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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 r ry97I i ■ 's:',`.. ry d`' q q h� ,. `n' ♦ ':F34Ysi� � vk?'I�� :`'i`.�- .�..-, ^1ot1t a N(k3f{ma)t� BClS Nome I"In ; User Registration s Hot Topics Submit Surcharge j Stats K Facts Publications t FOC Staff BCIS Site Map ! Links Search 6usines rt � Professi al01 &P10ed�Ct User Approval Regulation ® Pn iuct Auivnval N?nu>Product m Anabranon Seen h>AOanrminll List a Application Detail w M =. �i�3 �'��` 4�'"� FL C FL369-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/PhonoEmail 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emali 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 the Walter A..Till1t,Jr.P.E, Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiadon Date 12/31/2017 Validated By John W.Knezevich,PE '/, validation Checklist-Hardcopy Received Certificate of Independence F# q k9 Ct)t htV AtT6F3(Sl)N C7 Nt1NldVH, ,PX 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 httpJ/www.floridabuilditig.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYlIH2v.fvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/07/2015 Date Approved 06/22/2015 Summary of Products i FLS Model Number or Name Description f i 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ -Orw 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F1369 RA Il A.S,S.A.IMC. I)Rbyts..j 0°„fiat J 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 12'-7'for 35 psf positive Ft]89 98 r.F A.S.S A.INC.. P,F.R,_j?Rly6 i 5-966 cij ASD load and 13'-0"for 35 psf negative ASO load Vie HV3 blade w/o Created by Independent Third Party:Yes i window blade,$'-2"for 110 psf ASD load for HV3 blade w/o window blade I and 8'-11'for 62 psf,9'-6"for 55 list 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 otherspans and ASD pressures. {{ 9.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ-Drwg 15.085 bottom)for storm protection Limits of Use Installation Instructions 1 Approved for use in HVHZ:No .1 "zS,Q Fj'Q_I I A.S.S.A,INC. DR.t1(L)5.035.ycl 3 I Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i 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 p.s.f negative Ft:3e9 R8 AE A.S.S.a_INC. n,F,R. DtiVfG.15•gf:`,.I,tV,.j if ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes i HVS blade,8'-0"for+64,-72 p.s.f.toad for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f,for metals stud mountings and 8'-0" j for 110,p.s.f.for HVI and HVSA working in unison.See sheets 7,11 and 20 respectively of installation drawings for otherspans and pressures. 1 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ)•Drw9 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved Tor use In HVHZ:No Fl-369 96 It A.S.S.A.INC. 0RWG-1S-084.o0f 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 i Other:Large missile.Max,16'-0"span at 30 p.s.r ASO load for Blade 1 Ft.389 R8 AF A.S.S.A.INY,.. PX.r. DRwr,,15.09-ipgf and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respective) Cgntact Us;;1940 North Monroe Street.Tallahassee FL 32399 Phanea A504A7-Ifl)4 The State of Florida Is an AA/EEO employer.Convright 2007•)n13 State of Florida.::Privacy Stai men[:t Accessibility Statement::Rehrnd Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic ..I to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 050,487.1345.`Pursuant to Section 455.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address l(they havv,one.The entails 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 Olck liaL. Pwdoot Approval Ac pts: .._., ® eGM;} accuril ea:a n rr, - s http://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1.ITERtHP H.V.ACCOROIDN SNUnE7t SYSTEIF SHOIMN ON IHS PFRDDLNT£VALWTI6N DOCULiRlT(P.F- 1 HAS BEEN VO.MED FOR CDWUV CE IN ACOORDANC-e WITH THE 2014(stn EDITION)OF THE FLORDA B11Rf1LNG CODE 7H6 ACCORd011 SRUTTER SYSTEM SHALL NOT NT ISTALIID AT 1RIG11 vEDcrTY HURiRIGWE ZONES. DESIGN VIA LOADS SHALL BE DETERMINED AS PER SECTION 162D OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REOURFD BY WE JURISD'CTICN WHERE SHUTTER WU TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-D.85.USING ASCE 7-t0 AND SHALL NOT EXCEED THE MAXIMUM(&. )DESIGN PRESSURE RA HG'S INDICATED ON SHEETT$11 THRO 15,19&20. IN ORDER TO VERIFY THE ABOVE CR47ffgN.ULTIMATE DMGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL Be FRSE REDUCED TO ASO.DESIGN IPDA LOADS AREA•1- W BLADES 0 6t AA BY MULTIPLYING THEM B/0.6 IN OROFRTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS PZD.,AS TESTED.WERE NOT OVER STREMM A 33 R THMASE IN ALLOWABLE STRESS FOR MND LOADS WAS E6IL USED IN THELR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYST.HOWEVER.A MND DURATION FACTOR 00.1.60 WAS USED FOR VERIFICATION OF FASTENERS 1.4 WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H,V,ACCORDION SHIFTIER STEWS ADEQUACY FOR WIND ANO LARGE MILE IMPACT LOAD WAS SEEN VOWED IN ALCLOTOMNCE WITH SECTION 1609.1.2 OF IRE ABOVE MENTIONED TILDE AS PER ATL REPORTS: IYPKYIL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL VMDOW BLADE&WINDOW DETAIL -HV MADE j0214.01--03./0715.01-0.3./1004.01-O5,0214.01-os.jo317.oz-O6./0609-01-10 AND 0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA - HV B n AND HN WiNDOW 13LADF TQA AND E-1985 STANnARDS(MISSILE ZEAL D,WIND ZONES 1.2&3)&/1220-01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE 60550E MERE APPLICABLE" -HV W2OOW BLADE 9 1050.0t-OB AS PER ASTM E-1886 AND E-1996(MMILE LEVE.0.WIRD ZONES 1,2 33 BASIC PROTECTION ONLY AND j 0723.