHER 510E OF(D) { ORtl��QA �} w OR SEE DETAIL ON X FON flR T4 TRACKS •���*�©•�w SIDE CONNECTION s � SIDE CONNECTION w® ®w SEE DETAIL X FO 4 ®w116))-mm?w 8"'lW.�w TO TRACKS w w 6 7•"8 0*Q'w { ,�A ,�a tea '® Yl'0-©'� t `w®p1©•Q. ©•©°' to•�' w�•®`•®•�..7m Q•(2)-6 l./' '®w 8•7 8«7 ®!2� 0 IrB,•0w0•0•0m °6•°7 «t }w�©d_•,a.�w ® �j, -�7'� A'�,,� (ID.®w�•'lY"^lJ•A®'�°'('�,� O.®mR.'l•'LY'w�y w /e>•Rdw�.�w®«A2wAT�.E1 '`L9i0�®•��•®�""L.7"V' ®'®w�•®w�•`V ml'Y"C! V 'V'Y '4' C�.77'"�tl77 END CONNECTION DETAIL(J) END CONNECTION DETAIL 2Q END CONNECTION DETAIL(3 END CONNECTION DETAIL 4�} POURED CONCRETE OR f REQUIRED ONLY FOR SPANS GREATER THAN 12'-8' AL EXISTING GLASS CONCRETE BLOCK WALL EXISTING 4 REQUIRED — GLA55 4 MBI.S qp W1TION #1 /2'S.M y,,\ '--"'---""--- TO BASS{SEf @ i6" .C. MIN.SEPAMON i L/ tSi FOB EBADE m D CONC ELE 1/2'MIN. 70 MASS(SSHEL/ __ _ & oRQQROOR ON SHEET FOR ANCHOR @ t1 FOR 8 ULE0 CONCRETE EiN7E5m& 12"O.C. 5 �ADE.'S�&O ____ pR'7�7 ANCHOR _ - � ti.7 0.G. 1 2 MIN." __ _ 4 EO` .l .MIL. 6 OR 2"MIN. 2'MIN. +SEE UM ARONS OF USE FOR ���� y BLADE a ON SHEET 19 @ OR)3 OR(q OR�OR� .5.1.EW 5 1 OR �' PLAN OR & w�w©•pwp ,o•®m QUAIL J� N POURED CONCRETE OR CONCRETE BLOCK WALL o to'43m�.Q�Q•�= REQUIRED 10•4�w4�•Qw©'©m ©•O•©m©•O•�w 1 HV B DE OR WINDO BLADE INIQ @-(D A©^�w0_�?'0w CONCRETE OR CONCRETE BLOCK WAIL. END CONNECTION DETAIL �) D CONNECTION DETAIL(j) L9 T/w�ll FIORIdA BUILDING CODE(Non High Velocity Hurricane Zone Sk5I,A.TI(C%�'%''� 8 2016 EASTERN METAL SUPPLY,INC. CEN `r9' .�.�.T. BERTHA HVTM -- �■ �Q� Accordion Shutter S stem 1 0 114 RV #1 W/oR W/0 RV.Www BLA X N Tk Amerlcdn Shutter Systems ?EV.N DESCRIPTION DATE DRAWN 13* M.L 71LLIT T 1h,St. . 5,MRG GNZD COMPANY Association, Inc. 1 OLD 11-192 4 i3jI5 DAZE 4/13/15 y STATE OF a T333 H.W.3D h.n,sty.3os.hxa w aARDO fi.FLORIDA an Ri phone:(305)$71-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAVANG No t West Palm Beach. FL 33407 3 , ' �y. •f1� �� EB-°00871915'.'085 'f/ilt f10NA-A--y`;15i1 WALTER A 11UR Jr.P.E. 4SHED.E. �'(t} A�%%RE/DATE e loA u`•a"167 s s 10 OF 20 SCHEDULE #1 SCHEDUlF #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN "L+"OR "L-" MAXiMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" 4' NOTES: INSIA1I ATtoN tEGFNO (ft.). FOR INSTALLATIONS W/ AL OR "L-" (ft.) FOR R "L-" ft) INSTAL(ATIONS �� ® &®or or INSTALLATIONS W/OPPO ( i-� CONCRETE & W/ ONE N,V. LOCK or or or � WOOD PO L+:MAXIMUM ALLOSIGN PRESSURE SPAN FOR . GIVEN HD LOCK e W/ NQ L®K(NGRODS�or ONE h1Y LOCK or A or�} & W/ ONE HV LOCKS MANSORY L�SIMA1(.IVE aiioW°e sPn�r1 FoaRa c°v"E"N NEGATIVE CENTERMATES @&®W/ ONE HV '7" W/ NO LOCKING RODS® QR W/ NO LOCKING WALL A, 8, 0, D, E, M, N, 0, P, Q, A.S.O.DESIGN PRESSURE RATING, LOCK� W/TWO LOCKING RODS(5 TOP & (SEE NOTES i',tt) ODS MOUNTING F. K & L R. S, & V. 130TTOM SEE NOTES (VAUD FOR MOUNTING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SNEEI 7) FLOOR/CEILING G, H, I, 11, J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM) OR FI.00R/CEIUNG: MAMUM CONCRETE&WOOD INSTALLATIONS CONCRETE M�ft_ WAD kwNuN MOUNTING '& M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, AS.D.DEMO ASWN A.DESA.