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HomeMy WebLinkAboutProduct Approval 9/612016 Florida Building Code Online SCIS Home I Log In User Registration Hot Toplcs Submit Surcharge Stats&Facts I Publications FBC Staff 1 BCIS Site Map i Links Search top%d Florida M �Product Approval L` USER:Public User Product Approval Menu>Product or Application Search>(Application List p ica n Detail �r-}:_1biFa FL# FL389-R8 �� 1111 LL �1 t t Lr Application Type gvision, OCT 0 Code Version � �Ol Application Status Approved PER.?-?i-fiSt. Lucie County, FL Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, Fl.33407 bfeeley@easternmeta L com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email AI k Quality Assurance Representative FIL %0-0%51 0 Address/Phone/Email Category C!a s Subcategory on Compliance Method on port from a Florida Registered Architect or a Licensed Professional Engineer f Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tiilit,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 e Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.)df 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 https:/www.floridabUlding.org/pr/Pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 1/3 9/6/2016 ' Florida Building Code Online Product Approval Method Method 1 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- Blade Extruded aluminum interlocking blades retained by tracks 3-(Non-HVHZ)- Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf 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 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 the Created by Independent Third Party: Yes HV3 blade w/o window biade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-S1"for 62 psf, W-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 Ceet ting of+72,-72 and 84"for+64,-64 psf. See ther spansand ASD pressures. 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 is of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-085.gdf 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.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade,W-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 HV3 and HV1A 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 FL389 R8 II A.S.S.A. INC. DRWG.15-084.Ddf 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 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.pdf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12,25 and 28 respectively Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/g0 employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund 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 mall 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 emalls 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 dick here. Product Approval Accepts: eCheck M Credit Card Safe httpslAvww.floridabuildirig.orgtpr/pr app dtl.aspx?Wam=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 213 9/612016 ' Florida Building Code Online https:/Avww.floridabdidirig.org/pr/Pr_app o.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 3/3 GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUMM SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.EO.)WAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BURRING CODE.THIS ACCORI ION SHUTTER SYSTEM SLML NOT BE INSTALLED AT HIGH NEIOCIN HURRICANE ZONES. . DESIGN WPM LOADS SHALL BE DETERMINED AS PER SECTION 16M OF THE ABOVE MENTIONED CODE,FOR A BASIC W ND SPEED REQUIRED BY THE JURISDICTION WHERE SI,rIQt WILL. TABLE OF CONTENTS BE INSTALLED WITH A DIRE TONALITY FACTOR Kd-O.BS„USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXINUM(ASD.)DESIGN PFZESSIM RATINGS R4EA7ED ON SHEETS 11 THHU 15,19&20. IN ORDER TO VERIFY THE ABOVE CONDOION.IUWLATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA•T: HV BLMXS(1)AG BY WRTIPLYTNG THEN BY 0.6 N ORDERTO COUPARE THESE W/MAX.(LSD)DESIGN PRESSURE RATINGS INDICTED ON SHEETS 11 THRU 15. 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED..AS TESTED.WERE NOT OVER STRESSED.A 33 R 0K23EASE IN ALLOVABLE STRESS FOR MIND LOADS WAS M USED IN THEIR. SYSTEM COMPONENTS 1-20 SH 2 ANALYSIS HOWEVER,A WIND DURATION FACTOR CD-I.60 WAS USED FOR VERWICATION OF FASTENERS N WD00. SYSTEM COMPONENTS 21-37 SEEP 3 BERTHA H.Y.ACCORDION SHUTIER SYSTEM'S ADEQUACY FOR W0ID AND LARGE MISSILE IMPACT LOAD HAS SEEN vamm IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS. TYPIC&SIWTTER ASSEMBLY 39-44 SFEEr 4 _ TYPICAL WWDOW BLADE&WINDOW DETAIL -HV BITE O !0214.01-04 /1214.01-09./0317.02-06./0609.01-10 AND/0210.01-11 AS PER TAS-2D1•TAS-202 AND TAS-20.1 PROTOCOLS AND ASIU E=1666 .HV R"n ANO_W MONDOW SAS'hA1 AND E-1996 SIANDARDS(MISSILE LEVEL D,WIND ZONES 1,2&3)&01220.01 �IiHE9tE APPLICJ461E� -/0 AS PER TAS 201,2D3&203 PROTOCOLS LARGE►ISSUE - -HV WINDOW BLADE 0 x.01-08 AS PER ASTM E-1886 AND E-1996(MSSUE LEVE.0,WIND ZONES 1.2,3)BAS{C PROIBNM ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTIpT ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV MADE(D AND HV WINDOW MADE 9 ARE 0XIINEERM 70 WOW IN UNISON MIM EACH OTHER UNDER THE GENERAL LRLTAIDNS AND MXNDMONs OF USE INDICATED ON SHEET 19 iNSTALLATIOH DETAILS C-K CONCRETE/BLOCK SLEET 7 3.BERTHA HY,ADCOMON PINS(HV Ste,USED AT BLADES KNUCKLE MND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014XZ75•AND#14x1.75•RES'ECTN77X,410-MT TRO M SERIES CENTEFUATE DETAILS W SHEET B STAINLESS STEEL S CREWS MIM 135.0 Mui YIELD STRENGTH AND 160 WR TENSILE STRENGTH.PNS SAL BE CONTO WITH BERTHA HV GACROS7H1ED CWIINO SYSTEM AS MANUFACTURED BY APPROVED CE3Tf7tWTE AL7EfNARNG OETAIS HV BEET 9 COATING APPL=ORS.REGISTERED WITH AItOWAN SHUTTER SYSTEMS ASSOCIATION.PWS MUST BEAR THE HV MARKNG ON THOR HEAD. 4.ALL ALUMINUM EXTRUSIONS SILL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND M MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 304 kW AND 35.7 lid FOR �CONNECTION DETAILS 1�•CDNCRE E/6L CK BEET 10 6005-15 ALLOY.' WOmdUN SPAN TABLES SHEET 11 ANCHOR S3ff.Ol1lE-CONCRETE&BLOCK BEET 12 5v ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIA SIRES OR CORROSION RESt50117T COATED CAtt8OL7 STEEL AS PER DIN 50018 WITFI 50 kd MIN.YIELD STRENGTH AND fm kd Y01.TERSER S17tF3NGM ANCHOR SCHEDULE-.CONCRETE&L7lDC( BEET f3 AND SHALL COMPLY W/FLORIDA BIMDRKT CODE BECTON 2411.3.3.4. ANCHOR SCHHEDULE-CONCRETE&BLOCK BEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED,STEE3.,OR AW 3D4 OR 315 SERIES SURdFSs'TEE.YAM 35 kA Mtn"YIELD STRENGTH. ANCHOR SCHEDULE-WOW SLEET 15 7.SEE THE FOLLOWING BEETS FOR ANCHOR SPEpFIGNIONS:HV BLADE D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-I.WOOD SEES i6 EN MADE 0&0 WORKING IN UNISON: 12,13&15 OWALIATOM DETAILS S-X.WOOD SHEET 17 PP &THIS LSUWV.ACCORDIONSHUi7FR SYSTEM SEARS A U.S.PATENT#151-M,582.COMPONENTSCOMPONENTS OF THS APPROVALME COVHRED,N-WINOIE OR N PARE BY U.S.PATENT#545B.179 ISSIEO TO EASTERN END CONNECTION DETAILS 7-12 &X.WOOD SHEET to LETT.51iPP1-Y•INC. 9.IT SHALL BE THE RES