Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Approval
Florida Building Code Online Page 1 of 2 "b 4� ry ,!x `, rfr., Ko)rida Ucp�'t�I'e�tpf BCIS Home f Log In j User Registration HotTopics k Submit Surcharge Stats&Facts j Publications FBC Staff ; BQS Site Map Links ; Search Busines Professi �aI , %"` Product Approval ''�USER:Pu blit UseerP Regulation Hamillm ma—Mm Product Approval Menu>Product or Application Search>Aoplicatlon List>Application Detail a FL# FL389-RB Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Trod riguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `Z Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. 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"11 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvYYHH2vJvx53... 7/8/2015 Florida Building Code Online Page 2 of 2 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 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A.S.S'A' 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 positive FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Odf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drw 15-085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.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 16'-0"for 30 p.s.f negative FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-085 HV.Odf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0"for+64,-72 p.s.f,load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0" for 110 p.s.f.for HVS and HV1A working In unison.See sheets 7,11 and 20 respectively of Installation drawings for otherspans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-084 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.ndf 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 for Blade 1 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084 odf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.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 click here. Product Approval Accepts: 5CCtti7ty�t 1"I'ItiCS" http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 7/8/2015 GENERAL NOTES: 1,BERTHA H.V,ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION ROCU"(P,E.D.)HAS,SEEN VERIFIED FOR COMPLIANCE W-ACCORDANCE.WITH THE 2010 EDQON.OF THE FLORIDA MIMING CODE,THIS ACCORDION SHUTTER SYSTEI SHMJ:NOT BE INSTALLED AT HIGH VELOCITY HURRICANE 20N 3. CESSGN WIND L6405 SIVU Be OEIERMCNED AS.MR.S£CT.ON 1620 0?THE ABOVE MEt4RONEO CODE.FOR A'BASIC WIND SPEED-RECtf!