%D,OFSgN INSTALLATIONS P WALL MOUNTING FLOORfC11UNG P�E WALL MOUNTING ttERATM fl fC yHG u0UN77NG DETERMINE MAXIMUM SPAN 'L+" FROM SCHEDULE. (p.e.r.) MOUNTING (p.,.L) r,)& Roam OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (�on_) I.os-) FLODR/crau++c MOUNTING (+Die_) rtOO' Au.MOUNTING DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L+ ( L-R) L+r&_ L-(1q L+ n L-(R) L+ L-(U 0 MAXIMUM SHUTTER SPAN -L+"OR'LFOR 30 OR LES 16'-0' 76'-a' 16-0" 16'-0` 30 16'-0' 16'-0' 30 18'-01 16'-0" INSTALLATIONS INTO WOOD SHALL 6E UMRED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10" 15-2" 16'-0' 35 14'-10" 14'-10" 35 15'-2' 16'-10' 105 psf.A.S.D.DESIGN PRESSURE RATIN,. A!lNmum DETERMINED SPAN BETWEEN"L+'AND'L-". 40 13'—Ta' 13-10" 14'-2" 15'-2' 40 13'-10' 13'-10" 40 14'-2` 15'-2" _ (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 1 13'-4` 14'-3' 45 13'-1" 13'-1 45 13'-4" 14'-3' 1' HY CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-S' 1 12'-8" 13'-7" F75 12'-5' 12'-5' 50 12'-3" 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: -- 11'-10" 11'-10" 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION#2 ^ NOTE#5,SHEET 5. RATTIINC.GIVEN POSITIVE AS.D.DESIGN PRESSURE It'-4' 11'-4" 11"-7" 12'-4' f1"-4' 11'-4' L!70 }0'-2" 10'-i 1' 65 10+1 - t-11' 10'-10" t0'-10" 9'-6" 10'-1" DETERMINE: 70 ip'-6" 10=s' t0'-9' 1t'-5' t0'-6' 10'-6' 8'-9' 9_a• LI+=MAX- SPAN FOR WALL MOUNTING INSTALLATIONS. LL+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 tO'-1' 10'-1' 10'-4' 11'-1' 10'^1" 10'-1' B-9" tf EXCEPT THAT MAXIMUM SHUTTER SPAN"L+'OR INSTALLATIONS. 80 9'-t0' 9`^t0' tO'-b` 10'-9" 9'-t0" 9`-10' Y.-'AND MAXIMUM ASD.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 85 9' 6' 9'-6" 9'-9' 10'-$' 9'-6" 9'-6' INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3' 9'-5` 10'-1' 90 9'-3' 9'-3' SHALL BE LIMITED AS FOLLOWS: DETERMINE: 1- CONNECTIONS TO KEYSTONE MOUNTING Li-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 1 9'-0' 8'-9" 9'-2" 9'-10" 95 9'-0" 8'-9" LIMITED TO +64,-72 p.at, AND B'-0"SPAN, SEE L2-m MAX.SPAN FOR FLGOR/CEIUNG MOUNTING 100 8'-9" $'-4' 9'-0" 9'-7" 100 8'-9` 8'-4" MOUNTING M&ON SHEET 7. iNSTALI.ATIONS. 