O SI9RY OF THE CONIFACROR TD VEMY THE SOUNDRESS OF THE STRUCTURE WHERE SHITTIER IS 7D BE ATTACHED TO INSURE PROPER ANCHORAGE.COHTRHCTOR TO SEAL/CAULK AREA 3: W.WINDOW RUDE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRIT FASTFJIRNG IN O MINUOIS CONIIACT WMM THE BIALD TO PREVENT MND/RAN INTRUSION. TYPICAL SHUTTER ELEVATION BEET 1B 10.EACH UNIT MIST BEAR PERMANENT LABEL,N A VISIBLE PLACE WITH WARNNO NOTE DURING PERIODS OF HURRICANE WMWGS HONE COM TENANT OR OTtOM MUST PROPERLY Of ALL HN AND HD CENTE3MATES AND ENGAGE OR LOCM ALL HN AHD HD LDCcs. AREA 4: W WINDOW BLADE in ONLY 11.SOURER MANUFACTURER'S LABEL SHRILL BE LOCATED ON A READILY VISIBLE LOWIGN AT ACCORDION SHUTTER N ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA SWLDNG CODE 097E LABEL SHALL.BE VWMLATION OE+ARS,METAL STUD WAILS BEET 2D PLACED FOR'LVERY OPENING.LABENC TO COMPLY MSM SECTION 1710.82 OF THE FLORIDA M9LDIIG CODE. 12 BERTHA HEV.ANION SHUTTER SYSTEMS INSTALLATION STILL COMPLY WHTi SPECS NDKJUED N THIS DRAWING PLUS ANY BUILDING AND ZONING RESARA71ONS PROVIDED BY THE JURISDICTION WHOM P93W 15 APPLIED TO. 'I&(a)THIS P.E.D.PREPARED BY THIS ET1601IDt IS GENERIC AND DOS MDT PROVIDE NFOAWION FOR A SITE SPECIFIC PRW=.to.ADHERE THE SITE CONDITONS DEVIATE FROM THE P.ED. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,KWZlASE AND INSTALLATION NCLIDNO LIFE SUM OF THIS PR60UC2•BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT OeME FROM THIS DRAWING SHALL ONLY BE USED TO THE cONIDC6 DETALFD ON HITS DOCIIII w.COMISmacrioN SAHiTY AT SITE 6 THE cONTRAmaFeS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS'P.E.D.WALL LE CONSIDIERED WOW IF ALTERED BY ANY MEANS. (d)ATE_SPECFTC PROJECTS SHALL BE PREED A FLORIDA REGISTERED OR ARCHITECT WHICH WILL BECOME THE OF tECORD(COAL)MR THE PRO=AND WHD MILL BE RESPONSIBLE MR THE PROPER ISE OF THE P.E.D.ENO►Fflt OF MOM,ACTING AS A DELEGATED ENGINEER TO 714E P.ED.ENGINEER SHALL SUFMR 7D THIS LATTER THE SITE SPECIFIC DRAWINGS MR REVIEW. (a)ORIGINAL.P.ED,SHALL BEAR THE DATE AND=K#L SEAL AID SIWJVURE OF THE PROFESSIONAL 1?JGMEER OF RECORD THAT PREPARED TT. M ROM BUADiNG CODE on High Velocity Hurricane Zone a� ER A.���qiG 0 2015 EASTERN METAL SUPPLY.W. %3CEl •err y. BERMA TM fTiLTEC0111117N X&S■A■ Accordion 10 KV.WNW RADE -a. '/i.� American SbMtt•r system• Itv aaoE�w/a w/o H,v. anoE nLUT TESTING &EENGiNEENNG COMPANY 1O" DATE mm or ML p' *S Assodiotion, Inc. I OLD 11-192 4/1315 LINE 4/13/15 O: OF•,.. asss N,L x+A sl sa am yReFox uOODra YLa53 ss, • • Rhone:(341�Y1-1330.Far:(3tS)L'71-,33, t Pal We ewh.6 L 33 z DRAWING No '�i4��'j• •���r� ES-00w 'O'n,e West Palm Beach. FL 33407 s 15--;085 77j ONAL ENS'AAAAWAIM Aa &. AU5 SHEEP P.E /,r�R nS�� fURE/DATE •. OF 2A .. ri 11W mom'MADE® VARIES 9 4 .200•• • •.7S'�' 9 frA • 4• • 4.571 4.83 4.999' • O1 ;. 0�V 90180• STARTER 3O HV UNIVERSAL FLOATER QUALIFIED YR USE w/ CO ER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE iQ O HV BLADE�1 1V VANDOW BLAD 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE®ON SHEET 196083-T6 ALLBLADEOYANN�D W TEMPER a7 6063-T6 ALLOY AND TEMPER .228• 1.500' 26 • �' � ees' e7•Aoo' H 670' 2228' 812 _ 0 4-.897' n • $ 16' -0. 0.07• O7 HV ADJ. ADAPTER W/UP c `"e• '620 1,375• R�3-226' - QUALIFIED FOR USE W/ HV @)HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACKBLADE(DQUALIFIED FOR USE W/ HV HV TRENCH TRACK 56• . 6063-T6 ALLOY AND TEMPER BLADE(11 QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6 ALLOY AIRD TEMPER BLADEQONLY. 1� HV RAINGUARD BLADE 1Q 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U E W/ HV 6063-T6 ALLOY AND TEMPER VARIES 1.9 BLADE 1' 1.915' VARIES 1.938 6063-T6 ALLAY AND TEMPER Y. t917• LYL -083• B $ .E933' $ •0 w .093, .too .fu' co v .093' pw. A A80'• GE 670 •.1670 p 3.5 67011 NV CEILING HEADER .SHEADE SIOUXLIFIED FOR USE W/ HV BLADE(1�ONLY, � � FOR USE OY N BLADE�1 ONLY��'' 6o63-T6 E AND TEMPEED FOR USE W/ HV BLADE 1WAU HEADER/SISEE SECTIONS FOR VALID SECTIONS FOR VAUDRY. QUALIFIED FOR USE W/ HV6063-T6 ALLOY AND TEMPER 3-TG ALLOY AND TEMPER BLADE(D ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 8 T1 12 ff2' X MN.t 1' 1' A62 Q 2 8'MAX. 1/8• i/8' . 1® 2' 5'MAX. 0.192• 0.192' i b ASIDE ANGLES 2�0 CORNER POSTS AUFIED FOR USE W/ W ALUMINUM ANGLES la 25' 7'W X 0.190• 0.190' UALIFIED FOR U5E W/ W BLADE Qi QUAUFlED FOB,USE W/ HV I I BLADECD 6063-76 ALLOY AND TEMPER BLADE ONLY. ® 2' 8'MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T8 ALLOY AND TEMP FLORIDA BUILDING CODE(Non High Velocit Hurricane Zone ®2015 EASTERN MEUL SUPPLY,INC. A■�■�■�■ RT TM /T1 LTE CO ,N�. Accordion Shutter System •.*_ KV.EM#1 W/OR W/0 KV.WINDON BLADE TILLIT TESTING & ENGINEERING COMPANY erfean Shutter Systems 0u�r,oN CAM09aotE BY. N.L. STATE DF aur N.M.SCM.61,Q.3M VIMM GAFOM Et NW4 331& Assoelatlon, Inc. 1 OLD 11-192 4/13/15 OA1e 4 13 15 O' FLORID -- X10 e`13061871-1530.F"t(305)671-1531 4268 Westroods Drive 2 DRAWING No I:0-09.w—i West Palm Beach, FL 33407 36-0006719 5_085 �"'Ai SSI•NAL IF\��� WAUER Aa1 T1r Jr.PZ P.E S��ldlpiflF0iV 0E/DATE FLORIDA uc./14187 7 SHEET 6 2 O 20 A4 4 9 f%6T 2, .745' FPM 71A� F10179H0 a1111a. 1/171RFADm GIST b e1zMs eNSE6 PAIN7FD 7W07 c IOiO& 662- $ n `4 0 IJ Sf avm Cnom SSS CYUOEA !WS(Gftme (a0101E PIAIID) AC) ^ RA1FD) QU E©RUSE W/HV BLADE 1 & i1 ONLY ® ® HV EGRESS LOCK O (9 QUALIFIED FOR USE W/ HV QUALIFIED R USE W/ W 6063-T6 ALLOY AND TEMPER QU ED FOR USE W1 6 ALLOY AND ADE & to ONLY BLADE 01 & ®ONLY. BLADE 1 & ®ONLY. QUALIFIED FOR USE W/ HV BLADE(I)ONLY S0�°D. Ili• 674• 6063-76 ALLOY AND TEMPER PtAS71G HEAD Ig' n 1.756' 9 4, 5• 2 S(XffB' 2,79' 1.753' .360'AFTER RIVETING N IT—n TL 1/471-20 X,3/47 S.S. THUM@SCREW 1 XO-20 RIVNUT* °1 m # 944a MLI@RIM(2024-13 AM"LARGE nMGE TI01 %W NVT-- d PARS/0620.As W167FACiuDD lir AVDEL PUN 4 FRONT ELEVATION HV MALE 'T" LOCK CENTERMATE 4.566' w a T'a1 V PAIL9PPLIFY NDV Y 61054 at EQUAL w w HV 'T LOCK ® HV ALTERNATNE LOCK ® LOCKER FOR -1" LOCK CENTE NA QUALIFIED FDR USE W/ HV BLADE 1QONLY HV FEMALE T LOCK CENTERMATE 011ALIFlID FOR USE W/HV BLADE 1OONLY 6063-T6 ALLOY AND TEMPER QUALIFIED LA FOR USE QUALIFIED FO USE . HV QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/HV BLADE ONLY. BLADE t1 ONLY. 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPERR'' 1.917 7 1Y g � 5.161 'o Rer 0 cnJNDER OR .214'• •062' KEY CYLVA" .515' o 6.675'IGn. o m c i .725'Mnx. HD CDURMA LOCKING ROD 4 0°p o ©QUALIFIED FOR USE W/ HV BLADE 1 & A HO CEWERMATF NO k=IUG ROD ®QUALIFIED FOR USE W/HV BLADE T & 1A NO CEN71ER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER MATE'S INSKRT VARIES, Ir UK QUALIFIED FOR USE W1 HV BLADE(q&& R 6063-T6 ALLOYD TEMPER (SEE ER OffAU) D° COYLWOM t1S CYU170ER 7.76 Mot. A 1/4'I ® HD LOCK Q FlED FOR USE W/HV MADEQ • � 1I4" TA-20 ,ISI 304 BY RECENT HARDWARE MORTISE LOCKS SERFS 2333 HOOK SOLT LOCK c�� 6063-T ALLAY AND TEMPER HV 3/8 0-16 ACETAL Q q'Jw N WILL REQUIRE A 7/16' HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 1Q& QDARIULI AT TRACKS FOR PROPER EMBEDMENT gUALiFlED ( I FF BLADE01 QUALIFIED FOR USE W/ HV BLADE 1Q FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 6 2015 EASIM METAL SUPPLY,INC. i =Q�=��ENSF•.9 .,, Acc di�on�Shutter System a 1L ECO 1NC. A.S.SwA■ }LV aXX#1 W/CR W/O KV WIMOW BLADE * /� •ct American Shutter Systema1 DATE Dalin,On ML W TIT TESTING & ENGINEERING COMPANY S L4 4 13/15 Rus 1011,assn,sl,s..305,lelcwn cAaoac,FIARM sat Association, Inc, i OLD 11-192 DRC 4/13/15 Pno,e:(306)37I-1536.Fos:(305Wt-1531 4268 Westrood6 Drive 2 DRAWING No •.....