_REO`BY THE JUR45DICTtON WHERE:SHUTTER.WILL TABLE. OF CONTENTS BE INSTALLED VM A WRECTIWUTY.FACTOR Kd.C.SS,:USING ASCE 7-10 FOR..LNSTALAT@Ns.UNDEIT 2010 FBC AND SHALL NOT MEW THE MAKNUM(A.9A.) DEIGN PRESSURE RATINGS MCATED ON ARMS 11, 12. 13,14. 15, 19 6.20._ -IN ORDER TO VERIFY.THE ABOVE CONDITION,ULTIMATE DESGN WIND LOADS DETEP3INED PER ASCE 7-10 SH+J.L,BE FIRST REDUCED TO ASA.DESIGN%VNO LOADS .AREA 1: FIV BLADES(D do Of MULTIPLANIG THEM BY 0.8 IN ORDUM COMPARE THESE W/MAK.(AS.0)DESIGN PRESSURE RATINGS INDICATED:ON SH-_7S 11,12.1J. 14. 15.19 B 70. GENERAL NOTES SHEET 1 M ORDER TO VERIFY THAT.COMPONENTS AND ANCHORS ON THIS KED.,AS TESTED,WERE NOT OVER STRESSES,A 33 A INCREASE 1N ALLOWABLE SMESSFOR WIND LOADS,WAS ZZ USED N' THSR SYSTEM COMPONENTS i-20 SHEET'2 ANALYSIS,HOWEVER,-A VINO DURATION FACTOFI,M-1.60 WAS,USED FOR VER!mATbN OF FASTENERS DI WOOD. COMPONENTS 21-31 :SHEET 3 ATLREPORTS: SHUTTER SMDAA N.Y.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND!ARSE MISSILE IMPACT LOAD HAS BEEN VMFIED IN`ACCORDANCE WITH SECTION 1609.1.2 OfLTHE SYSTEM_ABOVE UDMONED CODE AS PER TYPICALCOMPON ASSEMBLY 31-47 .SHEET 4 . . TYPICAL WINOOW 8_ADE&%ANDOW GRAIL -HV BLAQE O g0214A1-03,#0715,01-03:B1004.01-05:(11214.01-05,JO317A2-O6,JC6CSD1-10 AND()0210,01-11 AS'PFR TAS-201,TAS-202 AND TAS-2A3 PROTOCOLS ANDASTM E-1886 - ?: �t�F BLADE-�AND NV'MNDD_NI 13LeDE� 'AND-E-1546 STANDARDS(W!SSILE LEVEL 0,WIND ZONES t.2&3)&e1220,01-10...15 PER LAS 201,203.&203 PROTOCOLS IARC MISSa-L (WHERE APPLICABLIh -Hy WiNOpW,81AITE.©.!0505.01-03 AS PER ASW E-1$16:AN0 E-I99E'(Allr'S.?LE LEVEL D,Vd 4D ZONES 1,2;:3)BASIC PROTECTION ONLY AND S 0725.01-88 AS,PER TAS:202 PROTOCOL. TYPICAL.SHUTTER ELEfAN.M&NOTES ON LOCK$ S;HEEi 5 INSTALLATION DETAILS A-F.CONCREW/BLOCK SHEET 6, 2,HV BLADEO-AND H74'WINDOW BLADE 0. ME.ENT9MREO TO WORK 114 UNISON W _DCH OTHER UNOER'THE•,OE NERAL LIMITAP.ONB/IND MOTIONS OF USE INDICATED.ON SHEET 19 RiSTALLATION'OETALS G-M:CONCRETE/BLi1CK� SHEET 7' 3.BERTHA H.V.ACCORDION PINS(HJ SCREWS).USED AT.B'.ADES X NUCNLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS'SHNLL BE#141Q.75'AND:{14.1.75'RESPECBVEL.Y.410-HT MINIMUM SERIES CENTERMATE DETAILS hV SHEET 8 STAINLESS.STEEL SCREWS WITH 135.0 let YW STRERM AND 180 W TENSLE STRENGTH,PINS SHALL 6E.COATED WITH BERTHA HV DWAOSHIELD