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/SLOCK SHEET 6 2.NV SLADE(D AND HV MNDOW BLADE® ARE ENGINEERED TO WORK IN UNISON MIN FACT OTHER UNDER THE GENERAL UNTATION$AND CON ORIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M.CWICRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PRS(HV SCREWS),USED AT SLAVS KNUCKLE AND FOR DIRECT-MOUNT CONNECTION TO TRACKS SHALL BE"1442.75 A40 j74,1.75'RESPECINELY,410-411 MINIMUM SERIES COCERMATE DETAILS FIV SHEET B STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH ANO 180 Mol TENSILE-STRENGTH.PNS STALL BE COATED WITH DERTH4 HV OACROSNELD COAiXHG SYSTEM AS MANUFACTURED BY APPROVED CETEMATE ALIMHA71NG DETAILS HN SHEET 9 COATTND APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HN MARKIRG ON THEIR HEAD. 4.ALL ALUMINUM INTRUSIONS.SHALL BE ALUMINUM A$SOGLATICN ALLOY A40 TEMPER AS LYDICATED ON SHEET 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY S 30.0 Hsi AND 35.7 TeX FOR END CONNECTION DETAILS 1-6.CLNCRETcJBLOCK SHEET t0 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIE 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 NSI MIL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AYD SHAI'L COMPLY W/FLDWA MADING CODE SECHOH 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6_DOLTS TO BE ASN A-307 CALVANTZEp SEE.OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 k i MKMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.See THE FOLLOWING$HSETS FOR ANCHOR SPEOHCAM :HJ BLADE C)' 12.13,14,15 AND 20 INSTALUl70N DETAILS M-R,1TOCE SHEER 16 HN BUDS SIJ&® WORKING IN tws,09:12. 13&15 INSTALLATION DUABS S-X,WOOD SHEET 17 S.IRIS BERTHA H.Y.ACCORDION SHUTTER SYSTEM 6FMM A U.S.PATENT j6'7 .&M COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART Pe U.S.PATENT j5456.179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL.SUPPLY.DLC 9.IT SHALL.SERE RESPONSIBILITY OF THE CONMALTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHORTER IS TO BE ATTACHED TO(SURE PROPER ANCHORAGE CCHTRACMOR 70 SEAL/CA'XK AREA 3: W WINDOW SLATE A ONLY ALL SWITM COUPONER EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MND/RNN INTRUSION, TYPICAL SHUTTER MAYON SHEET 19 10.EACH UNIT MUST BEAR PEMANINTLABEL.IN A VISIBLE PLACE WRH WARNING NOTE DURING PERIODS OF 14UMICANE WAFMRGS HOME OWNER•TENANT.OR OTICES,MUST PROPERLY CLOSE ALL IN AND HO HINTER MES AT .AND CROACE OR LOCK Al HN AND LA LOCKS. ARFA 4- W WINDOW B A l�ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED CH A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORCAN CE WITH SECTION'1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE INSTALLATION DETAILS,METI�N SND WALLS SHEET 20 PLACED FCR EVERY DPE LNG.LAREL40 TO'COMPLY 141M SECTMON 1710.&2 OF THE FLORIDA BUILDING LODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COKPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULADONS PROWOED BY THE JURISD=DN WHERE - PERMIT IS APPLIED 10. '13.(D)THIS PLED.PREPARED 13Y THS fNfS7EFR S GENERIC AND DOES NOT PRDME INFORMATION FOR A SITE Wmn0 PROJECT.L.WHERE IRE SITE CONDITIONS DEVIATE FROM THE P.F.o. (b)CONTRACTOR TO BE RESPONSIDLE FOR THE SELECTION,PURCVSE A40 INSTALLATION ITK1 DM EFE SAFETY OF THS PRODUCT.GISED ON THIS P.E.D.,PROVMUED HVSHE DOES NOT DENOTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONATIONS OETAEFD ON TWS DOCUMENT,CONSnBGDOI SAFETY AT SITE IS THE CONTRACTORS R£S+ONSL97LITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS RED.WILL BE CONSIDERED MAUD IF ALTERED BY ANY LI U& (d)SITE SPEU-1c PROJECTS SVJL BE PP.FPARED BY A FLORIDA REGISTERED ENGINEER CA ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PRDUECT AND VMD WGL BE RESPONSIBLE FOR TM PROPER USE OF THE PS-0.ENGINEER OF RECORD,AMINO IS A DELEGATED ENGRZER TO THE P.E.D.ENQhU R SHIN.SRBMT TO THIS LATTER THE SITE SPECIFIC ORAWJKS FOR REVIEW. C.)Df=NAL P.E.O.94ALL BEAR 7HE DAZE AND ORICNN.SEAL AMO SYRNA7URE OF THE PROFESSIONAL ENGNEER OF RECORD THAT PREPARED R. 1u FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOII 1.�jl`/. ®2015 EASTERN METAL SUPPLY.INC. GICf� �v� BERTHA HVTM oIL E C A IRC. . ■ ■ ■ Accordion Shutter System S S A ttv.BaoE , w/OR w/o KV..YMNG(hA/BLADE A z TIL IT TESTING&ENGINEERING COMPANY ArneT{CGn ShU1tt6F Sy3i0rt1S Dgm7noN CATE DRAWN or: NJ tfOF ROIs N.I.Yse.a s SDs Y7tJ}L DxoDsnam,,,, As$ociallon. Inc. OLD 11-192 y73/LS nate 4/13/15 l@ .^ L nye:(ms}B71-tsw.Fm :(sasls7T-u3T 4Z6B Westroads Drive z �..NAL'ENAl. . West Palm Beach, FL 33407 s DRAWING No WoI71a -08 5WALTER A TLUT Jr,P.L 15 P.E. SEliI U URE/DATE ftWO4 V j 44167 s SHEET 1 OF 20 -3•I raA sA7r Wor® • VAFJES �v 1.91 • {;J711 4 I -I 1 4267- 1 4.999- YSOUD GLAD 3�HV UNIVERSAL Fi.OATER 5 HV 90,/180• STARTER COVERED UNDER US PATENT F 5458179 QUALIFIED FOR USE W/ HV BLADE 1D O HV DIRECT MOUNT HV BLADE 1 1@ HV WINDOW BLADEe 6005-TS ALLOY AND TEMPER QUALIFIED FOR UoSE WTFN 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE(9 ON SHEET 19 60fi3-TB ALLO AND TEMPER 3?X �• � 6063-T6 ALLOY AND TEMPER t6• .OBS• b70• 670• 7.216• - .994 72 042 J• a r T-' •,� 815' 2.092• S 2072• " ow HV ADJ. ADAPTER w UP ` 12= 4 5 3 s• ^• ®HV WALK-OVER TRACK ADJ. BLADE I OUAURED FOR USE w/I4V 9O HV TRENCH TRACK s _ 6063-T6 ALLOY AND TEMPER BLADE 1 OUAL.IFIED FOR:USE W/1N "V 6063-T6 ALLOY tl TEMPER BIADEQONLY. HV RAINGUARD BLADE D G063-T6 ALLOY AND TEMPER QUALIFIED FOR U W/ IN W63-T6 ALLOY D TEMPER vN3{$ 1.936 BLADE T• 1.915' VARIES ,,§38• 6063-T6 ALLOY Ar/D TEMPER g 1.917' %• 33' _ 693• 083• a' •__-._.. 