•��>� �� a mtatccooaat. West Palm Beach, FL 33407 3 0(NAq' WALMN A.7RUr V PE 4 1 5-085 P.E SEAL%SIGNATURE/DATE EL6RM t7a 0447°7 o SH 3 20 SHUTTER ASSEMBLY SCHEDULE FOR _ HV HV 41 3/8 12 ro WN. TI VICEP .szs' O4 Js7s- - T 1 HV BLADE 1 3 ; a .Os23 .o62s- Hv WINDOW BLADE o.ozs' ® HV BLADE 1A � 'fi=x .1873' Y HV LONG RECESSED NYLON BUSHING 3 a KNUCME o9s ® HV SHORT RECESSED NYLON BUSHING qqa�� HV NYLON HAT WASHER (DOR ® �N R7`�/ s 4@ HV WHEEL CARRIAGE A1S1 302-303 SERIES j j N 4 4• 4 n x ///.2 50 x 0.870'x3/16'THICK NYLON WHEEL 3 I j r+H,+ N 2 7/11'MU W wiNDOW CLEAR 0.188'0 AISI 302 SERIES S.S. RIVETS n� 1315.0 SEPARATION 10625 - BLADE ® HV 1 3/4•ACCORDION PIN W/ /8 HEAD * EXTERIOR o OPniE11A M t 3 3/�t x ® HV 2 3/4'ACCORDION PIN W//8 HEA „� 7 �+ Q POLYCARBONATE IMPACT RESISTANT HV WINDOW j J TYPICAL, HV WINDOW BLADE /UID j I i POLYCARBONATE HV WINDOW DETAIL 3 (DOR® ( 4 or g® N.T.S. 1t�W�EMENFTs) j I �OR ® + I �c POLYCARBONATE IMPACT RESISTANT HV WINDOW j BAYER MAKROLON 3103 POLYCARBONATE RESINS, LN-STABIUZED GRADE OR SABIC * EM x I 1TO BLADE BC INNOVATNE PLASTIC LEXAN 103 RESIN 1 f ! Q OR ® I s (SEE NOTE °F• ON SHEET 19). g 1 JO (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR ® N,,,Le BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O OR ,j DE)QERIDR POLYCARBONATE SOURCES FOR HV BLADE. WICAL SHUTTER ASSEMBLY nloraDlel 'P11r'HL "la" 1rNru suwao ra r�...a. (2) HV PIN ® MAY BE USED IN LIEU OF®AND ONLY AT HV PIN®OR R eEi9Fxz R�o a EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q ao32s• (SEE SLADENTE QVM Asn VM Dau r/ti' 11911 V BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04. REOU1ttEMENTS) 2Ea0tlrd11 799511E 51OD S1RBIM AMV oast RAW p.lJ. 0.500 pAL EJa TYP. FUMAIL S1RDOM AT 7AM SIM 125119 N13AM pat (3) HV PIN ®OR ®W/ 1/2" O.D. 1/16" THICK S.S. WASHER O I FJDOaUL 110MUs Asn also 3711111111 r.2. w ..J. ,=p SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, e� I Ireco, ® No1aEn ago Asn 92% 18 FT-" n FT-DA SHEET Y1f}tEEL CARRIAGE DETAIL 5110%Cot= ASM 9211~+ +7.2: as x INR S.SEMBLY LAYOUT RATE w RIFIM ASM Dass o-1 nAv o-1 aAss SFJ/12911014 AM DION 1010 T wo T 1 nown ASn 0136 Mau=mom A71Qi Mw 6M Z=p.l wo pal n STEM BLADE SOLID ac QJ HV WINDOW BLADE DETAILS IEPME STBUM MU70 ASM W8 `f6t j" I ww pal N.T.S. FLORIDA BUIIDiNG CODE on High Velocity Hurricane Zone A., r//I////' ®2013 EASTERN METAL SUPPLY.INC. BERTH � .Ucti,``/ IL E O ;MC. Accordion Shutter System A. ■� KV RAE#1 W/at W/0 H.V.WINDOW SAM American Shutter Systems or5wanox "T& DROW of ALL TIWT TES 1NO ✓k ENGINEERING COMPANY o; gTE DF r*s BJ3S�2�114..,os.w .,r rs'w +„1 Association, Inc. , a D 11-1 az Lj 1s DATE 4/13/15 •y�- h, :(395)1171-13J0.Fax:(303)071-1557 4268 Westroads Drive 2 PDRAWING No '01 OHIDt+ a rn.3:v0.c000wcwR West Palm Beach, FL 33407 6 5-085 NAL ENG, WALTER`��r FLOFJai uLjl xitei s SHEET P.E. S�1S1(SF9%RE/DATE s 4 20 mx- *NOTES ON HV LOCKS AND CENTERMATES: A • e o ®® Y M s r uIti a 1.MAWATDRY COHVDniON/1e ONE KN LOCK®"a SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN ®•®� OR 12'ABOVE OR BFF}�OW �2 OF SHUTTER SPAN FOR SPANS UP TO 105:AND FOR INSTM.IATIONSAT ANY ELEVATION. HU LOCK I�or MAY BE USED AS AN INSIDE OR owsm LOCK,ATTACHED TO 0 OR COITERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, _ HV �v LACISS OR MAY IBE USED AS AN INSIDE OR OUTSIDFOR BETTER E LOCK.CONNECTICE OR FOR ON OF LACKS PURPOSES, UCENTERMATES OR SUIT.BE'S: S INDICATED ON NOTE(1)ABOVE LOG ON OF LOCKS SWLLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. II . �2 6 LASED W/1MfD HK L0CKS1: LOCKING RODS ARE NOT REgUIRED OMY WHEN MAND&TDRY COMMON#I AT URRICIHIE POSITION, BUT MAY r�b tx BE USED IF DESIRED TO ENHANCE SHUTTER PLRFO MANCE LOCKING RODS IJ OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.y ION jOQtl,l1:ONE FN LOCK® ® BE USED AT CORNER OUTSIDE OR FOR ANY SPAN o AND ObTALlAT10Ns AT MR1�ElEVAT�H.HV LOCK�or�SSWLLL�USED AS AN OUiSmE OR INSIDE LACK, ATTACHED TO CORNER CQITERMATE W/(2) 1/4 0-20 x 1/2" LONG FIAT HEAD SS.YS.TWO LOCKING RODS AT TOP h B M SHALL BE USED. LOCATION OF LOOS SHALL BE AS INDICATED ON TYPICAL SHARER ELEVATION. MAODMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 vil ar� aL S. �l 59E ONE ALTERNATE HN LOCK WAY BE USED IN LIEU OF HV LOCK a FOR ANY SPAN AND 1 RST LOONS AT ANY ELEVATION.AL LACK®MAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHMENT OF 1/4'•-20x3/4'SS.THUMBSCREW TO @ OR 0 CENIEIiMA1TS SHALL BE MADE W/ 1/4'0-20x3/4'ALUM. RM"AS SHOWN ON SECTION FHVE, SHEET S. ONE LOCK STIFLE BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 / X95 e LOCKS AT 1/3 OF SHUTTER SPAN. ® 6,MMMMORY CON9fLLON la IDR nYSTDNE MOONrMG INMAL4 AMIO ONE HV LACK Q or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UIP TO ITB",AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCKS®or or®MAY BE USED AS AN RODE OR OUTSIDE LOCK,ATTACHED TD®or®SYEIMETBICAL CENTOWTES W (2) 1/4'-20 x 1/2'LONG RAT HEAD S.S. SEE SON M. ®LCATION TOP AND LOCK KI HAIL AS COMPLETELY MANDATORY TYPICAL sHURER ELEVATION. USE OF LOCKING RODS®W/ CoNkEDETAILS ON SHEETS 10 K is TYP.HOS FULL fl OF CORNER *NOTES ON HV "T" LOCKS AND CENTERMATES: 1.SECOND ALTERNATE TO M8WAM CONDMON it VALID ONLY FOR Hy-r LQ% km CENTEWATES Q AND 1-00 vim CEHTERMATE &T ONE ALTERNATE HV'i'LOCK MAY BE INSAr Llm IN LIEU OF HV LOCKS OR FOR ANY SPAN AND �a®al©•O®®�10•®� OF LOCK AT ANY ELEVATION,AL TE LACKS Q(J Y BE lSID AS AN INSIDE OR DE LOCK ATTACHELENT 10 ® ®a® ® OF LDCS INCLUDES USING RE REINFORCING LOCKER ,AS SHOWN ON SECRON ENG,SHEET 9.WHICH MUST BE • m . 1 . as CONNECTED 10 CENIE_RMATES AND W/1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'O x 3/32" WINGNUT©•0.���,a©�O•®w MA OR W AIN/%2 D tTF1.OWI•MOD PAH. USE OF 7W/0�1AC10/NO DS TOP AND BOTOOM IS MANDATORY.MIDSP OR 12' ®.®�ID•®a+�.��x�.® =NOTES C SATES: ,.�,� •ONE ALTERNATE HO I=0 MAYBE USED IN UElI OF TYPICAL n HV SLADE SHUTTER ELEVATION W LOOKS OR 0 FOUR ANY srAN AND INSTALLATOG AT ANY ELEVATION.ALTERNATE ND LACK 0 MAY BE USED N.T.S. DES AS AN IR DwH SECTIONS HDB INSIDE OR a-M.Ml LOCK,ATTM44ENT OF HD -AND W/SHHEET o.LOCK WAY BE INSTALLED ATT MIDSPAN OR 12'MAIOMUM BELOW OR ABOVE 10DSPAK USE OF LOCKING RODS®S COUPLETELY OPnONAL_ on High Velocity HurticaneZone) 2B EA�LLRH AL H Y,Dec. �cE _;'9'- IL EC O �.