COATING SYSTDI AS'MANUFACTURED"BY APPROVED CENTERUAk ALTERNATING DETAILS HV SHEET 9 COATLKO.APPLICATORS,REGISTER£D'..WITH AMERICAN SHUTTER'SYSTEMS ASSOCIATION.PINSMUSTBEAR THE HV:MARKING ON THE,'R HEAD. C ALL.ALUNINUM EXTRUSIONS,SHALL'SE ALUtAFIUM ASSOCIATION,,ALLOY AND TEU PER AS`,IMP MAT ED ON SHEETS.R:AmO_3.MIN'!MVM YlEw STRENGTH FOR:66&3-T6'ALLOY It 10.0 k.I AND 351 L.1 FOR END CONNECTION DETAILS I=6;,CONCRETE/BLOCK :SHEET 10 8005-T5 Ate;,.. MAXIMUM SPAN TABLES. :.SHEET,11 ANCHOR'SCHEOULE-'CONCivIE&BLOCK -SHEET 12 S.ALL SCREWS TD"BE STAINLESS.STEEL 304 Cal 316 RSI SERVES OR CORROSION.RESISTANT CCATED-;CAR6T)N STEEL AS PM D.N.50018 WITH 50-kal MCN.YIELD SMENGTH•ANO 60 keT NTN.- TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE 8 BLOCK. S}LEEi 13 AND"SHALL.COMPLY W FW MDA eU1LDNO CODE SECTOR 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE NY BLOCK SHEET 14 6.VOL'IS BE ASTM A-307 CALVAN12ED.SiEI.OR NSI 334 OR 316 SERIES STAINLESS SIE].WnH 35 kcl MNiNN4'YIELD srR6 GRH: ANCHCR SCHEDULE-WOOD SHEkT 15 7.SEE THE FCMGVON13 SHEETS:FOR`ANCHOR SPMRCATIOHSN UPJ BIAOEO i t2,U,14.15.AND 10 INSTALJ:ArON-.DETAILS M-R.WOOD SHEET 16 HV BLADE BJP'.'&0,ACRIIN6,W WiiSON:.12. 13&15.: 1NSTAJA110N DETAILS S-X,.WOOD .SHEET 17 ENO'CONINECTION DETAILS 7-12`&X.WOOD SHEET IS S.THUS BERTHA H.V.'ACCORDION.SHUTTER SYSTEM BEARS'A U.S.PATENT$6'778,582:"COMMENTS OF THIS APPROVAL ARE CARED,114 WHOLS OR IN PART BY U.S.-PATENT-#`45&179.ISSUED TO£151ER1.N - META-SUPPLY,1KC! 9.IT..SHALL BE-TEE RESPONSIBILITY,OF THE-CONTRACTOR T4 VERtf3'TNE.:SOUNO'tE55 Of THE STRUCTURi.'PiH4RE SHUTTER_IS.70 DE•AT7ACILroFOTNWRE PROPER ANCHORAGE.CONTRACTOR TO,SFA./CAUE74 AREA 3_, MON-. FiLADE 0 ON Y_ ALL.SHUTTER COMPONENT EDCES'Vr14'CIL REMAIN,THRU FASTENING IN CONDMJOUS CONTACT WITH THE RUP-DING;TO PREVENT WIND/RAIN-INTRUSION. +YPiCAL SHUTTER ELEVATION SHEET 19 T0.CAN UNIT)JUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOM DJP=-PERIODS OF HURA,CANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST R50PERLY:CLOSE ALL HV AND HD CEENTOWYES-AND-ENGAGE GR LOCK ALL 14V AND HD LOCI<9. AREA 4: KV WINDOW BLADECi)ONLY 111 SHUTTER MANUFACTURER'S LASEL SILALL BE LOOTED ON-A READILY VIS LE LOCATION'AT'A'ZORDION SHUTTER IN.ACOCR17MCE M SECTION 1715.6.3 OF FLORIDA.DL.ILDING CODE.ONE LABEL SNLAL.L 8E INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 ED PLACFOR EVERY OPENING.LASEUNG TO COMPLY WITHSECTION1719.8.2 Of ME FLORDA.611LDNNG COM ' 12..BMW HN.ACCORDION SHUTTER SY811Da'S WSTAL'AMN SNaLL COMPLY WITH SPECS INDICATED IN THIS GRAMM PLUS ANY BUILCIND AND 2QNNNC REGULATIONS PROVIDED BY THE JURISDICTION WHDIE PERMMAS APPUED TO. . 