195 8'-T 7'-11" 8'-9" 9'-4' 105 a'-7" 7'-11" 110 8'-4' 7'-7" 8'-7' 9'-2' 110 8'-4" 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2' 7--3' 8'-4" W-11" 115 W-2' 7'-r SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 21+',"L2+", "L1-"AND"Ls-' 120 8'-0" 6'-11' 8'-2' 8'-9' 120 8'-0" 8'-11' 125 7'-10' 6'-8" 8'-a" W-5" 125 7'-10' W-8' .� (4) TO ANGSCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPANN AND ND NEGATIVE A.S.O. DESIGN 130 7'-8" 6'-5' T-10' 8'-1" 130 7'-8' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7' W-2' 7'-9' 7'-9" 135 7'-7" 5'-2' WIND ZONE SPACING. 140 7'-5' W-11" 7'-7' 7'-6' 140 7-5` 5'^71' ASPM E-1996 SEPARATION 145 7`--3' W-9" 7'-S' 7'-3" 145 7'-3' 6'-9' TO GLASS 150 -7'-2' 5'-.7" 7'-4" 7'-0' 150 7'-2' 1'-7- 155 7'-0' S'-5' 7'-2" 6'-9" 155 7'-0' 5'-5' i THRU 3 .�u 160 6'-11' W-2" 7'-1' 6'-7' 160 6'-11" 6'-2' 165 W-f0' W-1" 7'-0' W-4' 165 6'-1o' 5'-1" 170 W-9' 4'-11" C-u" 1'-2- 170 6'-9" 4'-11" 175 W-7' 4'-9' 6'-9" 8'-0". 175 6'-7` 4'-9' 180 6'-6' 4'-8' 6'-8" 5'-10' 180 -6" a-8" H T B L)k D E 185 6'-5'� 4'-8' e'-7' 5'^8' 185 6 W:-5.• 4'_6° 190 W-4' 4'-5" 6'-6' 5'-6' 190 6'-'V V-5' 195 6'-3' 1 '16'-5� 5'-5" 195 6'-3" -2" -3' 200 6'-2' 4'-2" 205 1 6'-1' 1 4'-1" 1 6'-3" 5--i' 205 fi'-1' 1 4'-1" FLORIDA BUiLDiNG CODE ikon High Velocity elocity Hurricane Zone \1N1H1I,It11lo,rf 0 2015 EASTERN METAL SUPPLY,INC. BERTHA NV ... 1111.1E C C1 A.S.S■A■ Accordion Shutter System s Rv IAX E#1 W/OR W/O H.V.WNW MACE TILLTT TESTING & ENGINEERING COMPANYAmerican Shutter Systems Irv.N. DE5CRLMN DATE DRAWN BY:MKiY. G, * = am N.W.sax.SL.Ste.30.WRORM GARDOW,FWP"3310Association, Inc. 1 OLD 11-192 _M!2 15 DATE: 4/13/1s PUorto:(305)671-1530.Fox:(3DSWI-163t 4268 Westroads Drive 2 tilts d.com West Palm Beach, FL 33407 s DRAWING No WALTER A.�1�r.P.E. 4 15-085 ls1G Ef DATE FLORIDA OA Ue.p 44167 s SH11 ET OF 20 ...1:, .�i r , •�. •i 1/a. .111,7 M.x. .a., .:III. •:A:S ZIMU.11i :vi : .iIa.•..1 .. •.:•.kll.! 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B B 8 6 12 12 I5 9 75 6.5 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 a 4.5 S5 - SPECIFICATIONS 6�-O' 14 12 10 9 B e ({ 8 12 12 12 10 8 B 4.6 3.S 7 7 7 7 7 7 7 7 S S 5 S 6 5 S S ON SHEET 13 14 12 10 B B 5 B B 12 12 6 8 8 4 3 - 7 7 7 7 7 6S 4 5 3 6 5 8 S 4 3 14 12 10 9 8 8 6 8 12 12 10 B 65 8 .75 - 7 7 7 7 7 B 4.6 - 5 6 6 6 '5 5 45 14 12 10 9 8 8 6 B 12 12 10 8 6. 5 3.8 - 7 7 7 05 5.5 4 5 5 S 5 5 4 3 7,-0' 14 12 10 9 8 8 8 8 12 12 12 &5 7 a 4. 3 7 7 7 7 7 7 7 6 5 5 8 5 8 5 S 5 14 12 10 9 8 8 a B 12 10 65, 5 4.5 3 - - 7 7 7 7 0.5 5.13 - 5 9 6 8 5 5 35 3 14 12 9 B 6 6 6 12 12 85 7 8.6 4 - - 7 7 7 7 7 8 - - 5 5 5 5 6 5 4 - 0 VAUD ONLY FOR UP TO +70, -75 14 12 10 e 9 e 6 - 12 12 &5 7 85 4 3 - 7 7 7 LS 45 3 - 5 5 5 5 4.5 35 - - PSF A.S.D DESIGN PRESSURE 14 12 9 B 6 6 12 12 OA 75 a 45 s5 - 7 7 7 7 7 7 7 4 a 5 5 5 3 8 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 e 4.5 4 3 - - 7 7 7 7 55 4 - - 5 5 6. 