�. A■S.S■A. Accordion Shutter System H.V.BADE/1 W/OR W/O H.V.)h WN RADE American Shutter Sydanns wX DATE mr�w,eY aL a STATE OF 6"X WTILLITTESTING & ENGINEERING COMPANY.?6n..sM,St.Xw. RMU ;MM FLM M 1st A330CtattOa, Inc. f OLD 11-192 4/13/15 ONE 4 13 15 ' mono:(w5)07f-1sw.Fax:(s0s)6r1-1631 4268 We9t.& Dive Z DRAWING No ��,�''•. R s —.1:EOhco•oeloon West Point Beoch, FL 33407 3 �ONAI`�G�``' LB-o0os�fo 15-08rJ' {, WNTM A 11LLr Jr,RE i���F 00% FLOROL Lt./44167 • SHFkr P.E. SEAC�31IlMftRE/DATE 8 5 OF 20 CRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOC( 1/4.1x-20x3/4•S.S. POURED CONC SHEET 13) REQUIRED CONCRETE ANCHORS MACFONE SCREWS CONdM.7E REOUIfiED REDUItDm CONCRETE ANCHORS Q 18 fDR (SEE SCHEDULE ON W/1/4'-20 (SEE RET EANC ON SHEET 13) (SM Y OON SLEET'n SHEET 13) +NMC. 1' 1 ® Itilt. 1 4'h2C613/4"S.S.USING 1% 204"204"•- NUTS0 12'O.C.E.D.r .290'Max. -' _ 13 OR OIIOPTNN4e1ONALNL TO GAS wYIN.SEPARATION TO(LASEwSRNG�—(SEE SCEDULE oN SHUT IX15fU1G I B,tl9®6 f1A 1 1 I I GLASS--f—(SEE M01.SCHEDULE SEPARATION S EET l n•�� �R� r'(SFE SCHFDIR.E°N SHEET 11) 1 1 QA BY WALL HEAQER INSTALLATION ©HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEYSTONE flOS ' MIN.SEPARATION TO GLASS +1 1 SERVIM 1 I � � I`—(SEE SCHRMILE ON SHEET 11) 1 ~ mEMNG 1 OR ®� I MIN.SEPARATION TO CRASS SHEET 11)— ON MIT 29 1)ONam29 9 OPTWNu l i a,vs®• � � E7BSTING , iii ill , OPTIONAL i i i 1/4.A1mt. E O.i D. ,i ------ t2...,@ - "/4,1-2 /p/4,1 20x3 4'HEAD Ifu1. SCREWS USING1/4'®-20xJI4'SS PMLUPS CONCRETE ANCHORS TTA155 HEM NACIUNE SCREWS ANCHORS 1 ) T 1/4'-20 NUTS O t2'O.C. (SEE SCHEDULE ON W/1/41-20 NUTS o i2•O.C. (SEE SC7tEDLR.E D!1 SHEET 13) Min. POURED BLOCK /� CONCRETE TE OR CONCRETE OR CONCRETE BLOCK CRETE ANCHORS REQUIRED WA111E°"REDQ HV WALL SILL INSTALLATION P,,,, (�1 ( �V WALT. SILL INSTALIATION OR CONCRETE BLOCK WALL REQUIRED HV WALLSILL.INSTALLATION NOTE OR WM MWO OF SECTIONS INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER /I-D.-EDGE DISTANCE =FE° "" OF �" Cid HV BLADE 4—MOUNTING.^£CNONS CAN BE COMBINED (�E SPEC61GTi0tiS ON SHEET 12S) GIME 1/ ON 9fEEi 19 IN ANY.WAY TO SUIT ANY 01STALL9100. 111111111, RMDA BUILDING CODE Non Nigh Velocity Hurricane Zone `*,`��•``(••...,..��/r���i/' 0 2°15 EarERN METAL SUPPLY,WC. 'VCEBERTHA MVTM �= 1L EC O ..e. A■S.S.A■ Accordion Shutter System *z H.V.SAE#1 W/OR W/o H.V.Y/1 VW RADE Amerteari Shutter Systema MSMpnoll DATE 16WR1 DY: Ml. Of t== T(�TESTING do ENGINEERING COMPANY OCta{j00• C. 1 OLD 11-192 4 IJ/15 DATE 413 15 9 II ° " �' vRwA 'YlavmA�1 4268 Westroods Drive z Phone:(JD9)sit-1530.F�:(305)891-i'JJ1 D(2AWMG No •......••'G\`��.� ED-0006719�^ West Polm Beach, Fl 33407 a 15-085 aONAL� ,,v` WALE l+k18i P.E. SEAL�SIIATURE/DATE s SHS OF 20 POURED CONCRETE ANCHORS i i TCL 39NdOmN 1 CONCRETE (SEE SCHEDULE ON SHEET 13) i W OA9a LORE ti 1 OR E705TINC I ' , 1 i. SON REOUIREID EWC OF •-{1�£0 0j. I �SKM i7) SLAB IF , I1i 9+FFT le i m CAS 1 g D. APPLICABLE EXLSTBNG 17 MAM(D&® :7. 7`faL swmuE 'd 61AS8-�1 ALTERNATE-\ EXISTING i 7 ANCHOR 77 ! 11 LOCATION 11 I` �tOx3/4'HEX WASHER HEAD 11 0i 1 ORI i J HO1. TF]Q SCREWS O 1r O.C. i EDCE OF IF xci i J/ w+. CONCRETE ANCHORSSAP I 11 I © ] (SEE SCHEDULE ON SHEET 13) 1 1 1' EDGE OF EXISTING 1 1 ,, 1 ',1 SLAB IF EDGE CUSS -� SLAB.ff 1/2 1 EDGE OF APPLICABLEj SLAB IF . i m=11=7 wwmm APPUCiiB1E A. O. A'PIJGGAE (+CURED D. �POURED�� FIAT HEAD CONCRETE ANCHORS ' 171 MITLODD790*0 1 OR �OWNGEIE REQUIRED pEOURm (SEE SCHEDULE ON SHEET 14) FIAT HEAD CONCRETE ANCHORS m:® REQUIRED D. o. (SEE SCHEDULE ON S)NEEr Taj 11 to. INSTALLATION D ONLY FOR UP TO+70•–75 PSF A.S.D. ® O HV WALK LL —OVER INSTAATION DESIGN PRESSURE RATING FOR SPANS PER © WV C ILMr. INSTALLATION HV FLOOR INSTALLATION t SCHEDULE/3, SHEET 11 E1�7.AN 161.�� 1 eri COME ANCHORS �_ moxa 7 (SHEET 18 SEE SCIIEDULE ON 1/{� `'"�� 1O I O I DTX svAnulc— j a7 elm 11) , EXE j 1 1 EASTINC laaffo DY OR I= EJGSnNG —1 YI.7STAMIb1 W CAO - ^ �'I FASR7t7S LWPFF4 AIaQS GLASS 1 1 CLASS E9®UIE p SIeFT i1) 1 �7J 1 Yx g'AWN m 1 J/{'1Ci.EIHDIE1if®6• NIX. i 0 'i i i i �(>fz TAEDfAE d 11) ' {�-'CC,TIAL SM5 LOW TIM 1/4• 1 S:nANTAt Iy7Y1 ri M. !7 ;; NAIL (11P.)m i NOTE tt GN 9kfT 11 3 1/2' 'ps #IOx3/4-HEX s � MAX. 8 3 @ i Ar17 lash�AIAIr�� 1 i a• O 12'O.C. 8 '� ii :.' #14x3/4' M FTEAD ; �- 1 8' le -: •. ,/.rams/4-S us TEK SCREWS O e O.C. ' .I i OR 1/4'"-20 SS.AIS. CONCRETE ANCHWRS n _ _ 6 O 3/ O 9'O.a _ _ Flak.W/NUT O 9'OC (SEE SCHEDULE ONSEEET 14) CR 18 1/2' 1' 17 1 RILL TRIM(OFLMTIVE '• SLL) EDGE OF FA.SD.S. t.NLA: {SLAB iF ! '•CONCRETE ANCHORS SEE NOTE 13(b)CONCRETE (SEE SCHEDULE ON ON SHEET 1�C IE Ott EEf 13(b) °•..c• •:.;••' OR CONCRETE BLOCK SHEET 14) . REQUIRED REQNI CONCRETE BLOCK KEYSTONE 610UNTINO INSTALLATION , FLOOR INSTALLATION NAL POUR HV WALL. WW" DESM SSM''B4 72 P'y © HV WALL WALK—OVER INSTALLATION „�.„ ,SAN _e O REOUINED Q !ON t 1 t THLS BNSTALLAUM SHALL BE FOR OjEffiDgi OF SECIMS, •E D.a EDGE DISTN71ONS O TO AN OPERABLE DOT O Se SHEN PERFORMED E TI.TIM OF ON SHEETU FOR SHEET 4 ra-M SHUTM < SHEET13) OR 94PANCE V 19 INSTALLATION. DETAILS W/ O HV BLADE w MY W Y 70 INSTALLATION. RMDA BUM OW Non High Vetoci Hund Zone ®tots NETY.INC.M AHT EN !"� ll KY Accordion0AM1WOR Shuttwww er System American Shutter Systems WV.,; OESCRIPTIM DATE DRAIN BY: N.L. TE $ ENGINEERING COMPAN33 A 'pOtofion, Inc. 4/13/tsTATE N3/ agVMUSt. a ,vA=mCtImx.nA=4 1 OLD 11-192 Ph—:(305)871-1530.Fux:(3os)871-1ST7 4268 WeslFooda Drive 2 DRAWING No 1rF ACM71°O' West Palm Beach, FL 33407 : IDA U15-085 FLORIDA /44167 8 $NETT P.E. SNf SIGNAYl1RE/DATE D7 OF 20 SEE END WALL LS ETS 10 18 f INSTALLATIONS W1 1 HV AN t�ON ® m lam©a® BP IN DBSTING Gll55 v **AND k FN IDCIS fS W 511EEr S. OUT � , �— �sAa<oeTAa�is vA10 FOR ALL f/ BLADE W HV CENTERMATES ES WM�G OR SEE END WALL CONNECTION 10•®w®'�©r®w EXISONG p15DETAILS ON SH S a -------------------- ----------- (6063-T6 ALLOY)MA. 3 1/a• �• 6 1/2• 7- 2 n2•NI/6•a0'-2 $ • w 1 w l + ANGLE W/(2) 1/a•�TAPCON 1/2' w®.® OPPOSING_ ,SYMMETRYCAL ANCHORS to coNCRErE I CENTERMATES CENTERMATES MW.SEPA2AMN (raP/BOTroa)A /1wle S.U.S.0 12• r (SEE CLASS E (4)/1011/2 su.s ro t1/0E i O.C.FULL�NGHT. W/ HV LOCK or *V LOCIC or SE��IL) AT FACH AiC1E(TTP) 5 IN 5 Cr 2- 1 w®�`©'07 w® 10•®� � m � HVB oUT HVA ®� HVC to•®wp•�®•®w ©w®w©.0w® to•®w E705aNG GLASS POURED C«1CRETE AL ©+0.©-©r0+�, '° "-- f----- CDNCFMM BI>x,�WALL I'--------- - '®w®•®°_`®�,,®w� SYMMETRICAL ---- IN —���'�°'�`�`®°" eaW.�ARAIRN4 r 8 •®w®•® t •�5 J�,�N CENTERMATES ®•®�®•®�®`mow (SMSCTO�KMUE 5 10N StARAT�N -@+@ TO --- o * '" v i ALTERNATE I STALLAT 0 V "T" LOCK 0 V MALE/FEMALE " " LOCSC E 8 LOCKERS 20 W1 CD HVB DE * SEE END CONNECTION WAIIS ON SHEETS 10 t 16 INSTALLATION In HV BLADE OuT IN t'��°V"°°"M sAIX0aKx DUAL NW.lZMEn ON SM=a W1 HD CENTERMATES (P M trot.As tnavmsa.Ftmia+o MAM=VrM TM II m;;-. SEE END WALL CONNECnON a s• 7 a a oR MvSHOWN w �K DETAILS E o►+ SIMEMALL CO tog 18 (wrc.,OY)M ®'® (OW-TO ALLOY) - I . 35♦ x 3 I}IgEI/.'1 WSQI . 0/C 1 (h/loui /1whe SA r •I +,.