13.(c)7105,P.ED,PREPARED Rt THIS ENGIN.ER is GENERIC AND DOES NOT PROmE INFORMAxom FOR A SITE' FRDdECt'I.ia.WHERE THE SIT CONOMMS DEVIATE Fi OM THE P.ED, (6)CONTRACTOR TO BE RESPONISEBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUOLNG LIFE SVETY'OF THIS PRODUCT,BASED ON THIS P:ED..PR0.4DED hE/SH£DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS COCUMENT.CONSTRUCTOR SAFETY AT SITIE IS THE COMPACTOR'S RESPONrla UTI. ,(c)DIPS P,E.O:WILL BE CONSIDERED INVALID IF,ALTERED BY ANY MEANS. (a SITE 5PECLTiC PRWECTSSHAIL BE PREPARED BY FLORIDA REGISTERED ENGINEER OR ARCHITECT iVHTGH WILL BECOME THE EhDINEER OF RECDRn'(EAA.)FOR THE PROJECT AND WI+O VALI..BE RF?P07r51OLE FOR THEPERUSE OF THE P.ED• EMNEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE PED.ENGINEER SHAM.SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAYANCS FOR Rr4cw. (e)THS P.E.O.SHNt BEAR THE DATE 1,N3 ORIGINAL SEAL AND SO•dARXRE OF THE PILOTS=ONAL ENMEER OF RECORD THAT PREPARED IT. FLORIDA BUILD3111 CODE NOn High Velocity Hurricone tone L1LHI'4�� 'A. �,jC. 2013'EASTERN MEAL SUPPLY,INC. tt1.�,P cr=_ ` i� `+ Accordion Shutter.System ._Udo 7y ai ��. �;� ■ ■ ■ ■ Hv,aAM }T w/OR w/o KY.�u)a�av anoE s r %r American Shutter Systems ,N DEMAIPTON OATD DROWN 61: AO. 1. T)LLdT TESTING k,EN6tMEERING COMPANY "0 Y N axa N.W.SIJ+s Ste,305-Vr.latu'Gwt<13,FibnrA,_.1186 Associa{lon Inc: I 0:D-11-063 11,29011 IMT;. 1:/29/11 ' CHF 4288 westronds Drive, x ,'�. � PhcnE (JOSdL71-1630 .Fez:'(305j871-1631 DRAWING NO _ c p �<L � 4.Eua,tl.Ae60oc4- West Palm BeQOh, FL 33407 3 OLTER A rd.UT J,.P.F. 4 11-192 P.E'3Ety ,I 14 DATE nD1tD Lx t 44167 6 SN"cEl a OF 20 M,�0 a VARIES 1.191• o'" j S• o o ua.; ',� 1200' o'L o o HV SOLID BLADE ®ElY UNIVERSAL FLOATER HV 90•/180' STARTER COVERED UNDER U5 PATENT SS58179 OUALIFlED FOR USE W HV BLADE 1 QUAUFlED EOR USE W/ / Q 14V [DIRECT MOUNT W BLADE V. HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U_�SE W, HV 6063-T6 ALLOY AND TEMPER EE LIMITATIONS OF USE OF BLADE ON SH c, 19 BLADE(I ® 6063-T0 ALLOY Ar7d6D Tf!dFER - 1 .6065-T6 ALLOY AND TEMPER t5a0'- 24• 0 ,085' 11 670 187'• . 