5 3 4 3 - SCHEDULE p3, SHEET 11 11 12 10 0 6 B a - 12 11 75 6 3 .75 - 7 7 7 7.5 6 4:5 - 5 S 5 S S 4.5 - 14 12 10 9 0 8 - 12 1.5 7.5 8 6 35 - 7 7 8A 5 4 5 5 8 S 4 3 - 9._D. 14 12 10 B 0 8 - - 12 12 85 6.6 65 4 3 - 7 7 7 7 7 7 8 3 S 5 5 5 5 5 5 5 14 12 10 9 8 B - - 0.6 8 5 4 J.6 - 7 7 7 8 6 35 - 6 e 5 5 5 4 3 11 12 10 B 8 B - 12 10 6.6 6 45 - 7 7 7 05 65 - 5 6 tl 6 6 4 - 14 12 10 8 8 8 - 12 DS 7 S.5 Ab 3.5 - 7 7 85 4A 3A - - - 5 5 8 M 35 - - - 10,-0'14 12 10 9 6 8 - - 12 11 8.5 6 5 JA - - 7 7 7 7 7 7 4A - S S S 3 S S 5 45 14 12 10 8 8 8 - 95 7 4:6 3.5 3 7 7 7 5.5 45 - 5 S S 5 45 J.9 - 14 12 10 9 6 8 - 12 9 5 6 4 7 7 1 7 6 B 5 5 6 45 5 - - - 14 12 10 9 6 8 - 12 8.5 6 5 14 3 7 7 6 4 3 - 11 14 12 10 9 8 8 - - 12 10 7 5.5 45 J.6 _ - 7 7 7 7 7 7 35 - 5 5 3 5 S 5 S 4 14 12 10 9 6 e _ _ 65 85 4 J.S 3 - _ 7 7 6 . 4 _ _ 5 5 5 6 4 J H V BLADE ONLY 14 12 10 9 8 8 - - 11 6 3A . _ - - - 7 7 7 S5 4A - - - 5 S 5 5 45 - - - 14 12 10 B 8 15 85 9.5 4.6 J.5 - 7 7. 4.8 3.5 - - - 9 5 4.5 3.5 3 - - 12•-0,14 12 10 B 8 - - - 12 BS 6.5 5 4 3 - - 7 7 7 7 7 tl 3 - 5 5 8 S 5 S 4.5 35 14 12 10 B 8 8 8 4 3 7 7 55 45 35 - B 5 8 4.9 4 3 - - 14 12 10 9 8 - 10 75 S 4 - - - - 17 7 B b 5 5 5 1 - - - 1.4 12 10 B 8 05 8 a 4 SS - 17 6.5 45 3.5 - a 5 4A 3.5 13•-0`14 12 10 B B - - - .5 8.56 4.8 &5 3 - - 7 7 7 7 7 45 - - S S 3 S 3 5 4A JS 14 12 10 B 8 7 55 35 3 7 7 S 4 3 5 8 8 - 14 12 10 B 8 - - - B 7 45 .75 - - - - 7 7 8.8 45 _ - - - 8 S 6 45 4 - - 14 12 10 8 - 10 75 5 4 3 7 6 4 3 I 9 4 3 - - - 14�-0'14 12 10 9 - - - - OS 0 5,5 4 JS - - - 7 7 7 7 7 4 - 5 3 6 6 6 4 J 14 12 10 9 - &a S 3 7 7 6 S5 - 5 - - - 14 12 10 9 - - _ - e.S.5.5 1 - - _ - - 7 7 6 4 _ - - 14 12 10 - B 7 45 3.5 3 7 :LS 33 - 5 3.6 3 - - - - 15'-0` 11 12 10 - - - - 4 3 - - - 7 7 7 7 7 S.6 - 5 5 S 6 5 4 3 14 12 10 - 8 45 3 7 7 4.5 3 5 4.5 3.8 - - 14 12 10 - - _ - 8 6 4 - - - - - 7 7 5 - - - 5 S 4 - 14 12 10 - - - - - 85 6.5 4 3.5 - - - - 7 3.6 35 - - _ - - 16�-0`14 12 10 - - - - - 9.5 7 45 35 3 - - - 7 7 7 7 a 3 - 8 5 9 5 45 35 14 8 45 3 - - - - - 7 6.5 4 - - - - 5 4 35 - - - - I4 6.5 .75 - - - - _ 7 7 4.5 - - - - - 6 5 45 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone �1N !!!� 0 2015 EASTERN METAL SUPPLY,INC. BERTHA 11 L.7rE7'7c7o77,,77,_ N A, ,� � � Accordion Shutter System 1 �7H.V.aADE#1 W/OR W/0 H.V.1WNDOW RADE Am®ricaD Shutter Systems REV.W BESCRIF"ON DAT[ ORAWN BY: ML 3 �'* TILUT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 •, STATE OF ears N.W.30th•SL.St..303.491090A GkgDMS.F1DRm4 33tfi 4268 WBstrOOdS Drive 2 Ptwne (305)871-1530.F9z:(305)871-1531 DRAWING No ',,�F•. �RIDP .•=c� `:� a-m9O:tin-O.W.- West Palm Beach, FL 33407 3 ED-0008719 4 15--055 WPLTER A.TILUT J,PX 6 SHEET P.E. SEAL ONAir)a�/DATE 6 14 OF 20