��xol. IN c+�KY. IN (.1 30 HV T•• Pull( •) » a ic °�(m•) Ohi m°�muc 5 3 LOCK (INSIDE) I - ---------- - -- �—— - -- $— --- (0 IIA• �, 5 1 2 9 1 OUT 31 oc 3 31 oa®2 31 oe .3 *s�ewlF a loac 1/4" %-20 x 1 1/2" S.S.M.S. 3 <ailwrwa _ ®• # W/ 7/8"f x 3/32" WINGNUT. (aPnolur<)HDP-HVB oUT SYMMETRICAL HD CENTERMATES r uxx a1 SHM 5. QHV "T' LOCK (OUTSIDE) ® SYMMETRICAL HD CENTERMATES IA/ LOCK (INTERIOR) G* W/ LOCK (EXTERIOR) —� �94"ALMSAM ( uwq LMU FLA"nw SHM rWrMff.Pixy I OWO, AS w94VACRMW er AVM CHOW OR=w- ------ ®®®� •®v a•®�®•®��•©�•® 3 ` «aez eoro w luaoQ�s®�to®laws a+nar e �1�1 ##urs w++eo neo43au.xm-.na s wn FM ALL COYMM ee APMCMM we0 HDD-HVD� FLOATING STACK RMDA BMUM CM Non High Velocity Hun-icwne Zone 0 gals EAmmN mua sLww.[Nr- BERTHA NC.R RT HVTM TTIL EC O �N�. A■S■S■A■ Accordion Shutter System �*= KV 8"#1 W/CR W/O IM sADE TI LLR TESTING ENGINEERING COMPANY Am*fCOn Shutter Systems , MAU MWN BY I� STATE bf :¢ Association, Inc. , a.o 11-192 4/15/(5A 4/13/15 9 0=n r.sem sl as sm,w cea�u>m(xx nnPn+asl whale-.(305)871-15W.Fm:(3MWI-1531 4268 Westroads Drive z DRAWING No F .-mm:ut-.Oaol.cS.11 West Palm Beach, FL 33407 3 ONAL E�.•`` as o�A.TUffTM f Jr.PX s s EEi 085 P.E. St1iY1JS11�I�ATURE/DATE r(oaaw Lk. 44167a 9 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CRETE CONCRETE OR WNC OS CE CONCRETE BLOCK WALL OR CONCRETE TE REQUIRED BLOCK WALL REQUIREDBLOCK WALLREOU9RED BLOCK WALL REQUIRED OOmNG GLASS //—Exf-511N0 CLASS DUSTING GLASS 2•Nw EXISTING GLASS CONC ANCHO �� --(7 0 16'O.C. r— NN.SEPARATION 7-—-`j 1' � r 2'MN. TO GLASS(SEE LEN.SUVIR4 )1J i MIN. ARATION SCHEDULE ON SHEET TO GLASS(SEE11H.SFPAFLVi(M FA EQ TO GLASS(SEE 11 FDR BLADE(DMD TO CLAS(SEE SMADLLE ON SHEET 1/16'.3'MAI.— ON SHEET 19 FOR 1�EBL�([)AND SHEETSi TUTU EE ON SH 11 TOR 61IDE®RIO (6063-T6)CONI. �1D&® ON 947 to FOR t/2' (H SHEET fa FOR ON SF18 FOR ALUM.CLOSER ( 91t I ELADES ® PLATE(LOCATE t/z• / \ BIAOFSOEc Qty 9ADEi03® 0, AT EIMETR SIDE Mw 1/2'ABN. OF& I 4 USE 1'OR 2'MAK #100/2"S.Fa.s. I ---- (AS APPUGI6LE)i2k1/8'.D'-2- #10x1/2-SAI.S. _—__-- ® 16.O.C. ALUMINUM CUP ANGLE I ®16'O.C. _—'_—_ 4 (1) flo8 ALL.017 AT WDHEHLtT 4 , (2)1/4.0 TAPCONS ANCHORS TO WALL rj SEE DETAIL% j1O R A D.C. AT DR ®' SIDE CONNECTION OR SEE DETAIL x FOR OR ro tRACKs SIDE CONNECTION -� SIDEO� � 4 8•7•8 7-6.0.&7-s TO TRACKS - 6 7-n -©•OO' ®- 0'®•®- '�•®- O •®- 1�•®'p•(3pQ•®- TO TRAaCS ®-®•(�-4•®- •®-0.0-Q-0- 10•®-0•®-©•®- ©•�'®-©•�•®- 11.0-".Oj •®u s0 ®-®•®�•®-� EN D CONNECTION DETAIL 3 0 TAIL END CONNECTION DE40 END CONNECTION_DETAIL 1� END CONNECTION DETAIL 02 FREQUIRED ONLY FOR SPANS GREATER THAN POURED CONCRETE OR �DamNc cxsss REQUIRED swat WALL EXISTING 4 CONCRETE 4 WL SEPAR4TION 11 1/2- - . Y --------------- -__ _ s ��gO�To(ESS(G¢ a 16MSEPARUON D GLASS --- It FOR B (DAND CON /z-MIN. SCH SCHEDULE ON CH SHEET 19 FOR ANCHOR a 11 FOR MADE OANo tRE=RE:D c IEEE MAOESmR® 12'D.C. S H SHEET mh ---- OR� FOR CHOR LB' 1 2 MIN. D.C. 4 _I RAN• --_--_ EO U"- 2-MIN. Y 1RN. ♦ KAON��I15E Fl)R ®�/�, nSEW Y 5 1 OR Q�P (1y PUNL�R 1�1 Z POURED CONCRETEOR O-©•O-®-®•®- DETAIL X t ®•®-©•O-©-®•®- ®.p.6Q-0- I TION CONCRE ®'®-p'p-©'®- 0.0•©-0.0•®- W HV BLADE OR HV WINDQW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILSO 06•®-®•®-®•®-�END CONNECTION DETAIL 6 �•®-®•®-®•® '®'� FL!}RlDA BUlI.DING CM(Non High Velocity Hurricone Zone A.t111/1''A.,,, 0 201 FI.sTERH METAL Sl1PPLr,INC. BERTHA H T>w A■S■S.A. Accordion Shutter System Liv Mxx X11 W/CR W/o Kv.WM W aaoE American Shutter SystemsMV.ok oEsasvrFwl oA1c OPAxn M rL z TIWT TESTING do ENGINEERING COMPANY Association, Ina. 1 Ow 11-192 4 13/15 DATE: 4 13 15 r BM"M,F.3M.5e,51..305.val M GARDOe.FLOM4 331 QA'd DH Phone:(305WI-1530.Fm-(305)871-1531 4268 Westrooda Drive 2 DRAWING No vice- \ �` .-mot tatseoo.wl West Palm Beach, FL 33407 3 Ert-OM719 15-085 �AAiip`sIONAO: O' wAL1FR A.TILIK Jr PE 4SHEET P.E. �1 IIj Aid%RE/DATE R R" 44167s 10 OF 0 SCHEDULE $1 SCHEDULE ,�2 SCHEDULE p3 MAXIMUM SHUTTER SPAN* "L+"OR "L-" MAXIMUM SHUTTER SPAN* "L+" * (ft.). FOR INSTAIIATIONS W OR 1-" ft FOR MUM SHUTTER.SPAN "L+" �NCY nAHO NOl'FS:_ ( �dATES,® &®or or ( ) R L (ft) INSTALLATIONS W/ ONE H.V. LOCK ® or ®or or INSTALLATIONS W/ W e� CONCRETE & Tv�D (t)L+:MAXIMUM AVOWABLE SPAN FOR A GIVEN BL W/ ONE HV LOCKS MANSOIiY POSITIVE AS.D.DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or® L-:MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES�d& W/ ONE HV 'i" W/ NO LOCKI G RODS OR W/ NO LOCKING WALL A, B, C. D. E.� M, N, O• P. O, ASA.DESIGN PRESSURE RATING. E� ® ( ODS MOUNTING F, K & L R. S, &V. LOCK® W/TWO LOCKING RODS® TOP & (SEE NOTES t,It) (VALID FOR NOUNTNG 0 (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tF nn SHEET 7) FLOOR/CEILING G, H, 1, 11, J T. U, W.& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: UAXWM CONCRETE&WOOD INSTALLATIONS V CONCRETE&WOOD CONCRETE MOUNTING & M Y MuaOE GIVEN A POSITIVE A.SD.DESIGN PRESSURE RATING, _ �. 1 FRE SM As,p,pEs¢y INSTALLATIONS P WALL MOUNTING FLOOR/CEUdiG MOUNTING �"W FLOOR CEWNG MOUNttNG GWf N A N GATIVE A.S.D.SPAN SIG FROM SCHEDULE. waao RANO & AiOMG / GIVEN A NEGATIVE ADESIGN PRESSURE RATING, MOUNTING ,P.at7 FLOOR/CMM MOUNTING �.a[7 OR DETERMINE MAXIMUM SPAN 'L-'FROM samxI_ (+OR-) Ft00R' ALL ML-00 0 MAxwUM SHUTTER SPAN 'L+'OR'L-•FOR L+ L-{p L N (R) L-UU L a {G) l- 05 pFINAL MAXIMUM ALLOWABLE SPAN IS ES EQUAL 1n THE 30 OR L 16'-0• 18•-0• 16-0 6•-0 0' 16•-0' 30 16'-0' 1 • 30 16'- 16'-0' 1IAnONS INTO WOOD SHALL 13E TING. TO 105 sf.A.S.D.SDDESIGN PRESSURE RATING. SPAN BETWEEN T_+'AND'L-. 35 14'-10' 14'-10' IW-2' 16'-0' 35 14'-f0' 14'-10" 35 ,5'-2' 16'-1O' 40 13•-10• 13•-10' 14'-2' 15'-2' 40 13'-10" 13•-10' 40 14•-2' 15•-2" (3)PROCEDURE TO DETTRM A MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13•-4' 14'-3' 45 15-1' 13•-1" 45 13'-4" 14•-3• t HV CORNER CENTERMATE/3 MAY BE USED AT ALL COMBINATIONS IN DEMOUNT!WALL MOUNTINGS 50 12'-5' 12'-5• 12'-8' 13'-r 50 12'-5' 12•-5' 50 12'-3' 13'-1• MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS. 55 ,1•-,0' 11•-10" 12'-1' 12'-11" 55 111-10' 11•-to' 55 11'-1• 11•-,1' SHALL BE AS INDICATED ON MANDATORY CONDITION 02 FOR A OVEN POSITIVE AS.D. DESIGN PRESSURE 60 11'-4' 11•-4" 60 10•-2• 10'-11' NOTE 05.SHEET 5. RATING; 65 10'-10' ,0-10' 11'-I' 11=11 65 10'-10' 10'-10' GS 9'-5' 10'-,' � ' LI+=6WL.SPAN FOR WILL MOUNTING INSTALLATIONS. 70 10'-61 10'-6" 70 8'-9" 9-4' L2+-MAX.SPAN FOR FlDOR/CEI.ING MOUNTING 75 10•-1' 17-1' 10'-4" 11'-I' 75 10'-1' 10'-1" 75 - 9'-9• tt EXCEPT THAT MAIGMUM SHUTTER SPAN'L+•OR INSTALLATIONS. 80 9'-10" 9"-10' 10•-0' 10'-9' 80 9'-IW 9'-IO' 1-'AND MAXIMUM AS.D.DEsNG PRESSURE RATING FON FOR A OVEN NECATWE A.S.D. DESIGN PRESSURE 85 W-6' 9•-6' 9•-9• 10•-$" 85 9"-6• 9'-6' INSTAUATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9•-3• 9•-3' 9'-5' 10'-1" 90 9•-3' W-3• SHALL BE UNITED AS FOLLOWS: D�M3W 1- CONNECTIONS TO KEYSTONE MOUNTING LI-.MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 9'-0• 8•-9" W-2' W-10• 95 9'-0" 8'-9' LIMITED TO +64,-72 p.s.f. AND 8'-0'SPAN. SEE 1.2--MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 100 8'-9' 6'-,V 9•-0' 9'-7' 100 8'-9" 8'-4• MOUNTING®ON SHEET 7. ISTALATIONS. 