6• H P. ,984• `t 0' n 072 S m s' 2.092' O IS HV ADJ, ADAPTER W tUP 2S 4 4'�, �t2 ' g' p72� OUAUFIED FOR USE.W/HV ®HV WALK-OVER TRACK 920 13Y ADJ. FLOOR TRACK BLADE 1) QUALIFIED FOR USE W/ HV `9 HV TRENCH-TRACK x55 7 6065-76 ALLOY AND TEMPER T QUAURED FOR USE W/ QUAUREO FOR USE W/ HV 6063-T6 ALLOY, TEMPER. GLADE I)ONLY, • 10�H RAINGUARD @LADE(D 1 6063-T6 ALLOY'AND TEFER: OUAUFIED FOR;U E W/1'W 6063-T6 ALLOY AND TEMPER VARIESc "� 3�8�• _ IES @LADE i VARt.936- 60163-T6 ALLOY Ak TEMPER d �.A83' 087' �_ 083' .9 198,' $ I .093'.'gg fn tc '•n aw •' �_ Aha_ 0 0' 6-0 It 520!: ti HV 14-WER/SILL ` 91 HV'GEI NG HEADER 13 Q IFIEO FOR 1 =W HV,BLADE 1 ONLY, QUALIFIED`FOR USE--V.' NV.BLADE�i'ONLY - 6063- AND TEMPfA"" QUALIFIED FOR-,USE w/ rsv BLADE a Ho WALL HEeDER/SIt- £ciiGNS D SEE SECTIONS FOR VALIDITY.' OUAUFIEO FOR USE W'/HV 6063-T6 ALLOY AND TEMP_. 6063-f6 ALLOY AND TEMPEP BLADE C,ONLY. . 6°63-T6 ALLOY AND'TEMPER "PONENT :A O. TF T2 L. f�X 1daL Y MN.tJ. tt2` 2' 0,125' it, Q 2" 5`W. 1/8' 1/8' 3' 3' 0.°90• 0 2' 5-MAX. 0,192' 0:192' U SIDE ANGLES CORNER POSTS QuarFIED FOR USE w/HV ALUMINUM ANGLES 2.5' 17'MAX.}0.150" 0,190' �,�1ED FOR USE W/4fJ BLADE_(17 QUALIFIED FOR USE W/ FtY — — t BLADE 7 I\,". 063-T6 ALLOY AND.TEMPER BLADE U ONLY: 2' 16"MAX.j 0.139' O.t37' 6363-T6 ALLOY AND TEMPER 6063--6 ALLOY AND-.,MPER I FLORIDA BUILDING CODE{Hon High Velocity Hurricane Zone tttrfxlr�...... (�.201t EASTERN METAL,SUPPLY,INC, tt1,1t ti4Z A....... �.�� � � � Taw A�S,S.AL, Accordion Shutter System iU O tNt. H.V.MAX#t W/OR W/0 KV,WINDOW RADE ./Xo:44j67 1 American Shutter.Systems TILLIT TEnNG &-ENGIkEERING COMPANY .rc ats:asPsioN 114tE oww";fin A.C. =3 H.w..nil sa a.3 5 I%-W.aCM FLOICA:31" A88GGIaflon InQ, ! OLD t 1 C63 1iIS wre 11/29/1 f Phew.,(30_)871-1530.Fci (3:5)871-1534 '4268 WestrO0d5 D6,6 2 DRAWING No '• U e- 1!vl1 eCa° m I.c West Palm eecch, FL 33407 s p.�'':"loRtflA, ,t 11-192 P, �,1 'I �\L�LI)A•fE tVLr-R A.110MV)44187 3 e SH2 F2 97 74 IU00 tka•.AD;,� Nov�ro e+wa 293' .715' I. °`3'�°' 9Ai•L0 FAN1E0' t+•-2o rJD r U rYP.y 1 _ $IARTED �!n m �1I RssrluMa .• �2 a16 L�Ass C74NU{A ssrnrma c-rt;,V t�zi(Ducat: (ersxws Palmy �..,,1 HV,sf.NTERMATE P1AtsDy UAiJFlED-FOR USE W/'HV BLADED ft ON 9'" 1 32 HV LOCK HV 'EGRESS LOCK 6063-T6 ALLOY AND TEMPER QURED FOR USE VI/ HV'BLADE(T& t ONLY °Q?" QUALIFIED FOR'-USE W/HV OUALIFIED JOR,USE.W/ 14V 6063-TS ALLOY AND TEMPER , BLADE1 &1 @ONLY. 1 & ONLY. QIIAUFIED FOR USE W/HY BLADE 1 ONLY 250'O.D 2871• 6063-T6.,ALLOY ANDTEMPER9161„ .516' 758' 92' FFASRC" � 0.a7i' .755' �J •� :(, o I n825` .1 360'AFTER R 0. W n,. 