1 .100• I- 09 .125• 57 .0937ftr o •� s7o3 ,.686' � � `� - 670 _ s a 3TQ__...._.... 3s Fri 1 11 HV CEILING HEADER HV HEADER/SILL HD CEILING HEADER/SILL O 1 ONLY, QUALIFIED FOR USE W/ FN BLADE 1 ONLY 6063-T6 ALLOY AND TEMPE QUAISEE FOR USE R AL BLADE lO 14 HD WALL. HEARER/SILL SEE SECTIONS FOR VALJDI SEE SECTIONS FOR VALIDITY. QUALIFIED fOR USE W/ IN 6063-16 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER QIADE 1O ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A Y t YAOLt ,• P Y I.Z• ,0.126" 2• S•MOLL i/8• i/8' :r 3• 0.090- 2' S•MAFc.i 0.192• 0.192' 1�6 SIDE ANGLES //'�� 20 CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES VJ 2.5• 7•MA%.11 0,190• 0.190• uAL1FLE0 FOR O w/NY BiADE.01 OUAUFlED FOR USE W/HV '. BLADE 1 6063-T6 ALLOY AND TEMPER BLAOE�ONLY. 2• S.MMID.1av 0.131• 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' ® I L fLORIDA.BUILDING CODE Nan High Velocity Hurricone Zone A\,1� �•' ,ryRIJY'' ®2015 EASTD34 FETAL.SUPPLY.INC. ,` N Y BERTHA TM P'�`rJENSF - Accordion Shutter System I L E C 0 I N C. A,S■SAH.V.BADE#1 W/OR W/0 H.V•W=N BADE *= Amerlcon Shutter Systems V SGRP,104 rA1L auAx m: N T1LL7T TESTING&ENGFNEEP,INQ COMPANY z? Association, Inc. OLD 11-Ts2 V+s/1s ogre a/Ta/IS STASE OF ,u r s 6,xvr,321 sa rs.szs vaarA e4eJCAs.nam+231 _ •kr-+ Porn►:(303}874-t53o.Fa:(303}871-1331 4268 Westroods Drive 1 DRAWING No F \a��`� • ^d0� °amu* West Palm Becch• FL 33407 s ' o •. e ®-0006710 15-085 A °gnFSS! Ni,l c`;A�J� WAIM T81Dr.P.E.J4 SHEET P.E. Sr�1tc+�fFIG(dtllRE/OA7E SDA t;_ 14410 6 Z 0 2D a 6 ice. R' .745' ._ 4S' --..1 234 1�BtD Tt�7A� tgv,09 pNp ',snf ,V0VCMEAPMLATMCDA) p I• I !.062' (CHRMIRM"'(aIWL 21 HV 9ENTERMATE a. fi ) ® HV EGRESS LOCK QUAIIFIED 1 &®ONLY HV FLOATING-CENTE$�AT ,~ , 6063-i6 ALLOY AND TEMPER FOR USE W/ NJ BLADE(1�&(ly\ONLY 3' QUAIIFlED FOR USE W/HV QUALIFIED FOR USE W/ NV 6063-T6 ALLaY'AND TEMPER , BLADED& ONLY. B1ADE01 &®om-x MkU �FIED FOR USE W/HV BLADE 1 ONLY a& (6• 4• 6063-T6 ALLOT -tin TEMPER FLASK IIFAO „ 7.75K -9' 4 MOLDER TD ' SCREWn 2A79' 1 • - -QN'..,�, • -266'AFTER RNEDNG y °s 1/4-P--20 X 3/4" S.S. THUMBSCREW 1B/4"0-2�RIVNUT 8 A —�� d. Smas 9w^w(mu-U AIM wu'FURM Ma •T I -.T.Z;p" I SFw MRAW.fmr/0829.AS tu.Awm-'Urm BY om r " F'°Nf�i°ON HV MALE "T" LOCK CEN 4.x6 "W 7001 tN.PAFWPDIY,NEW JVVY 07OU oR ECR1L 2� IOCKER FOR "T" LOCK CENTERMATE OUAUFIED FOR USE W/HV DLADE 90NNLY HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK HV ALTERNATIVE LOCK s.s3-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV OUALIFIED FOR USE W/HV GLADETOONLY QUALIFIED FOR USE W/HV ONLY DLADEV (,V/}(y BLADE�ONLY BI.ADE Q)ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR_' t 917' 3.161 i $J— g -TNUM6TURN oar _ CYLINDER OR .214•-` .023 .06r. ' l.. ICcT CYUNDER �.,-_. .214' -. p .. I � ., �n 815' ,� 0.11 4 ,ao5 o t.125'Yat 33 H RM O O i2 i 0 o QUALIFIED FOR USE W/HV BLADED& A QUALIFIED FOR USE W/HV D(ADE 1 &. 6063-76 ALLOY AND TEMPER \ 6063-76 TEMPER ALLOY AND HD as 1 o; va am 12•Msl _ _ OUAUflED FOR USE W/HV BLADE 1 &(il _Vxsa'tu�7o sTi (a'a-te t.1 6063-T6 ALLOY AND TEMPER I TFiUkIR1UtM j (SL DETA,$) / I OP _ OOKEY 7 Y;n CaUNDiR 1.76'Moa. 1 OCKING ROD L 376 Ito• ® HD LOCK QUALIFIED FOR USE W/HV BLADED (J/JX20 AISI 3 6063-T6 ALLOY AND TEMPER IiV 3/8"0-16 ACETAL S7.�f a2 0`� m'RECENT NARDYI^naE Ma'msE LOCKS SERIES z33a NDOx DOLT LacY.. � IML WILL REQUIRE A 7/16- HOLE U FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV D(ADEO& e, O7RfjlN 0 AT TRACKS FOR PROPER EMBEDMENT QUALIFIED ( fI BLADE�1 QUALIFIED FOR USE w/HY OIAUE 10 FLORIDA BUILDING CODE(®on Hi h Velocity hurricane Zone 'p ......... ✓/ice ®2015 C/STVM METAL SUPPLY,NC. NSF' BERTHA HVTM 7�T�I_LJE C® I N�. A.S■S■�■ Accordion Shutter System KV aanE#1 W/CR W/D KV.NINDDN BADE cc E American Shutter Systems UV.lkDarrr+:,mi DATE r)ROW OY, M.L *'•���' tUr ; `Lu+ TILUT TESTING& ENGINEERING COMPANY n•, ST (tP mak. µ 3M wwm�y Association, Inc. s OLD 11-192 4/13/15 C '4/i}/15 - '�--ELLJt+*Y-- �••t Fhaiw:(3Z)s71-1530.F.s(wsls+l-lair 5268 Westrocds Drive 2~ DRAWING No .-",I r w win Wast Palm Beach. FL 33407 a Ywtt W-000"19A.TUn P.E. 4 15-085 FL.Uo.1 44167 5 SHEET P.E. SEAL/SIGNATURE/DATE 0 _ 3 OF 20 SHUTTER ASSEMBLY SCHEDUEE FOR HV-Q T T2'YIN CE lU HV BLADE 1 41 J TO BLADE P • HV BLADE 1A w xNaOw MADE .Dazs .�n.my x-x =25 .