105 8'-7' 7'-11' 8!-9' 9'-4' 105 W-7• 7'-11' 110 8'- MINIMUM4' 7'-7' 8'-r W-2' 110 8'-4" 7-7' FINAL MAXIMUM BETWEEN 1'+ 't2+ALLOWABLE SPAN IS z,-•'AND Ts-" ATO THE 115 W-2• 7-3• 6'-4• W-111' 115 6•-2' 7'-3' SEPARATION TO GLASS SCHEDULE N 120 W-0" 6'-11' 8'-2' 8'-9' 120 8'-0' 61-11" (4)00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• B'-8' 8'-d• 6•-5' 125 T-10' 6-6' ALLOWABLE SPAN AND NEGATIVE ASA.DESIGN 130 r-8" .fr-5' r-10' 8•-Y 130 r-8' W-5' WIND ZONE PRESSURE WING TO DETERMINE MAXIMUM ANCHOR 135 7-7' W-2' r-9" 7'-9' 135 r-7' W-2' MINIMUM SPACING. 140 7-5• s-t1" r-7 7'-6• 140 r-5• 5'-n' ASTM E-1996 SEPARATION 145 7'-3" 5'-9" 7-5• 7-3' 145 7'-3' 5'-e' TO GLASS 150 7*-2' 5'-7' 7'-4• 7-0' 150 7-2' S'-r 155 r-o" W-5" r-2' I 8'-9" 155 r-0" 5'-5" 1 THRU 3 160 W-11" 56-2' r-1" 6'-T 160 6'-11' W-2• 165 6'-10' 6•-1' 7'-0' 6'-4' 165 r-l0' 5,-,' 170 6'-9" 4'-11• W-11' W-2" 170 6'-9" V-11' 175 W-7" 4"-9' e'-9" e'-0'_ 175 6'-7' 4'-9• ISO e•-8• 4'-6' 61-6' W-10' 180 H V BLADE_ 185 6'-5' a-6' 6'-7' W-8' Wf3 " 4•-0• 190 6'-4' 4'-5• 6•-6" 5'-e' ' 195 6•-3' 4'-.r 6'-S• 5'-5" ' 4'-3• 200 W-2' W-2' 6'-4" W-3' ' 4'-2• pr1a1pills �yv1tlos 8'-i' 4-1 6-3 S-1 • 4'-1' TWIIIDA BIlDING.� Mon High Velocity Hurricane Zone m 2015 EASTERN METAL sumY,NO. a�`' 1t111P. IgMM�Mj B TM� R A.TIL(/��i,, ��. =1L C O ,NC. A■S.S■A® Accordion Shutter System ltv.eunE#t w/OR w/o W.Wroow afwE �J� T1LLT TESTING & ENGINEERING COMPANY American ShttFtef Sysfemll OESCRVTIDN DA,c se 1day. O. �y�r '�C= Aasoctafion, Inc. 1 OLD 1x192 4/13/15 OATS: 4/13/15 2 n F em N.11:Uft st,SN'=I W'11 M G4whS,noRch 331 's Pl one;(3(15)971-1630.Fm,:(305)871-1531 4268 Westroods Drive 2 DRAWING No SlAle-mcl;6Reco9od.can West Palm Beach, FL 33407 3 f P 'Kf TB 000671e 4 15-085 �c LORtD: `.. WALTER A TIIDr Mr RE, 6 SHEET 'Ft�Fi�`rtG /DATE FLORrnA tx 0 44167 6 Of 20 r rx. :ill :yar, :I�.e :.r . .•:: .•.rr „• Jt. 117 �: • b:al •: h�nh:il ,•- : a.r mmmn o00o mmmnnoan mmmovnno rnmm0000Q mmmpovoim 000000m© > mmm0000©mmm0000vnmmmvuomoa®mmmnoonommm000vnnm""HHHN mmmO[7ODO mmiD000O[7 m miDOi�OOO�®mOOOO Q mmmOOOOO OpOOOOOp �mmiDOODOO mm[IlOOODO mmmOOOOO mmm00paa mmm00pma OOOOO��LJI mmEDaODOOmmmOOl7000mQ100017[•7QmiDO0a000mmOOOO[7pp ��77ppOpppp mmmQOOOamiF�iD00O00mmQ700f7O ®®000OOOmmmOOOOOOmOODO[�1m mmm0000a�mmm0000v mmmonnnm�m000000 mmmOOOOQ OQOOpOpET� mmmnonmommmvvoo©mmmnu000mmmnmQoommmommQa0000mmoo y , ,. ' mmmonaooKemal mmovomom®�momoommmov©oo®mmn00000000a000 mmmnooMmmm¢mmnnoMmmm...MKS immn000Qmmmoom0000mnomon mmmnoovQmmmnonmQmmmnoonoa�meymvaoamm�mmooa 000mmt�©o umm""W==mmmupvnvommm000nommmmmmoo�immnmoov.....mod mmmaopo�ogo ppvommmnnonmmmmonoQommmonr�oQnononnmoo mmm00p OIn OmC7 ®mOp000 0m0000vO ®m000OO®mmm0000 mmmom000 g�nnmv®O mmQ]nm�oo mmm00[70Q mmQ7000t7O mm�OQOOQ m®mOpQOO DOQOpppO mmm[!!0©Qa mmmOOmQQ m®miD000aa mmpQOQQQ comp©�aaaa OpOm0F�70O ®m0000bmmmOA©DOmmm...0Ommm0vOOd®®mmmOdOm00mOmO0 '' � '• mmmmmaaa mm�QmQOQ m®mooaoa mmv0000a miCElLr]OOQQO IDO�p©E70O mmmOOOVO mmmOmOOO®mm�mOVO mOEm00000 m®m000vO dOmAlpEi1000 mOiDQOOQQ mmQlOpaOO mmQ7000QQ mm©civQQa m®[7m000Q OQOmm"M mmm©mnoQmmm0000�®®m0000d ®D00�0� ®�m00v0 OOOmOmmO mm©voaoPoimmmnaQoammmcioQaom�oQ0000mmpoaoaa000momoa mmnear�oQeammmEaniQQ®m®mmmnop000Qmm000000 mmmQooQa nomnraoaa uvwx q aQpQommmQOaaam®000Om�mm00O000m®m000O0Qm. ..m m®Ommmm ' OmOOaOOa00mm0aQaaa�®aooAao��oQa000non00000 mmmQQOOOmmmQaOaQmmmOQQOa7m0001�0a oo mmpQQOOQ[7OpmmOOa mmmaQQOQmmmaQQQamm Oa mpOQiiQQOmpI.xIL'Jy000aQp�]L7pa0a �m® 000QmmmaooQa ®mo9m®Damm©QQ000tnmmoaoQannnnno�aa E7m1�aOQ mm000QQO mmf!]QQaaa mmaaooQo�ooea0000 n000Qa mmE3OQQQamm[naOQQQ®mmQQQOQ�mQ00000a�mmcaooQonon©n000 O e �m®D00000m®Q�w�mO�®QYOddOQm®Oo00vOmmonooaioon000nMM= - 1 • ' 1 ' mm000000mmaaaoQommoosaraooameo•oaQoor�oaoaQoannnooaoo � , 1 • � 1 mmoQQQQQ mmoQaooa mmoQaaao anotoac�eaQQ�Joaoe=M=""MMeaal� i I®ooai®ao��a'im0000dommomv000OvoaQi000mmm000d000aoom000 • • • ' m�odoQovmm0000mormnm000000�00000no�oogo�mo��onnnoono moQQavo�a mvaQOQQo maaooi000 maoa000c•m000000o mr�n0000Q ' m0000000m400000�movoQidnoouoQivQd�ovvoovm00000®mo�mPo moQQooaamQaoQQoomQQcaQooQmaoo�o r�aaQOQQQQOQonm�.3roQeoo �m000vtvo�a trsvooaoora moQaolovo pQoo��asaQ poa000ao aimmo�aaoQ moQaQQaIQmQOQQQaaAmoovoQvom����ovoolmtovvoQoondcmanadoo �• �. � �► . mdvoocaiooc�i00000vom�oovdao= aooQOQQoovl�ao�m�oatao r • r ii I MAXIMUM ANC?!OR♦ SPACING (In.) SCHED F FOR A -NEN MAX. SHUTTER sPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD. DESIGN HET,ATNE PRF'SSURE RATING AND A CORRESPONDING MOUNTING TYPE RNR lXN(x M OR CONCRETE RM RWAI I ATM (SEE MOUNTwrs E,0.&N ON SIIEPIS 6&7) 1.ANCHORS TO SUBSTRATE SHALL DE AS FOLLOWS: F73UR0 1n1Na:ETF/o9Nn&TE am POURED CONCRM (A) TO D=NG POURED CONCRETE (Mm.fa-3 kW) wmw @ WALL SILL MOUNTING ©CEIUNG MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUADEX.(M in-fe-3 knO SPAN ANCHORS SPACING LEGEND - 1/4'0■3/4'ALL POINTS SOLID-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.DOLT&SPECX'rY COMPANY.(Min.f6-3 k.0) UA TIMM NEArrK PIES WGW DEM WINK I MUM Ru9IT UM IIBATNE PREMW RAT9O - 1/4'0 BLUE TM CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FIARIDA FASTQHFTtS DaRECT,INC.(MITa fo-z wq 30 40 IWI 75190 120 160 20.5 30 40 60 75 90 120 160 205 30 M fi0 7S 90 120 160 205 TAPCON OR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL PO9lTS SCREW,BOLT&SPECIALTY 14 t2 10 B 9 8 8 55 14 12 10 9 0 B e W 1Z 10 9 8 8 fi 0 TAPCON WITH ADVANCED BONPAfY OR ANY OTHER APPROVED LICENSED OR AUTHORVED VENDOR REGISTERED WPM THE AMERICAN SHUM SYSTEMS ASSOCIATION.INC. 14 12 f0 9 a s B 6 14 12 10 9 0 8 8 6 f4 12 10 9 6 6 6 B iHRfilDF0ia3 TECHNOLOGY (Min.fo-3 IM9 OR LESE14 12 10 '9 a D 6 e 14 12 10 D 0 0 6 0 14 12 f0 9 e a 6 5 ALL POINTS SOLID-SET 14 12 10 9 8 8 6 7 14 12 10 9 a a 6 6 14 72 /0 9 B 8 0 8 BLUE TAP'W/CAP 14 12 10 9 8 7 55 33 14 12 10. 9 a 0 5 6 14 12 10 9 a a e a TAPPER+ AL1)WMtJUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCAN N71}H ADVANCED 1HfIFA0FOF211 TEI:HHW.OGY ANCHORS AND TAPPER+ -0. 14 12 10 D 6 0 6_L 14 12 f0 0 a a 0 8 14 12 10 9 8 8 9 55 ANCHORS S 1 3/4-,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 14 12 10 0 8 0 6 4 14 12 10 9 8 a a 4S t4 12 10 8 a 8 4 35 A.2)MINIMUM EMBEDMENT OF 1/4'0 tf 3/4'ALL POINTS SOUR-SEr ANCHORS SHALL BE 7/17 arra THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 9 1 8 a 4b I4 12 10 9 B a e 5a 14 12 10 9 a B 6 45 IN7D STUCCO SHALL BE PERMITTED.1/4'0--20 S.S.MACHINE SCREW USED SHALL BE 1 1/Z-LONG MINUUM SHOULD STUCCO SOST.AND 14 12 70 8 75 a5 '5 - 14 1121101 9 a 8 6 S 14 12 10 B 5, 7 5.5 4 •SEE A"M GFIRE FON 1'MINIMUM FOR WALLS WITH NO STUCCO, 14 12 10 D 8 8 8 e 14 72 10 9 a 0 8 SS 14 12 10 0 a B 5 45 9AOE Ort%IX t9 5'-0' 14 12 10 9 a 7 4 - 14 12 10 9 8 65 3 1&5114 12 10 0 05 5 35 3 AL3)M CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EJOSNND WALL OR FLOOR. 