0 ��• "tL-20 xP3/4° EEFO,".RYETmG M �n QQ/,��/ .1.5. TliM1.EYX^ter _ 'r�t3 9444 AWt"Xi10(4D2x-rd nilaY)U.ROE FIANCE iN .922• =`�WSERT.PMT+,C820.AS UANU X"VED eY PLA!7 FRDNT EUVATM 26 HV IMINLE " p'. C '-! 4 558• CHERRY m(mN,FA MPKW.aw�Y a70S4 CR E L LOCKER FOR "T" LOCK'-CENTERMATE QUALIFI D TOR.USE W/ HV BLADE I ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK � HV ALTERNATIVE LOCK 6063-T6 ALLOY.AND TEMPER. QUALIFIED FOR USE OUAIJFlED FO. USEE W/ KV OUALlFlE FOR USE 1V/HV BLADE01ONLY QUALIFIED FOR USE;W/ HV BLADEnIONLY � EQONLY. BLADE(iJONLY. P063-TS ALLOY AND'l TEMPER .6063-T6 ALLOY AND 7EMPE I.Q77 0 .917' �6 t . i D T�nsssuRN.. Bar _ G A �� �ff 21 4'^� 41...;062 .,:114•'�.r ! ffi KEY CYLINDER. i� � 545' o. J z .c 0.875'Nln, .l2$'Olas, O 7AT 115E v/ tIV BLA Ps QLr FOR U3 W/HV 8 7 & + O a +'^ ti LLOY AND TEMPER' 605,3-T6 ALLOY--AND TEMPER HD va<.1^<'11a1. FIED FOR USE Vl/ HV=ELADE 1 A jo .•f-2255. 3!a'e'f0 111 6063-T6 ALLOY D TEMPER:TR_TW V84C91765.' .E CV.%S) xl/2r D93 0R KEY CYtiNREA..;../�.--_._LOCKING ROt)A * OCFTR USE W/ f T BLADE--0 ;6) HV /�_�_�. AtLADECCI �7 ,�4 — A AISI304. BY REGENT 11ARMYARENORTISE LOCKS SERIES 2333 HOOK BOLT I-Cm -T6 ALLOY nti0 iEuPER J �.�...���.�- �TION 54TLL REQUIRE A 7/18" H Tl IUMBSCREWS SERIES S.S. TNUM85GREINS QUALIFIED FOR USE W/HV BLADE,& (DTRACKS FOR PROPER EMBED _aT 0`IALIFIED FOR USE W/HOUA.LIr7ED FQR.USE W/Fr!BLADEW FLORIDA 6UILGING CODE{Non High yeiacity HU"lcone Zone 0,2011 EASTERN METAL'SUPPLY,WC, BEIRTHA /� q Accords-' hutter System 140, 167 z L C INc. A■����M■ Kv mrEp w/OR W/o H.V.%114 VJ BLADE American Shutter Systerneuv.N a s x,PncK DATE cR+wv aY: h0. • ,.r g��` TILL(i TESTING do ENGINEERING COMA.NY- A3SaciaROR Inc. 1 OLD is-CE.3 i5 fl= STAI' nP bas a:x: ranievs r�sr4 utas s /2a/Ea aorD t t 24171 PDM+ (305 WI-153D Fa.:(305)S71-1531' 42B8 Westrcads Drive 2 pr LDRIDA. �t`L,�` +ter.tR1.aecel. West Polm Beach, FL 33407 s DRAWING No m-e0Rs71D 11— 92 _COSI .. \Cti 111 Y:uT[R 0.nWr:r.P.E. 4. ?k�`S/ �1i2�/DATE n.OI00.A U.0-4187 6 SKEET T OF 20 SHUTTER ASSEMBLY SCHED FOR HV Q HV t t2 MIN. 0E HV BLADE 1 Qi 4 TO MAD P ®•. HV BLADE 1A '� i 1 ! FN aAnF4 S1AOE ,4425' .4525•.0625' �. HY LONG RECESSED NYLON