&25' ® II �E•S 'a OPE7aN �fa73' Y HV LONG RECESSED NYLON BUSHING I ! o " KNuc,aE .oats ® o. HV SHORT RECESSED NYLON BUSHING �_ � ril � W NYLON HAT WASHER DOR Nyo 11i R1•@ HV WHEEL CARRIAGE AISI 302-303 SERIES I J t A. 3 X *:870'x3/16'THICK NYLON WHEEL I j -® ry 2?IS-Nat9T0. yaNOovr 0.188'0 AISI 302 SERIES S.S. RIVETS 3t5"* SEP� _ 03 HV 1 3/4"ACCORDION PIN W/ §8 HEAD * EXTERIOR OBLADE .oa25 e3.75oa' I Mer 3 a 3/4' HV 2 3/4"ACCORDION PLN W/¢8 HEAD * 1 4 t ERS T 7500 J 4 aT�" I , 22 1/4 a ® POLYCARBONATE IMPACT RESISTANT HV WINDOW I _ ', , � + TYPICAL HV WINDOW BLADE h,1A AND j j UPS i ! ® ': POLYCAR6oNATE HV WINDOW DETAIL DOR Q� 4 or ® N.T.S. �Y ((SEE NOTC FOR I I I I REOUfREYCNTS) DOR® iPOLYCAR@ONATE IMPACT R-9STANT HV WINDOW I \t2' DRYER 1tAKROLON 3103 POLYCAROONATE * , j RESINS, UV-STABILIZED GRADE OR SABIC 5: 4 VADE INNOVATIVE PLASTIC LEXAN 103 RESIN . w 1 gTOUIREMENTS AT EXTERIOR BLADE KNUCKLE FORO OR (SEENOTE 'F' ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVOR i,I ® I POLYCARBONATE SOURCES FOR HV®BLADE. CAL SHUTTERSS AEMBLY EXTERIOR Astec Text UCAL SDx V (2) HV PIN @ MAY BE USED IN LIEU OF 19 AND ONLY ATNv Pat @ODRa%AT epD � � EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ KV(D 003 (SEN E NOTE FOR LL24' EKNtiC (SE �>:auvJr Asa Drat 0w qrw' Dat BLADE WHEN CORRESPONDING TO INSTALLATION 11",", SHEET 7. a4p O REOURUENn) iMalit RID.S At AM DSW— 0AWZ=V P� 9M Pat (3) HV PIN OR W 1 2" O.D. I 16"THICK S.S. WASHER O ruDwm nsaca.At TEtO ern maD x530 Pu tux P. © � / / / ` o� :tt( noama,iovcvs An„DnP >,aam DADA xtooD Pu SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8ja i i;' ieacc SHEET ® II r Dan 471w em ra rr-s/ r rt-mt t3a��emayfl.atr.� FEL CARRIAGE DETAIL s ar am 147M aoaat oa x a45 x uAx . ASSEMBLY LAYOUT WE Oraw." ,r.11 VIMC-1 Cry C-,awls VIM '— snr nenm mm VIM IoW T M T >e7ea� Amt c,t0 M^1r aTa Gx MHV T4KiL 62ilOCN ATTO2- @ Pa< Cl1a P.I. BLADE SOLID �A' HV WINDOW BLADE DETAILS '°'°'�"'��°""�`"'�"` '�"°� a,a'P.4 F1ORDA BUILDING CODE Mon High Velocity Hurricane Zone ,, 02015 EAST RN ucrAL supwr,lac. V BERTHA HVTL. _ L�CENc" A■S■�■A■ Accordion Shutter System .- 7T71L ECO 1 N c. H.V.BLADE#1 W/OR W/O H.V.WI DDN RADE - TILUT TESTING& ENGINEERING COMPANY American ShuHer Systems DrswPnaR DATE ORAFN or uw QTE Oi• :7L'^ 5755 NK.9-n-x.3m..9i4 Cuoms.norra.33,a Association, Inc. t OLD 11-192 i/i3/15 OATS: a/t3/ts O.r'r-fit— Ptv—:(N5)6i1-x530•Fa.:(3O5)71-1s3T 4268 Westroads Drive 2 to-9.0— DWWLNG ND West Palm Beach, FL 33407 3 w"k, 0NAI ET16�,�.��` WALIER A.T 1ITT'W.PE. 4 15—OB5 P.E.r9`pJE f611]tfURE/DATE `ti0"o"is f a41a7 a SHEET OF 20 0.0- o e D f9" a Y N s T v ''NOTES ON W LACKS AND CENTERMATES: 1.LWMAMW OMEMON it.ONE W LOCK®or®SKiALL SE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN AND FOR ANY EL 12'N.HV OR OW MA BE USED AS AN,I SIDE OR OUTSIDE LOSHUTTER SPAN CK,ATTACHED To ELEVATION.kN %K i$9 or�5 CEMERLMTES W(2 1 4'0-20 x 1/2'LONG FLAT HEAD SS.US.LOCATION OF LOCK SHALL BE AS UNICATED ON O� =TES ATION. 2. •IF OESIREA,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TWO HV LO'E OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.cowicnoN Or LOCKS TO CFNIERMATES ON 0 L BE SHALL BE AS INDICATE) ABOVE DUON TYPICAL SHUTTER EIMPON. v r' 3. WlTwO H.Y.LOCICSh LOCIQNG RODS 0 ARE NOT REWIRED AT URRtC'ANE POSITION.BUT MAY 4 �"`V_/"'�• ...fg✓a BE USED IF DESIRED TOENHANCE SHUTTER PERET) C& LOCKING RODS j OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). `7= .�N.,r- �.1A►7W7 �2 ON_M'LOCK q SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN A C1 II AND KrLSTA1lAnONS AT ANr ELEVAnON.Hv LOCK or�'9iW1.BE USED AS AN OUTSIDE OR INSIDE LOCK, �( ATTACHED 700 CORNER CF]fFa ATE W/(2) 1/4 0-20 x 1/2'LONG FIAT HEAD S.S.U.S.M LOCKING RODS a AT TOP&BO SHALL BE USED.LOCATKN i OF LOCK S71ALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. TER MAXMUM SHUTSPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. • 3<3'+g9 5. AL=MM-M KANDAMRY ONE-ALTERNATE HV LOCK MAY BE '14 UEU OF FFJ LOCK or FOR ANY SPAN AND 1! ()'! — SSXg A� `i INSTAL ATIONS AT ANY ELEVATION.AL ERNATE LOCK ? MAY BE USED AS 91 INSIDE OR OUTSIDE LOCK.ATTACHMENT 83 ' O OF 1/4'0-20)ci/4'S.S.THUMBSCREW TO®OR CEMEMWTES SHALL BE MADE W/1/4'0-20x3/4'ALUM. / "�''SD--• b•; dR. �yf1M0 bg� RNNUr AS SHOWN ON SECTION HVF-SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 Of SHUTTER SPAN. I &)MANDATMY CONDITION L FOR KEYSTONE MOLf±RNO NSM HAMM ONE W LOCK SMLLL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TD Be.AND FOR INSTALLAn01S AT ANY ELEVATION.HV LOCK @ or @ or @ MAY BE USED AS AN RMDE OR OUTSIDE LOCK.ATTACHED TO C3 or®SYMMETRICAL CENIERMAIES W/(2) 1/4-20 x 1/2'LONG FIAT HEN' S-1, SEE END �• t MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL StIURER ELEVATION. USE OF LOCKING RODS 0 W/ CO h'LS ON D r [ N 1 J N L Y v 0 • Y Y k OR Qt TOP AND BOTTOM IS COMPLETELY UAND4TORY. MEETS 10& 1 e T+P.FLU " •NOTES ON HV 'T" LOCKS AND CENTERMATES: 'TIGHT. of CORNER CFMERMATE 1. O• O'O•N ONE AITFRNATE HV T LOCK (i MAY BE IN5'jALLED IN UEU OF HJ LOCKS OR FOR ANY SPAN AND INSTALLATION AT ANY ELEVA710N.AL n:LOCK W MAY BE USED AS AN INS1DE C2 DE LOCK.ATTACHM]IT Of LOCK®INCLUDES USING REINFORCING LOC ,AS SHOWN ON SECTION HLC,SHELT S.WE'JCH MUST BE CENE77MATE5 AND®W/ 1/4.0-20■1 1/2'LONG SS.THREADED BOLT W/7/8'0 z 3/32' -�-h O-O•.� wMNUF OR Wf i"0-20x1'SS.Y.S.INFO A 1/4'Ox 5/B'RNNUT.®IOCK NAY BE I sTM1.D AT UIDSPAN OR 12' 6 7 m 6 7 an MAKDAUM ABOVE AND BELOW NIDSPAN.USE OF TWO LOCaNG RODS IOP AND STRUM IS MANDATORY. �'6�a��(�-�sa(e •Qa 9-�13mt9-®D•� *NOTES 0 dE C T TFS: PICALM HV BLADE SHUTTER ELEVATION 1' : EE VATION.AE HD E H LO MA@E USED rD ED of FN LOCKS OR� FOR ANY SPAN AND I.STALIAnONS AT hW BLYAnO1L ALTERNATE ND LOCK MAY HE USED N.T.S. AS AN INSIDE OR OUISIQf LOCK.ATTACHMENT OF HD LOCK S0 TO @ IS W/3/8-3/8'M S.