14 12 10 9 a 75 45 -114112 30 D 8 8 e14-5114 12 10 9 B- 0 4.51175 ANCHORS SR4LL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BUM SAID WALL nHSHES.ANCIfORAGE STALL BE AS INDICATED ON 14 12 05 75 65 4S - - 14 12 10 0 5 75 5.5 4 14 12 10 9 B 8 43 3.5 NOTES AI)&A7a ABOVE FOR MSTALATIWS ON NNYL SANG OR BFS YrffH OR WITHOUT METAL STUDS COWAT THIS ENGINEER.FOR 6'-0' 14 12 10 9 8 0 e - 14 12 10 9 a 8 6 5 14 12 10 9 6 &5 'J 33 INSTALLATION INTO OFS PATH METAL STUDS SEE SHEET 20. 74 12 10 9 .3 S5 3 - 14 12 10 &5 7 55 4 J 14 12 5 6.5 55 4 3 - 14 12 10 9 a a - - 14 12 10 9 e G5 s 175114 12 10 &5 5 5 4 - (B) TO EXISTING CONCRETE BLOCK (/SCM C-90) 14 12 8 &5 55 3 - - 14 12 10 0 0 65 45 35 14 12 10 0 7 S 3b 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED TFIREkDFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUIDEJL 14 12 To 9 a 5 - - 14 12 10 9 8 7 5 4 14 12 10 0 79 35 4 3 - 1/4'0 x•3/4'ALL POINTS SOUO-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECHLTY COMPANY. 7'-0- -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. /4 12 f0 a 65 4 - - 14 72 0 75 8 {b J9 - 14 0.5 7 5.E 45 35 - 14 12 10 85 7 4 - - 14 12 10 9 75 55 4 - 14 12 9 7 7.S 4.8 - - - 1/4'0 TAPPER+ANCHORS AS WiTUFACTURm BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL PONTIS SCREW,BOLT A SPECIALTY 14 11 7 55 45 - - 14 12 10 9 75 55 4 - 14 12 9 7 6 45 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR RECWERED WITH THE ANERIOM SHUTTER SYSTEMS ASSDCIATM,INC. 8,-0' 14 12 10 9 8 NLS - - 14 12 10 9 a 8 { - 14 12 10 8 65 5 35 - NOTES: 14 12 a.5 7 SLS 3 - - 14 12 eb 55 4 3 - 23 05 a S a 3 - - ILI)MINIMUM EMBEDMENT INTO CONCRETE BLACK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4-AND TAPCON 14 12 9S 7.5 8 - - - 14 12 95 8 a5 5 - - 14 12 8 a 113 4 - - WITH ADVANCED THRFIO)FORM TECHNOLOGY ANCHORS IS I'. 13 9.5 &S 5 35 - - 14 12 10 0 e3 5 - 14 12 0 05 5 4 9'-0' 14 12 10 9 8 - - - 14 12 f0 B 7S 45 - - 14 f2 a3 7 95 • - 8.2)MINIMUM EMBEDMENT OF 1/4Y 9 3/4'ALL POaJiS SCUD-SET ANCHORS SILN1 BE ENTIRELY EYE INTO THE CONCRETE BL.00IC.NO 14 115 7.a e 4 - - - i{ Tl 7 &a' S' 35 - - 11 B 53 4.5 35 - - - EMBEDMENT INTO STUCCO SHALL BE PERMUTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'IANC WNINIlM SHOULD STUCCO 14 12 8 b3 {.5 - - 14 12 7 95 { - - 14 Os 7 55 6 {S - - DOST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 115 a3 "S 4 - f4 12 B 7 6 49 - - 14 11 7 95 45 JL5 - 10'-0' 14 12 f0 9 7b - - - 14 12 5'65 5 - - 14 12 e e 5 { - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 f 7 1 5 3.5713 L5 try S 4 J - - l0 7.5 S 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 11 75 53 - - 14115 0 a 9 4 - - ZS 95 6 5 4 4 - NOTES&1)&B.2)ABOVE FOR WSFAUATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. OS 8 E - 14 12 a 6S SLS 4 - - 13 t0 &5 a 4 3 - FOR RNSTALLATION INTO ETES WITH METAL SIMS SEE SHEET 20. L4_ 72 10 - - - - - 14 12 9 7 6 4.5 - - 14 105 7 5-545 35 7-5 95 5 - - 12 1 9 1 9 45 t J - - 9 7 4.5 35 3 - (c) ANCHORS SRNLL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFTCUIONS OF THE ANC OWS MANUIFACIURER. 14 10 7 - - - - - 14 105 7 55 4.5 - - - 15 e5 55 4.5 73 - - 95 7 45 - - 14 f 15 .S a 5 - - 12 9 6 45 4 - _ (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(FD.)VERSUS SPACING RElATIONSHfP FOR AIHCIHORi 1412 1 - - - - - 1♦ 12 8 aS - - - 1J 10 115 5 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCXRORS: 12'-0' 15 a5 4.5 - - 11 a 65 4 38 - - 0 8 ♦ 3 - MIA ULMI ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.USS THAN THE INDICATED,REDUCE ANCHOR SPACING 3.5 95 a - - - - 13 95 03 5 4 - - - 10.5 8 5 4 - - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 9.S M. - = - 11 ab b5 45 3.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT LE LE55 THAN MINIMUM SPACING NOICATEO FOR EACH ANCIM TYPE. L4 12 - - - - - - 14 11b L5 s a - - - t2 9 e 43 4 - - - FACTOR os a - - - - - - 10 75 5 4 3 - - - 7.5 55 4 s - - - - ACTUAL 25 115 - - - - - 12 9 0 43 ♦ - - - 95 7 s 4 - - - - EDGE TAPCD N THS�TE WITH ADVMW POINT SOLID SIT BLUE TAP W/GM TAPPER,+ a a - - - - - -113 95 65 s - - - - a5 7.5 s 1 a -I- - HY BLADE OR IXCTAHCE MIN.SPACING 14•-0• 14 12 - - - - - - 14 0.5 7 95 - - - - 11 &5 1314.01- - - - ED. MIN.SPACING-3' LIN.SPACING-3' N.SPACING-3 1/2' MIN.SPARC-3' 3 1/4' 4- f0 9 7 {5 ss - - - - 7 8 38 3 - - - - CONCRETE FGF COCEIE OWAETE BGOK POURED CONCRETE It POURED CONCRETE k 1496D 03CFEIE 03'[7HTE BOOK 15 e - - - - - n e s3 45 - - - - 9 a5 43 - - - - - jp�, fH FA.-31/2'Lea.EA-2 1/t xUK Ea. .� MIN M-31/� M-2 trt T4_ - - - - - - - 310 to es - - - - - a5 a 4s - - - - - BLADE-VO RKING 3' 1A 090 1A 0.78 1A 0.84 1.0 e5 6.5 4 - - - - - 85 a 3 - - - - __ ''9A,'' NISON Z 1/2' - 0.81 1A - - o.a7 1A 10 - - 05 a a - - 85 0 4 - AL-,� 2' 0.71 - 0A1 7 - - - - - - - 15 6.5 s5 - - - - - 9 05 - - - - - 1 3/4' 0.43 - 16'-0' 8 6 4 - - - - - 0 45 3 - - - - - 7 E 2' 033 - - - - 035 - 9 - - - - - - - 9b 7 5 - - - - - e 4 - - - - - FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone ®2015 EAMERr META.SUPPLY,INC. �ENSF' B TM L, ECO ..a:. A.S.S.A.rok Accordion Shutter System KV.BI.AOE pt w/CR w/o KV.WINDOW MADE �� /-! 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DICH SECTION WN SHEETS 16&17. -SMILE POM FIR NORTH W/0-0.43 OWa) EXCEPDOfJ:SEE NOTE 2 HEM -mWu PINE Fill".,OLIN W/G-om(NDS.) -ITN.1/2'COX KYWOOD(1986 APA) 2.ANCHORS m HOLLOW CEI=SHALL BE AS PER MoMRK TME D,SHEET 17 AND SHALL CONSIST OF LAO SCREWS AS PER FDS 2012 vPEC67rADONS, 4.A%THORS SHALL eE 7NSTNILD FODDW9f0 ALL OF THE RECOMMIDUMMIS AMD SPECF11C01WD OF 111E ANCHORM NA?ffACIURM. ROD BUM P1G CODE Mon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. 13ERTHA NVTm "" S Accordion Shutter System ....... '� �. C wc. ■ ■ ■ ■ KV,BADE 01 W1 OR W/O KV.WPOOW RADE TILLR TESTING & ENGINEERING COMPANY American Shutter Systems DES"WROR DATE ORAWN ev: ALL • t.1 /1Q�6' �• 8333 R'W T n•St.. •MGM ,FlAAD1 3st AeeaOtaftOns Inc. 1 OLIO 11-102 Pox DAZE: 4 73 1S T8+ �;�c= Phono:(305)871-iS30.Fm:(30)071-1531 4268 Westrooda Drive x DRAWING No o moo:tatwoofcom West Palm Beach, FL 33407 3 I-Th'I if 1]3-00087'9 15-085 •' WALTER A VUH0067 Jr.PE. 4 FLORM u..d 44167 5 SHEET 415 OF 20 N. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (% HV:♦ BLADES AS APPLICABLE MAX. SHUTTER + O 00 D 1 Y SHAL WALL FINISH BE LIMITED O 105.0 psf, A.S.D. DESIGN PRESSURET SHEEI 19 FOR MAX SPAN A WITH OR S D DESIGN U 0 0 D WORKING IN UNISON APCON N ADVANCED TAPCON4-0 THREADFORAI TECHNOLOGY TAPCON WITH OR ADVANCED THREADFORM TECHNOLOGY � W/1 1)2'MIn.PENETRATION ( ) T 1 OR 119' OF THREADED AREA TO r:/.' 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING MN gpARQw E ISTINC WOOD HEADER. ;' HEADER. SEE SCHEDULE ON SHEET 15 TO CUSS(SEE (SEF SCHEDULE ON 94M 15) ,.;. 1/4'0-2Ox3/4'S.S.MACHINE 9UfDU.E ON SHEET " ��, };, • 1N3 SCRETS12' W/1/4'-20 NUTS 11 FOR BADE 0AM37 O — ON SFEET 19 FOR 1' v O.G Min. x DWNG 1 ® m&Q91 _ z GLASS,j I I \ FINISH NAL w. JFT .DMSTwIL G MN. V - .'- I N OR O 1 z x4•WOOD 1 OR fT� FJpSRIHG MN. 