BUSHING i ' nI o oP + ,QB25"tta75" Y HV!.SHORT RECESSED NYLON BUSHING Rt �, ^' `3 �i (r'?) Ly HV'NYLON HAT WASHER {D;OR 0 bia Ttnr .caex R1.7 so HV WHEEL CARRMCE ASI 302-303 SERIES f f f tt ; f,/Pzs 50• x 0.870'4%18"THICK,NYLON WHEEL y�-K , 2,7/87,14 '6.128'0.ASI 302 SERIES S$. RIVETS t 3t5'a CLEatR o3.a NDOW StRAROON r.TscO' t - .5625° 4�. HV 1 3/4"ACCORDION PIN Y!f #8,HEAD R EXTERIORt�� 4 ear s c .5 3is `d HV�2 3/4`kCCORDION PIN 1'tf,#8 HEAD #. 1 ^ .' X1/4 ROLYCARHONATE IMPACT RESISTANT H"VtiNDOty I 1YRicAL HV WINDOWAi ADE 6A AND POLMrs Y 9�e0l Y I R Al i� tiQTE FQR F E0 U/RE7/ENTS) ? QOR.® xc•P6GX,GkR,(q,tT tbtPA }' 1tESiSYANT wv t'tt4366i1, BAYER M.AKROLON 3103 POLYCARBONATE * r. T2'tu^H: r CE RESINS, UV-STAHIUZED„GRADE-OR"SASIC U to OuaE e9Tt INNOVATIVE'PLASTIC.L-EYAN 103 RESIN. (SEE`NOTE"E”ON SHEET 19). I ; .(l)-Hv- RN ,SHALL ALWAYS BE USED AT-ALL EXTERIOR v BOTTOM KNUCKLES OF KV ACCORDION SYSTEM 1st/ HVA OR aOLYCAABONATZ'SOURCES FCR HVBLADE, �' �Q! & SHUTE_R ASSEMBLY EXTERIOR NNW= Raw i" N.ii. Y •NY PIN Q OEXT ;OR Tri iR1 L2;tE2 nu a a may`.' ` .cw�i'wm (2)' HV PIN.@ MAY B_ USED IN LIEU OF AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 0Q az4 j algae's KNUCKLE. BLADE WHEN CORRESPONDING.TO INSTALLATION "ll", SHEET 7. (SEE.NOTE•FOR WT=ov m AM 0700 4nra 1ya' ww .AEOUIREMENTS) TM=Yma steam .A:1U eve 9.r P.•+. s.s10 Paz TYP. .ti, #�j r(,aCm 51Ra44N FT;mz' -wh 0785 12am.P.;1 13.100 Aw. SH HV PIN USED OR WE 1/O WiO. 1/16" 1199.THICPES.R WASHER X 16:04 Ono a 'm a,.1, 34w*"I SMALL R..E USED FOR DIRECT MOUNT fNSTAt�ATCOv PER DETAIL X, ��" `� " I E t� 8r_ss SHEET O: } aanun 1330 AM s:sa 18 aT-Wr 17 R_m/"s WHEEL CARRIAGE DETAIL "IN 30804 •7.2 x.116. EMASSBLY LAYOUT AM or ca0:21c A VU can c-i CAU C-1 CV=- 13T3 —" ps,'CHIM ASN errs 1040 r882 T lAM G,M 8cs.weso TN>F188AM 039 4701 PN 06*0 W -®LADE SOLD A I- Hv W Dow BLADE DETAI �cros2.evcxc FLORIDA BUILDING CODE Hon High Veiccity Hurricone Zone, rlt.rAti ...,,� 0. ttf �,y�A.7!(t' 2001 EASTERN METAL SUPPLY,INC. BE fRA-W, _E=-0iN�. ■ ■�■�■ Accordion Shutter System ha.Q 167 — HN '0i W/at w/o Kv.w1w—V BLADE 'dam' t American Shutter Systema r,,. cs�eRlRaaR 0An anA1"xar: A0. • j''� , .;; TILUT TE$F1NG do ENGINEERING COMPANY .0!.03 11-Ob3 6129 tt'all tt1�e tt Lpi; F tta .:... i' csss x,z.1x05.Sc.$1..:^ws.V,IGOA wRec�s•�1n. A�.3i16s ASSG`•FStgtlpn, I11C. t— ----^�� Phcne.