&M-& AND WCIUDES mwoRCEIAENT INSERT Qg AS SHOWN ON sEcTrmS HDB-M3 AND HDC-M'C•SHEET 1O LOCK Uk BE' AT WDSPM OR 12'UAIOMUM BELOW OR ABOVE MOSPAN.USE OF LOOM RODS @• IS COYPLETELY OPRONAI_ FLORIDAon ieh elo&,y urricane ne 0 2/u F-SM4 METAL SV,-PLr.INC. ' �CcN T�9% BERTHA HVTN \CE A S A Accordion Shutter System L ECO 0 N C. TLV.BLADE¢t W/CR W/O TLV.'MM M BLADE American Shutter Systems mQcxA o wrz crw sr YL TILUT TESTING B ENGINEERING COMPANY nL +'0 STATE OF •;�` [Jas K+4 JS's.R.ne,ws.uacwA come.RX100-331 Association. Inc. 1 dD 11-182 4113/15 D4IC 4f 13/15 :(xis)en-1570.Fey:(JOS)j71-1531 4268 Westroods Drive i �uu MM�wu�'�� RC1 •-mcs O+I.c000,Lco.n Iles( FOIm Beoch, FL 33407 s DRAWING No ",i, 10NALE G+N°` WALTO A T&UTJr.PL �J—OSrJ S C a P.E. SEAY'f�1tStil�IURE/DATE n W 1N U.i u1G1 6 SHEEr 20 POURED CONOREIE ANCHORS m (SEE SC EDUE ON SHEEr 13) 190 nuE 1 OR ® E70501:G ro HAAs REWULFO __ EDGE 6 -i If f1A fr,/K mARO _ I5LC 9M lt) ,W SLAB IF I w 9100 t9 tat to aAa i APPUCOaE E 1LA013ma'� \ rax ,t I- 9 tl7EFwT i i 005DNCCA55-' '✓ a i ANCHOR i t t i 1 /10x3/4•HEX WISHER HFAD I i i l w 1 w 15 31 tmt. 1pH sccEvts o sY o.c DOE OF 3 COIICREIE ANCHORS 8 0' (`E SCHEDULE ON SHEET 13) APPUTSI$E 1i � F�(6rINO �t! SlA9,F Of t . 1/2 1 TSM IF APOLJC/�BIE i w T.1PF�OL APPlKAe1E 0. O� ARUCAMZ POURM / `D FLAT HEAD CONCRETE A E34ORS -I ss "nam ♦ Paurao _.. _..__. L p t�L� (s{E SCHEDULE as sWE7 14) FLAt HEAC CONCRETE ANCHORS nc"A'a®ate t OR °ONCRUE REOU D a (SEE SCHEDULE ON SWEET 14) 11 .TRENCH 1N$TALLATION AUD ONLY TOR UP 1D 4.70.-75 PSF ASD. V FLOOR INSTALLATION QI HIV WALK-OVER INS COLLATION DEM PRESSURE RATING&FOR SPANS PER I IV CEILING INSTAIIATION t SCHEDULE/3,SHE7.T 11 aosnz.e ,ea 6a alaet O CONCRETE ANCHORS 1 (SEE SC EDUIE ON i 7 EKSIDOOMINC FJ64HN,• SHEET 1L) vs•D mr DA=w'4!t fe/ AUxnTWMLM R 1 RR9DEala1 CLASS^ CUSS -its somiu'w am,tl -----0 C��_' F TWM�/Ao W/M/ 1 '4r �4)ek[tnlwf0 , 13/4* 3/.•wt nonwav O E• 10 I I I H ac raN w 10 a•-a•swN Ao 1/4. 1 ♦6•.O• tip To tr0 COOL AiRT I:I ( , ; I"MaR. srxua u EM rASiO+m 1Pv 1 ona tis Nart n w w1w 11 ��_ 1 -_-�� WHA }t• 1vR 3/8• _._. f`w/Zx. a' TEN SCREWS /,4x3/4• HDf H1T>a ; B• 0 12•O.C. 1 8• 8 I li :t :•; ;'. // IEK SCREWS �14xS/4"SD.S. _ t 1 4• 1 ]• a :/x'rT0.3/4'65 L,S OR 1/46-20 S.S.MS. CONCRETE A:GHORS 6 •O 3 .i..•-{�." `• - `-I,T06 f/�'r20 nuts K/NUr O 9.O.C. i (SEE S09EWHE ON 1 O 8.O.C U- • O fY OG 1 SH}kT lx) 1 •'1I• WkL (GEM 14x3/s'F.H.S.O.S. SLAB lJ OGE IF 1 7 8• 17/e" 1 CONCRETE ANCHORS O 9•D.C. E NATE 13(b) `.�. ;:.• �,.'�-:: .. .0 _ PCLH,ED C01x.<ElE ('-i�T SC1fEDV7E ON CN SHEET 1 E NDT[13(b) e...• Y __�-...._. CONCRETE @LOCH SHEET 14j POLDtC.CONCRETE-' ON SHE-If 1 ..-.. � 9QpTwHAL ;pC�U= P.c�,U � .KOURED OR CONCRETE BLOCfCREOUiIRED KEYSTONE MOUNTING INSTALLATION Caweft Q HV WALL FLOOR INSTALLATION Q HV WALL WALK-OYER INSTALLATION °O"'"sm 0CS1" 1uo6pf< SAN a•-0- GUARD I Si t INS ero> L1t)jF r'OR fb1LB�WTION OF CFCDOn.: REYWASLE W.TfEN MOM M EDGE OGTANCE ta„CIMTO AN ).EAR ♦gE IIUrtAHOHS OF USE FOR f-SEE SASSEUSLYHEET 4 FOR TYPCAL SHUTTER <SEE�E T�1�"'�' *"' OR ENTRANCE E EcaN SHEET f9 INSTALLATION DETAILS Wj 417 HV BLADE NN,IRY„SECTHOt6 CAN BE CCiteatED — DN ANY WAY TO SWT IAT TNSTALLOI N. FLORIDA BUILDING CODE(lion Hi It Velocity Hurricane Zone A..r'C�%�� ®2015 EASTERN UETAL SUPPLY,INC. tea? sF l. BERTHA HVTM Accordion Shutter Sy stemIEC �MASS s�AKV. RADE#1 W/OR W/0 H.V.N7=N 9-ADE TATE American Shutter Systems n, DISCR, cAr oeA m Tar: mL TILUT TESTING&ENCIHEEIll COMPANY -o'•. TATE DF :"�: gy.a,.y NJI.36:.9 A.Su.SOI.VFlO1A GYv�iS ROftM 3]t Association, Inc. 1 OLD 11-192 4/53715 cA1E a/1J/i5 Pnma:t305ja7H-1s3o•Fm:(3050"-1531 5268 Westroods Drive DFAVANG No West Palm Beach, FL 33407 3 ;FS ••..^••-N� f8-006719 , 15-085 085*/ISrONA`,Cl1 ` WA:TR A'aUX Jr,PX- ARk417 $ P,E. SrSNuE/DATE SHEET 7 OF 20 SEE END WALL 10 Is NOTES �� `! INSTALLATION S W/ 1 HV AND�ALTER AT L �® �Lam®ate OUT sF r-oasnr+e cfus **SLAC RACK OMLL a 1w JIW®Ox FOR s. BLADE W HV CENTERMATES � �M�O OR SEE eND WALL CONNECTION 10•®"©7• ©•�a DUSTING CLASS DETAILS ON SHEETS 2'n'.1/a'•a'-2 8 0 9+ w 1 5 3 7/4' 7- — C 1/i' 7- (sw/CZ) A71'a» OPPOSING SYMMETI�YCAL 1/410 TAPOON aaDp7c To 7ONCRcis I- CENTERMATES tm°/eottosfl a /fo,s/a•sHs.o tz CHV RMAjES WN.�vAromoN (4)f1aAT Z sus.rC � aF.FULL L�tc. W/ HV LOCK or ly W/ HV LOCK _ or ( SCHEDULE AT TO GLASS MI AN r F- 5 Piz a * 5 IN ®* 3 ON S-CM 11) 5 ©a®O9®•Oa®a10•®a L O a Nor HVB our a ® O O O�O O HVC TO•���7`�©,©° HVA m w 6 7 0 8 10• 3 a msnrtr CLASS -POURED E MOO CONCRETE c+1 10•®-0.010.0-- ( -- 7XNRETI rn.acx WALL SYMMETRICA e 7 -e , 7 -� - ( GLASS. IN I CENTERMS �@ ©-®-�®a®•® —� (SEE X+MXLE - .CLASS W Hv 0R1�) ®•®a°O•®p��, ON SHEET I7) TSN. SEPA �Ck7\ TO CLASS (SLr SCHEDULE I N OPPOW4. z— ON SNIIFET 71) _ (MERIOR) OUT ----- - --- ------- —---------- N7 _- — y'�� 1 1 afoRs o _---_—_—_ __—_ * f i 1 16.O.C. 1 * `/ 3 VARIES \1-0 / � � OU a� T _ 6yz-uAx.sua{ oUT Q - (D ) HVE HVF** HVD FLORIDA BLOLDING CODE(Ron High Velocity Hurricane Zone \\1111717101/JpI7 ®2015 El.