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AREA TO DUSTING WOW HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE ON SHEET Ilf) (BEE SCHEDULE ON SHEET 15) ♦g tLUR Iwtis.F USE FOR QX HV WALK—OVER INSTALLATION QV HV WALL SILL INSTALLATION MADE�ON SEmEr 19 O HV FLOOR INSTALLATION FLORIDA BU1llHNG CODE(I1on Nigh Velocity Hurricane Zone .�"•(�R..:.r��l%',.,/' 0 2015 EASTERN METAL SUPPLY.INC. v�CENs�;•.y- BERTHA �: TM A S S A Accordion Shutter System s 1 L E C O 1 N C. . . . • FLU,aA1oE#1 W/OR W/0 IHV,w1NDow MADE •U: J d'-•*� TIWT TESTING k ENGINEERING COMPANY ����� ShuttBr Systems otxtt�lloN o,1rz ORA"9Y: ,9•, � 0353 NW.30M,3L.St.306,VROM W119013,FLOM 111 As8*elation, Inc, 1 OLD 11-192 4 17 15 DATE; 4/13/15 • PAa+e:(305)871-1570,Fa.:(305)871-1531 4288 WestroadB Drive Z �� e-�:t9lc Qwl.o West. 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EMOM was snos + SavitAm vamA+m•rt oc /� •'/+'t ffaf. rfa fel 1 f�xa uum•+r of- m farm Wee ♦ SEE UMRAtIONS OF USE FOR — t/r WL Sa[wt of vw 4 4 BL/VDE 1©ON S1fET 19 W CLASS 511 x is Fw ffum:MAW 5 a�mt�' 6 oal:J`^'�tw IT r s v .v VIEW -O-'SS �•i8- iDu ra�f r r w 10030 WILL'lot ©�° "0°R� � �(1-®�g.p i9- affms mvo f1WaM RIM 0 C4-i�€�•f3 t� �'�- �'® DETAIL X END CONNECTION DETAIL (9 END CONNECTION DETAIL 12 FLORll?A BUILDING CODE Non High Velocity Hurricane Zone '\\\\\\11111 Irl//////' ®2o1s EASTERN 1EErAL SUPPLY.INC. ,, o ......?��c� BE HVTM ��- ceru A S S A Accordion Shutter System 1 L E C O tic. KK aaoE yi W/OR W/o N.V.WNWW BASE nwT TESTING & ENgNEERING COMPANY American Shutter Systems Dr MV" DATE afam RY: fu_ Association, Inc. f OW 11-102 +/13/15 Dae 4/13/15 TATE nF f ass Nr' A'SL"'+''M'VIRG M aUWM ffaza 331& 426$ Westroads fDnlve a r� Proae:(305)871-1530 FLT:(30SWI-1531 DRAWING No ��F•'`�ORIDp /z es-DooDDae�7:l9fDoa West Palm Beach, FL 33407 3 ' s • G� \al raTLsf 1T"r.P, 4 s 15-085 P.E/'3GBMV WVRE/DATE. nnRa 11� 441167 ` SH IS OF 20 [yip ��ap 1(A'> �+©� f ERA-LIMMA710NS AND CONDn1ONS OF USE FOR BERTHA in Uffr NhffiACCQRMQN SH wpwNG IN '(9170 A G Y 11Y=Nw max 061 � Y Y 1.YAK ASO.OMM PRESSURE RATNG:+110.- 110 Ps.T. 2.MAX SHUM SPARC 90' 3.ALLOWED YOUNTDKS:4 D.O&H ON SHEETS 6.7.AS WELL AS YOUHMMµO.T,U&W ON SHEETS 16&17. OWED 4 5 (}�07 A E7WGL OAR W/ IG�I W OF�POSNo OmO4 a° G1Wi. MUST RE WCUMED ONLY AT Dam=AOCFSS SIDE OF TYP.EA END 5.(A]EN WNOOW RUDE 1�SHALL ONLY ALLOW A YAIQMUN OF 5 OPENNM (J I HOFS)FOR®PER BULDE AT SPALDNGS SHOWN ON SEW 4. • • ♦ ♦ , ♦ C�YIIL OFJIRANCE FR�yI'SOP L. 12". EDGE OF HV PRiDOW BLADE lO ALLOWED as OF ANY 3. HONE FOR SHALL BE 72•. WINDOW IH T 79 (C)FlRSf ORWINBIAOE YNG d1f FROM STARTERS AT ENDS MAY 8E IN DOW"EL MUMa (D)HV WOaDOW BIADE Q NUSf BE USED ALTERNATE To A SOLID EIV BUDEQ 111RO1Nf1017f SHUnFR•S 11ATE1. • ♦ • (Q BULL ALWAK BE @TSI ii L ED A MENT TO A SOLID W j I•Z;A ♦ BIADE 1 AT EITHER SDE OF THETL SEE ETD I (h POLYC/IR007NiE FTV W9DOW®SSAIL EJE OBULLfD SO 1§TUBS FACE SMCONEND aN �q $ , THE 9HREwoR OF TLE OPLHNO BE>iS0 PROTECTED EIV WWDOW 4�1 MST 9E DAAR.S ON SHEEFS ONLY INSTALLED AND LOCI®US*KT A FIV SErrING TDOL PROVIDED BY ASSA 10&16 7YP. �'r8� Dr- FULL HDOIIT. �57i G.SEE ANCHOR SPACNG SCHMAE FOR NSULUHONS INTO WOOD FRAME 1 HbL�� UWXUGS ON SHEEr 15.AS LIMED DY SPAN AND DES=LIM(SEE NOTES I i P 9 f 1 &2 ABWE). FE 150 n 7.SEE ANCHOR SPACNO SCIEDAE FOR NSALIAIO S URO MAIM CONCRETE OR CONCFWE BLOCK WALL ON BEETS 12&13 AS LWrD BY SPAN AND DEUGN LOAD(SFE NOTES 1 &2 ABOVE). 6.LNN2"SEPARATION TO CLAS SO(UA&.PER ASN E-19M D N FOR REQU hP mp PLA&BOTTOMN��CI) Wr -q-e+� WM ZONELNOIUY SEPAPoULON ro CLAM YA 1 THEN 3 1. uH sEPARA% ro GLASS E)aSTINC RA6 ELEVATION SDEDIRE ON sHLEr 11�BIVE� 4 � AND ON THS sw FOR NADFS®A -------------------- ----------- ---- -- ------------ --------------- 5 �t �\ iYP. t \ 4 9 W� 1SEE NOTE 4 ABOW ® P• W/2 OR S77:2 NDS ® W/o ( NLFLE 4 AIW2 TYPICALn HY BLADE WORKING IN UNISON WITH HY WI[JDOw BLADE SHUTTER* N.T.S. FlMDA BUILDING CODE on Nigh Velocity Hurricane Zone ```,tA1111111E11111I1/ANNA;/ ®2013 EASTERN L(ETAL SUPPLY.wc. BERTH TN Accordion Shutter System A�S�S�A� —�! KV.IXADE J1 W/CR W/0 KV.WWW BABE TILLT TESTING do ENGINEERING COMPANY ARIAFICOII $IIlE11@f Sysl®TsMX pkIPT,DH LUTE ORA"NIr: M1 •Q. •*_� emyl•W.Dy„ DI AssoclOJtion, Inc. 1 DED 11-152 4/L3 15 DATE 4/13/15 PMars:(305)07f-1$30,F".(305)671-1531 4268 Westroods Drive z DRAWING No O•. F a o-nwD titaca0ad.can West Palm Beach, f2 33407 s oRlo F.; ®GGD67,9 15-085 �•,,,5S•••••••••••Cj��.P• WAUER A TIIIIT Jr.P.E. "e Fuxam u4 Y 54107 6 SHEET P.E. E/DATE 6 19 OF 20 INSTALLATIONS W/ HV BLADE & HV CENTERMATES I 2-00a'M.. /'a 1 GRADE 400 tf­G-4GC GALV� INTO METAL STUD WALLS -083' STEEL -0. 10.b(ETAL STUDS Af 16*D.C. 'p ALO 0 D.C. 0. 5• 1/4.® NOMINAL I GENO& UM QNS AND CONDITIONS OF USE i. ALUMINUM SLEEVE (1 3/41.6 11C.0.035-nom A&M C 12 FOR BEMAO)IN BME AMORDION SHLEFE 6063-T5 ALLOY 00M.GALV.STEEL TRA(X CKVO4a. O.C. SYSTEM INSTALLATION TO METAL STUD WALLS 0 6 06, -653 GRACE 40 W-G-60 3.000 A SERMA7110N M GLASS SCHEDULE W1 NEZED FASTENED TO sys I-r—M.*- (2)fOxIA-TEX SCREWS ON DUSTING FINISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. — 75 (pso KTEFWR&EXTERICR FACE AS APPLICABLE 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM If ASTM E-1996 SEPARA11ON 'J(&LENGM+ IT MIN.SEPAR47ION 3. ALLOWED MOUNTING:(@ ON THIS SHEET. 70 CLASS EASTRiG GLASS TO GLASS (SEE SMEDULP1/4"0-203" SOLT + 4. ONLYEN=TE 21 W/(B HV LOCK ARE ALLOWED I THRU 3 1. MUST PE .1 NETRATE @�I- WITH( l ARRANGED CEDV A SYMMETRICAL LAYOUT. USE 0 (2)n-35 (6' LONG, MINIMUM) MUST ALWAYS BE .1 4 1 4' �1.3734' A 3/4'.0 t/4*x OD33' MNSH INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF - .050' comr.GALV.STEEL As CENTERMATE. .250' AMU A-653 GRACE T-40-OW r App'r G&VARM FASTENED To STIRS W1(2) TEK SMEWS ON EXTERM FACE I JOG•0.c_ a er D.C. 1/4.0-20 THREADS in BLADE SLACK DETAIL HVF IS ALSO VALID FOR 1/20 12 CENTERMATE(DAPPLICATION WITH BLADED ERMUCTS EAR—LOL HD I Ijz1.04W TWOK ASTM A-653 GRADE a 6" O.C. COMPONENTS ke-G-60 WY STEEL MLT MUDS AT 16' IL WALL HEADER/SILL INSTALLATION FINISH AS APPUCAME $Ma 3/8-- • (rw.TOP&Boon) GLASS--- --- -- --------- 1 314-x 6 1/4-x 0.035-TFICK kfim KEY- =A-653 GRADE 40 Ifin.G-W AXIZED ASTEXED TO STUDS M L xON 1 SY "7'.. -bffN'. Eg;,: INFERIDR MEMOR FACE 4 C CENTERMATES W/,- W/ TO 2 EX INT :.-4- -TERIOR ACCESS SIDE�:" -ERIOR ACCESS ME IN A63(6*Min.) 4 7,71 Div 2) 1 21 2 21 21 21 1 LOCAF AT L W WAMISILE-ENDS VIEW I wI(Cont) 1/2' (6'Min-) SIDE CONNECTION TO TRACK 7'— 1/2'W%. MACK *BYA BLADE SLACK DETAIL HVE FLORIDA BUM CobE(Non High Velocity Hurricane Zone� A. 0 2015 EASTERN WAL SLIMY,INC. NZ ............ BERTHA HV,-m Accordion Shutter System A.S.S.A. fiV.BLADE#1 W/OR W10 FtV.VAMW RADE American Shutter System WV.ok V1SCRwTwN am ILL TRW TESTING ENGINEERING COMPANY 5 DATDPA"BY. Association. Inc. I OLD 11-192 E- 4/13/15 - J� GUM PM 301h.3,-St.=w=m Gqwm nawA"m 4268 WestroodG Drive 2 :(3G5)37I-1530.F"'(305W1-I53% DRAWING No R1 --t twat.=O�dGOWest Palm Beach, FL 33407 15-085 VALIER A.TUIT&.PZ fILMMA U.1 44167 5 SHEET DA 20 OF