+MM f$TAL surn ut.LM. EN11C/T✓�°'c BERTHA HVTm /TI O A imc, .S■S■A■ Accordion Shutter System IM aAM#1 W/CR W/0 H.V.N1WN RADE American Shuttor Systems _ l czcannw DATE aRAAx ttr: „� TILlJT TESTING k ENGINEERING COMPANY bi STATE OF :Q 6 ##�e �•48 AMA raYDaf r-Q N J7) Association, Inc. 1 oto 11-192 4/13/75 an:, i/LS/75 �----- v pi—:(ws)71-1570.F. 4268 Wastroods Drive 2 DRAWING No O' F10R1DP :c1`�.� •mon.urze000.w..nm 4Yest Palm Beech. FL 33407 3 :�.J` ••. _ •G\�� E9=0719 . 15-085 .•g. \ FtOW Lxf 441&7 SHP.E.Asat � E/GATE 8 OF 20 POURED CONCRETE FAD CONCRM POURED CONCREM OR CONCREFE OR CONCREtE POURED CONCRET£OR OR 0MORL'TE BLOCK WALL REOU,RED CLOCK WALL REOVM R W 4 9EOCK Wr11. f CLOCK WALL REQUIT" _ t--E7ltSRNC CLASS FE70511NG GtA55 E)MNC GWS / z•uu, cc MSMO GLASS ry{ — � _J. _ _..-S t f P 76 O.C. 2 �� —.(� NMASS(SM t WL.S I tai. Ri WL 5EPARA9G+ SOMMLE ON SNFT.T m MASS(SEE r m GLASS(STs 11 FOR SALE @MD .SO*DLt£Qi•%M •r SOMME ON S M F0 I 70 OUZ(SMsEET ttla*3" @u FORtaN ,D FaR MADE Mko FR t/z' 'ai sa t9 FOR n DGR auaE@Aw (i -Ta)cwNE / acAosDa:QA y — aH�,9 F� �TT,tEE,,,.(�a� r ���� EtELUoiUcF�titTtE AST t aAaE.s@a<9 PLAMl(L SATE t T1, (5J) DF(E)) ! i t75E t"OR 2"vAx / (AS APPUCAH E)a2 t/a t 2 wN. — _ >loattz•sxs. I 1 AL.Lor,Nutt cLm ANMLE �tC:t/z'!sus—, __ _ Ts'aa. ---- - (6)O3-Ta ALLOY)AT 6tedriEK,Hrr n,M•o.c. �4 (t)j1ox1/2•Stas.TOO& 4 1 (2)1/4-0 TAPCOHS ANCHORS TO WALL AT,'O.G,(LOCATE AT ( OR . SEE DEML X FO �R F2A EM ER SLDE OF Q) , (31 SIDE CONtt=H 1 OR Q!' SEE CUAL x rOR t OR TO TRACKS _ sE£a rnw x 4 SIDE CCiLYECTbF+ �'°'©'�•a '®" su£CONNECTION "�•Q Q O'�'�' 6T e-(aji •�• To TSAacs •M T•e a.�• �'�•�Q•Q• To TitACKS •�-�•4�•Q®« o•o 0•0•0•0a 0•0•0-0•0•0• a �•� ®-® �• �•®•®a •o ®• p.q�.�.®•®• p p O'®°®�-'�®• I 3 FM CONNECTION DETAIL END CONNECTION DETAIL 0• END CONNECTION DETAIL d 1.6 REOIAREU Otry FOR SPANS CREATOR itUlt i2'-a' POURED CONCR£tE aR ,4 �EX5aN0 MASS RE tthit— Ir MSS 4 „____---__-- M{2,A5S(('.IS P,6Lot.SCRAWON • .G Lei.SEPARn7KA+ �� ?To O.MS(SEE ______ -------- _ _ SaEDu1L ON Ste",• tt2"taN. SPRExAE _____ _ - @- „FOR sATEOua co ,:Frn eAcc@+n ----- - CR 1 oR t Qt SLEET 19 FIR ANCHCR Q "'— (pt gp.,T 79 Faa 4 wNCRETE txkEs(D G 1x O.C. �� r 5 CLAss@a C0 aR� ANCHOR T'- 4 16* . a MN. ♦ QAa xu E FnR � n �oR tVIEW 5 t OR & +PLAN �7 LPaUREa CONCREFE OR m=O.p•a •�• "E�=(�Om®•��• ION ca,cr E aLax WAu , ._ �Q•Q• Q•p•(Q•®•p-0• 1 HV BLADE 0 HV WINDOW BLADE INTO REQUIRED ©O �+•©O 4�- ®'�•®Q -O ®� CONCRETE OR ONCRETE BLOCK WALL. END CONNECTION DETAIEND CONNECTION DETAIL FLORIDA BUILDING CODE(Hon High Yetocity Hurricone Zona AA 0 2015 EASIM uEFAL SUPPLY.RNC. BERTHA H T)t \CEN s `�— A Accordion Shutter System '' �'-=.� MIL E C O�Kc. ■ w ■ ■ fiV.BADE¢T W/ce W/o HV.vatmv RADE � t—it° Tit11T TESTING 8 ENGiNEERttiG GOUPANY AmerlGop ShuHar Systerns xscam 7H oAra t ar: t L S STATE OF '2` ars Nx.=a �sty 3m, wMa FLISMA ant ASso estton, Inc.Dri + ottt r i-,92 i{tsJtS AAM </talt Pr—:(.t )Vl-1530.rn.:(305)S71-15314268 Wes#roo is Oriva 2 ORNWING No .—I':ta—G" an West Palm Beach, Ft 33407 3 15-085 to-000s�t9 i W a�tr,AAu�►1L.P SHEEP 131- 10 s TO OF 20 SCHEDULE 91 SCHEDULE �2 SCHEDULE A3 MAXIMUM SHUTTER SPAN 'L+'OR -L-' MAXIMUM SHUTTER SPAN* 'L+' .XIMUM SHUTTER SPAN*'L+• M$TALiATinN LEGEND NOTES: (ft.). FOR INSTALLATIONS W/ OR -L (R.) FOR R -L-' (ft.) INSTALLATIONS CENTERlMlES &®orty or INSTALLAnONS W/QEMING SYMMETRICAL CEWERMATM CONCRETE& WOOD (1)L+:MIMUM AUAWABLE SPAN FOR A GIVEN W/,ONE H.V.LOCK or®or or Q-� & W/ONE HV LOCKS MANSORY POSUM ASD.DESIGN PRESSURE RARNG. HD LOCK W/NO LOCKING RODS or ONE HV LOCK or or ---- L-:MAX ALLOWABLE SPAN FOR A CNE N NEGATIVE ® "''''ffffff'''"' OR W/ NO LOCKING WALL A, S.C.D. E. M, N. O.P. Q. ASD•DMG,y PRESSURE RATING. CENTERMAIF.S®&@ W/ONE HV W/no LOGO G RODS® ODS MOUNTING F. K&L R, S, &V. LOCK®W/1WO LOCKING RODS TOP & (SEE NOTES tit) MID TOR MW'NIMG 0 (2)PROMUIRE TO OETMVONE NA70MUM SPM'FOR BOTTOM SEE NOTES tt SH 7) FLOOR/CEIUNG G,H, I, 11,J T. U. W&X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: will" CONCRETE&WOOD tN5'fAL1Af10115 O �� �UA*M CONCRETE n DOGNINSTALLATIONSCONCRETE&WOOD MOUNTING & M GIVEN A POSIINE A.S.D.DESIGN PRESSURE AATWG, pRaV5MWW1 MOUMMG iLOat/CDUNc "' WALL UOUKIM °'C--UV ERM ftipOR,/cuyY IIOYNIa+c DETINE WOOMUM SPAN'La'FROM SCHEDULE PdTM� YDUNTING 1i''C & �"/° oa ('NEN A NEOATT4E A.S.D.DESIGN PRESSURE RANNC, moa/3) (.V-1) FLOOR/CMM 140 (+ ) ROO UOUNIM DET DINE MA MUM SPAN '1.-'FROM SCHEDULE. L! 09 L- L! t-{y1 tf(U L-.00 L! W L-{N O MAOWIUM SHUTTER SPAN-L+-OR 1 FOR 30 OR 4 CQ 1G-0' 16'-0' t6'-O" 30 ifi'=0' 16'-0' JD 18'-O' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UMNED TO FINAL U=?AUM ALLOWABLE SPAN 15 EQUAL TO THE 35 _ 14'-_i_0' 14'-10' 15'-2' 16'-0' 35 74.-10' 14'-10"_ 35 15-2' 16'-10' 105 p3f.AS.D.DESIGN PRESSURE RATING. 'X��S81 OETFRMMm SPAN BETWEEN'L4'0.`A 1-•. 40 13'-10' IS-10' 14'-2' IW-2' 40 13'-10- 13'-10' 40 14'-2' 75'-2' ((J[)PROCEDURE TO G£TTRMXEE VMIMUM SPAN FOR 45 IS'-1' 13'-i' iJ'-4- /4'-S' 45 1J'-1' 73'-1' a5 13'-4' 14'-�' 'r FRV CORNER fEN(FAMAIE/S MAY BE USED AT ALL OOYBINARONS IN BETWEEN WALL,MOUNTINGS 50 12'-5' 1Y-5' 12'-5' 13'-7' 50 12'-5' 12-S' S0 12'-3- 13'-1' MOUNTING INSTALLATIONS.L.00gNG SPECIFICATIONS W/FLOWN/COUNC MOUNTINGS: 55 _ •-1' 12'-11- 55 11'-10' it'-tD' S5 -11--1' ft'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION j2 FOR A GYCFR POSITIVE A.S.D.DESIGN PRESSURE 11'-4' 11=4• 11'-7- 12'- 60 ll*-4' 11'-4' sa IW-2' 70•-11' NOTE is.SHEET 5, RATIN 65 10'-10' 10'-10- il'-1' it'-11' 65 10'-10" 10•-10• 65 1'-3' ID'-1' DE(ERMINc 70 1D'-e' IV-6' 10'-9" 11'-5' 70 10'-6' 10'-6" 70 8'-9- 9-4- LI+-LIM.SPAN FOR W) MOUNTING INSTALLATIONS. _ Li+-MAX.SPAN FOR FLOOR/C£)UNC MOUNTING 75 10'-1•. 10'-1' 10'-4' IV-1' 75 10'-1' 10'-1' 75 - 8'-9' ttEXCtPT THAT MAXIMUM SHUTTER SPAN-w OR INSTALLATION& 80 9'-1D- 9'-10• 10'-0' 1D'-9' 80 9'-10. V-10' Y.-'ANM WXLA1M AS.D.DL4NG PRESSURE ROULIN'u FON FOR A GYEN NEGAITVE A.S.D.DESIGN PRESSURE 85 9'-6- 9'-6- 9'-9' 10•_5• 85 9'-8• g'-6- INSTALLATIONS INTO LXINCREIE OR CONCRETE ELM RATING: 90 9'-3' 91-319'-5'- 10'-1' 90 9'-J- 9'-3' %�BE uWTTy AS FLOWS: DEFERIBNE: 95 9,-r e'-9' 9'-2' D'-10' 95 9'-0" B'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 6'-a' 9'-0' 9'-7- t00 8'-9- 6'-a' LINKED TO +84,72 P.s.f.AND 9'-D'SPAN, SEC 11-a MAIL,SPAN FOR FL00.4/CbUNC MOUNTING MOUNTING Q ON SHEET 7. INSTALLATIONS. 105 8'-7' 7-11• 8'-9' 9'-4' 105 -8'-7-- _T-11- i t0 e'-4' T'-7' 8'-7- 9'-2' 110 8'-4' 7'-7'-I- FINAL WXIMUY A1/TNMdE SPAN G.EOIIN.TO THE 115 8'-2" r-3 -6'-4' W-11- T1s V-2• 7-r SEPARATION TO GLASS SCHEDULE INNwLM BETWEEN tt+. TITS L,-AND - 120 B'-D' e'-11' e'-2' 6'-9• 120 8'-0' 6'-n' 125_..__..�;-10' V-6• V-0' 8-5' 125 T-10-_ 6'-8' (4) WA TO ANCHOR D NECATrULE WITH FINAL MAXNUM ALLOWABLE SPAN AND NEGATn_'A.S.O.DESIGN 130 7•-B" 6'-5" 7-IC 8'-1' 130 7-e' V-5• MINIMUM PRESSURE RATING TO DETERMME MAX0.IUM ANCHOR 135 7'-7' V-2' T_g.'-.._..i=g= 135 7•-r 6•-r WIND ZONE SPACING. 140 7-5- "s-11- 7'-7 r-6 i40 V-5• V-11, ASTM E-1996 SEPARATION _ 145 7'-3' S'-9- 7'-5' 7'-3' 145 T'-3' 6'-9' TO GLASS 150 7'-2' 5'-7' 7-4" 7-O' 150 7'-2- 5•-7- 155 7'-0• 5'-5 I'-2' V-9' 155 7'-0- 5'-¢' 1 THRU 3 1" 160 V-11- V-2' V-1' 6'-7' 160 6'-11' 165 W-10 S'-1• 7'-0' 6'-4' 165 C-10' 170 6'-9' 4-11- 6'-11' 6'-2' 170 6'-9- 175 W-7' 4'-B' 6'-0' 175 6'-7'ISO 6'--6' 4'-6" 6•-5' S'-10' 180 H V BLADE 185 6'-5' 4'-6' 6'-7' S'-8" 185 V-5" 4'-6' 190 6'-4' 4'-5'_ _V-fi' 5-6- 190 195 -6'-T-.._i'-3' 6'-S 7-5' 195 6'-3• 200. 6'-2' 4'-2' -6'-4' S'-3' 200 6'-2' 4'-2' L 205 6'-1- 4'-1" 6'-S' r-4' 205 e'-1- 4•-1' FLORIDA BUUNG CM(Non High VelDcity Hurricane Zone ®2015 FASTM4 METAL SUPPLY.INC. 1g111111tllllf///// B -- ���.N+1Qp:Ti(l/T''•, 7"11A MVTM Q I IL E &S.S.A■ Accordion Shutter System �---•:—� RV.anDE#I w/OR w/o H.v.etwoW raADE American Shutter Systems rv. 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TILLIT TESTING & ENGINEERING COMPANY A."oCiation, Inc. s c 13/15 _ * z 3355 y.r.s4w.u.se,.xis.rnrxrA clRatla.aN>au+331 OLD 11-192 4/13(15 / Ph..:(s$MW1-1530.Fc :(305)871-15314265 Westroads Drive ' < wm NG NO West Palm Beach, FL 33407 3 DOAT[15-085 WALTER A TI UT x.P.E. 4 �fys�-$ljt�IlG Fl E/DATE aza4 u--!34167 6 SHUT OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MO RU=4 G e H ON 91¢75 6 k-7) 1,ANVHOPS 70 SUBSTRATE SHALL M AS FOLLOWS: Pouf am Po73&D VONQR Z (A� To Dasnma POURED CONCRETE(MLI.Cc-3 Army MA NTNC H�R.ODR MOUNTING -1/4Y TAPGON G8 TAPCM("Amm=DwA)Fm TEcHNcT=mcsoM AS WNUFAMRED BY Ltx.Bt=m(Ita1,rc.3 ku) (g)WALL S}LL MOUNTING ©CQLING MDU MN SPNI ANCHORS SPACING -1/4'9 x 3f4'ALL POSTS SOIHI-sET AA'CHOFS.As DISTRIBUTED Elf ALL L POINTS SCREW,BOLT$5?EaOLTY N;jNdPANY.(E[».rc=S> (10 DISM NMWF FfESM FXIIG /F539.FS tl11fA WO IaWiM FPLS9FE PA2G TAPLbN -1/4'9 BLUE TAP CONCRETE ANCHORS W/CAP AS WNUEACTRED BY FIDROM FASrUONS CIREC,AC.(Nin re a 2 ka1J 30 40 60 75 00 1120:100 205 30 40 75 90 120 160 204 30 40 60 75 90 120 160 -1/4-9 TAPPER+ANCHORS AS YANAACTIRED BY PMVS EASlENBS.Pa.AND DMR URD BY ALL POINTS SCREW.BOU R SPEGAl.7Y 11 12 0 D 6 B 6 U /Z 10 9 0 6 6 14 1Z 19 0 8 0 6 6 TAPCON WITH COMPANY OR ANY OTHER APPROVED 13C�OR AUINDR®VENDOR P4CSF&1ED WN THE ANER M SKIM SYSTEMS ASSOCIATION,INC. MRFAOSORN TECHNtX00Y /rut.re.3 k41 3'-0• 1• 72 10 D 9 8 B 6 14 12 10 9 8 e 6 6 14 12 10 9 6 'B 6 (Lr- DR POINTS 14 12 10 9 a 13 6 a 1! 12 10 9 a B B 0 14 12 10 9 a a a s �' SOLID-SET BLUE TAP W/CAP NOUS: t! T2 10 0 6 8 6 7 1! f2 10 0 8 D 6 0 74 12 10 D e e 8 6 A7)LM MUM 06 MMENT PITO POURED CONQI�7E OF TM'CON OR TAPCG'L WTTN ABIANCED TFHf✓Ff'ORM TMK4oL=ANCHORS AND TAPPER, to 12 10 9 • ] 6S 35 14 12 10 9 0 e 6 6 14 12 10 9 a a 5 5 TAPPER+ AN01pR5 IS 1 3/4-.AND FOR BLUE TAP M/CAP ANCHORS 15 1 1/2'. 4'-0- 1! 12 10 9 8 8 6 D 14 12 10 9 8 a 6 6 14 12 10 9 B a e 53 14 12 10 9 a 0 a 4 14 12 10 9 8 8 6 45 14 12 10 9 a 0 4 35 AS)MIAMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS sOLD-sET ANCHORS SHALL OE 7/9'00o ME FINNED CONcRm No EMBEDMQR 14 12 10 9 6 e a 1.5 14 12 10 9 6 0 0 53 14 72 10 9 8 e 0 45 IMO s1UCCO SHALL BE PERNIF"ED.1/4'9-20 5S MACHINE SCREW USED SINAL BE 1 112-.LONG MINUUM SHOULD STUCCO DOST,AND 14 12 10 8 73 53 15 - 14 12 f0 D e a 6 5 N 12 10 9 0 7 SS s • x v OSE PDA 1-MINIMUM FOR WALLS WITH NO STUOGO. t1 12 10 9 8 6 B 6 14 12 TO 9 0 4 6.5514 12 10 9 a a 5 43 tt a t0 o n 7 4 - 14 12 10 9 e e3 6 35 14 12 10 8 e5 5 JS 3 A3)W CAS 77(47 PRECAST STORE.PRECAST CONCRETE PANDAS,PAYERS OR ANY VENEER BE FDUTA ON THE DDSDR O WALL OR BOOR. 14 112 110 1 9 1 a 7.5 43 - 14 12 1 TO 9 0 8 6 :C-5 14 12 10 1 9 6 I a 4.5 3.75 ANCHORS¢LVL BE LOM:ENOUGH TO REACH THE MAW sTRIUCTURE m"sAm MALL RISiRS.ANCHORAGE SHALL BE AS INDNCATED ON 14 12 93 73 aS 4S - - 14 12 10 9 5 75 53 4 14 12 10 9 a e a5 $5 LADIES A7)h A2).A90JE.FO1i INSTAIUTtOf6 ON-VIN L=04 OR RFS 1rNN OR WITHOUT METAL STUDS CONSULT TNS ENGINEER.FOR 6'-0- 14 12 TO 0 a 6 a - 14 12 10 9 8 a 6 14 12 10 D a 63-3 3.s INSTALLA INID DFS WIH METAL STUDS SEE SNRT 20. 14 If'�C 8 73 53 3 14 i2 f0 Ks 7-85 � 3 14 12 6 65 SS 4 J 14 a t0 • 6 a - Ia /x 10 D 6 e5 s 75 a 12 to 85 a 5 a (0) TO E)�INO CONCRETE DLOCM:(ASTM 0-90) 14 T2 6 65 55 3 - 14 12 t0 9 a OS 43 3.5 14 12 10 0 7 5 &5 3 -1/4Y TAPCON OR TAPCON WITH ADVANCED THREADFORN T£CTO OLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUI DIDL 7.-0. 14 12 10 D 8 0 - - 14 12 f0 D 5 7 S 4 14 12 10 D TS 7.9 a 3 -7J49 x.314'ALL POINTS SOUD-SET AHCHOW,AS DISIFa9UfED TTY ALL PO•RS SCREW.BOLT O SFECV.TY COSPANY. 14 12 t0 5 03 4 - 14 12 9 7s 6 4.6 33 - Is ds 7 as 4s JS' - -1/4'9 BLUE TAP CONCIM ANCHORS W/CAP AS WWUEACR1Rm 8Y FIORtM FASTIDZIS URECT,INC. 14 12 10 Al 7 4 - - I4 12 79 9 75 55 4 - N 7Z 9 7 73- - -114'9 TAPPER+ANCHORS AS a1"ACiURI D BY POWERS FASTENERS,WO-AND DISTRISIM BY ALL POUTS SCREW,BOLT h SPECALTY /4 11 7 5.5 1.5 - - M 12 9 7S 35 4 - 14 12. 0 7 6 43 3 _ COMPANY OR ANY aTHFR APPROVED LICENSED OR AUIHORQCD VENDOR REDISIETID WITH TNi AMER)CA N SEAITtEN SYSI US ASSOCIATION,060 B.-0 U i2 t0 D a !A - - ti 12 _ 9 a 6 1 - T4 12 10 a 65 6 ZS - . 14 12 85 7 55 3- - 14 12 5 e.3 u 4 3 - 23 DS 6 S 4 3 ILI)MI NAUM EMBEDMENT WO CONCRETE FILM OF'TMCOL BIDE TAP Wf CAP ANCHORS AND TAPPER+ANCHORS S 1 114'AND TAPOON 74 12 1. 73 8 - - - 14 12 D.5 1 n Y6,51 S - - 14 12 5 6 65 4 - VMH ADVANCED TIMEADFTTIU TECHNOLOGY ANCHORS S 1'. 13 93 63 6 35 - - 14 l2 l0 0 65 6 -1- 14 12 6 83 5 4 9'-0- 14 12 10 9 8 - - - u ti 10 0 73 a5 - - 14 12 0.a 7 3.5 4 - - 0.2)aANafiUM ELIBEDWENT OF 1/4-9 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE DNIIRELY EYBlDDED INTO THE CONam B.ACX ND 7 u a'33 - - tl a 39 43 35 - - - EMBEDMENT CBO STUCCO OWL BE PERWRED.1/4'9-20 S.S.MACHINE SCREW USED MOLL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 12 8.5 7'S5 - - f1 03 7 SS 6 Cs - - E]OST,AND 1'MINIMUM FOR WALLS*n H NO SFUOCO. ' 11 S az 63 1 - 14 12 9 7 5 43 - - N 71 7 3.5 a3 33 TO•-0.1! 12 10 D 75 - - N 12 10 8'65 5 - - 14 12 6 5 3 4 - - B3)N CASE THAT PRECAST STONE PRECAST CONCRETE PANELS.PAYERS OR ANY VIEW BE FOUND GNI THE DOSRNG WALL IXC FLOOR 1-4104 7 S SS - - - 13 95 as 0 a 3 - - l0 73 3 4 3 - - - ANCHORS SHALL BE LONG 4AUGIf'f0 REACT THE TaUN STRUCTURE BF3rIN0 SAID FHL RN511E$,ANCHORAGE SNW1 BE AS INC2ATED ON 14 11 75 SS - - 14 1IS1 9 6 3 4 - - -5 95 a 6 4 4 - NOTES B.t)6 0.2)ABOW-FOR I)MALLATTDNS CH VUfL SONG OR DSS WITH OR 14'"Ur METAL STUDS CONNT TMS ENONML OS e S - 14 12 8 63 55 4 - 13 la 63 5 4 3 FOR 96-DLLATMH MIT)DFS WITH METAL SRIDS SEE SHEET to 14 12 10 - - - - - 14 12 9 7 5 45 - - 14 fay 7 35 43 5u- - 73 95 5 - 12 9 8 45 4 3 - 9 7 45 33 3 (C) AunlioRS STILL BE(STALLED FouDw G ALL OF THE'RECOuueNOATICNS ANO SYEd11OLT1DNS OF TIE ANC4ORS WNWACT NEIL f4 10 . - - - - - 14 103 7 SS 45 - - - 12 0.5 4 45 4 _ SEE SCHEDULE BELOW MR EDGE DISTANCE(CO.)VERSUS SPACING RaAT1DNSKP FON ANCHORS. 14 7 7 - - 1! i3 73 8 S - f2 0 0 43 4 12'-O- 14 12 10 - - - - - 14 12 a 0.5 "- - - 13 10 65 5 4 - - - EDGE INSTANCEm SPACING SCHEDULE FOR ANCHORS- ll H HORS-t1 0 3.5 4 SS _ _ _ e 5 • J - - - - MAZWUM ANCHOR SPACINGS ARE VALID FOR EDGE VSGNCE5 9CX.AIM BELOW.SUR E 0.LESS MW IT-P4O;.lTFD.Hum=ANppH 9 Ac*c; 33 95 a - - - - - 13 93 63 5 4 - - - 03 8 5 4 - - - - B7 MULTIPLY216 SPAOONG'SHOWN ON SCHEDTU BY THE FOLLOWn FACTOf15. - 14 'M 7 5.514.51- - 11 63 3.5 43 SS - 1NIDVCW SPAC.Y OBfPMdH USM FACTOR 4441 NOT BE lCSS LION 4IfMUN 5PAC9NS HDMTED FOR EACH ANCHOR TIAL 13•-D- T4 12 - - - - - - 14 f1S 73 6 s - - - Iz 9 6 43 4 - - FACTOR TAMER+ OS 8 - - - - - - 10 75 5 4 3 - - - 7S SS 4 S - - - ACTUAL 3115 - - - - - 12 9 6 43 4 - - - 03 7 s 4 _ _ _ _ EDGE TAPCON TAPICON THREADFORM T Hy po(Ni SOLID SRT BELIE TAP W/OM MM SPACM a 6 - M- - - - 13 95 --]3 5 . - - - - _BLADE OR DNCIANM 14'-O- 14 12 - _ _ -.7-_ 14 1473 7 S3 - - - 11 83 S3 43= - _ - ED. M.SPA=-31 MN.SPACING-7' TCN.S'PAc=-3 1/2' Lat sPAcm n Y 3 3/41 � 4' 10 73 - - _ _ - _- 9 7 45 >s - - - 7 5 a`s' 3 - - - - 1 V BLADE W/ N'gzEB a E &PDUIM CONCRETE CDC OTE BOOL CUOM CONCRETE a ENE BI.OLIR a mm RIi m mom ii-O 13 e - - - - - - 11 a SS as - - - - 9 63143 - - - - UK E M tH Ea-31/Y MN Ea-2 1a-r1T MN.Ea-J 1 MA M-3,ULLet Ea-3 1/Y IOL FX-2 I/! 12 D 6 - - - - - 93 7 4-4 - - - - - S' 1.0 0.90 1.0 0.70 1.D 0.a4 1.0 15-0 4 - - - - - - - u l0 63 - - - - - ase - - - - BLADE WORKING _. _._.... 9 - - - - - - - Bs es , - - - - - as s 3 - _ _ _ _ IN UNISON♦ 2 112' "1 1.0 - - O.B7 14 t0 - - OS a 5 - W n s - _ - - 2' 0.71 031 7 - - - - - - - 15 BS 59 - - _ 091 - _ - 0.43 e - 8 6 • - 6 a5 J 1 1/2- 0.55 035 MOIL - - - - - 93 ] s - - - - - 5 a • - _ - - RONA ITUILDRJG CODE(Non High Velock Hurricane ZOnH 11A N.TILS f`AAI, O 2015 E75TPRN METAL SUPPLY,INC. ENs'r''9�`: BERTHA HVTm _ �_ a.s.s.A. I L ECA c Accordion Shutter System TtTf aeaE gT w/OR w/o TLV.iMN)CMf MADE AmeHcan Shuttar Systems no. 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