(a08ys71-1530,Poe 1(ae5)871-t531 288 Westroads.Drive1 ZORiOt .11 44\ "-"0 wwa°y a^' West Palm Beach. PL 33407 3 DRAWING No Els,ALTER,�TILUT aT.P.s. 4192 S bk1R/DATE T1atM UC.14416 a 4 8f 26 NOTES ON HV I � 6 C 0 �• a Y N .. 8 i 11 A:7"tY T� . ONE HV.LOCK.GQ or O4 SHALL BE USED AT 1/2 OF,SHUTTER SPAN FO ry AN OR-12,"ABOt'E OR 8E0"11. 2 OF SHUTTER-SPAN FOR.SPANS-UP TO 105",AND FGR':NST iCNS T-ANY I ELEVATION,hV LOCK ct MAY BE USED AS AN INSIDE OR OUTSIDE LOOK.ATTACHED TJ, 'OR T P C£NTE?ZMATS W/(2) 1/4"0-20 x'1/2'LONG FLAT HEAD S.S:M.S.LOCATION CF LOCK SMALL BE AS INDICATED,ON rY;,CAL SHUTTER ELEVATION. � 2. PERFORNAN ^ � UPrTO TWO HV. L"Jn LOCKS Q OR .MAY BE USED AS AN I7+SI _ I LOCK.CONNECTION OF LOCKS TO CENTERMAIES® „-_ OR SHALL BE AS 7NOiCATED.'04 NOTE(11 0.B VE LOCATION OF'L N TY 4.M SmUVIER ELC , O"ONAL #9 Wun ONLY WHEN M& o=' ON#1 OR LINIZED M QATbW CON K CONDMON � .. LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION,BUT MA' 5 a �4 . P m r B1E U5 0. ;RE�H�AiQ�CE SmuTr£R PERF MANCE.LOCKING RODS�'OR'AwALTERNATNE,.DEVICE MAY A,LSC$E USER AT STACKING PCSITSGN (NON HURRIOi'tFdE f'OSITICN). SHALL 8E U_ SPAN ANO IhSTPLU1rON5 AT Et.£YAT7ON, LSV LACK ar. USW IS AN'OUTSICE OR 7NSt0E LOCK, 17 AITPCHED TO�CORNER;CEh'IERT.LAIE W/{2) 1/2'lOh'C FIAT HE/A 7Y:0�LOCI:ING all$ I AT TOP&BOi 7A SW1L.BE USED LOCATION OF LOCK SHALL 8£AS INOICATEO ON TYPICAL-SY.UTTER£L£VATION. RQGXYC_ MA70M.UM SHUTTER SPAN 8HA71 0�D^TERMth.O AS PER SCHtQULS SHOYdt CN SHEET 72, n 2 e ONE ALTERNATE HY.LOCK_.0 l+AY BE US<O I<"J'LIELI Or HV LOCK ga or FOR ANY A&AND {.� ��� q� ' �' INST TIONS AT ANI'ELEVAT70N.ADNATE LOCH MAY"BE.USED AS iN 1NSiD OR'OUTSIDE LW'K,ATTACHMENT Hap OF 1/4•o-20x3/4'S.S.THUMBSCREW TO Ct OR 4'CENTERMATES SHALL"BE MADE W/ 1/4b-20x3/4"ALUM. 6 0,. RIYNUr.AS SHOWN ON SECTION HIVE.SHEET B.;ONE LOCK.SHALL BE USED AT 1/2 OF SHUTTER SPIN,OR,TWO j Sc` LOCKS AT 1/3 OF SHUTTER SPAN. x5 NA+ ,'fDRf.CONDmaN j •jE7NE MauNnNG 7NSFAI+enDN4.� ONE hV LOCK`6 or'Ci or .SHALL 8E Ind USED qi 1/2'OF SHUTTER SPAN FOR ANY.SPAN 09�12'ARM OR'BELOYt 1/2-OF SHUTTER SPAN FOR SP,%N'S UP M1 I I I i I II I TO 96,AND FOR INSTALLATIONSATANY ELEVATION;HV LOCK Q or @=or,0'144 Be USED AS AN INSIDE OR OUrssE LOCK,ATTACHED To©.or a SYMMETRICAL CiNTERM.ATES W/(2) 1/4'-20 x 1/2'LONG FLATHEAD S.S. SEE —1 Ai.S.LOCATION OF LOCK'SHALL BE.AS VOICf TED OWTYFCA.'.SHUTTER.aZVAr0`N.USE OF LDC"G-ROOS FD'eD - 's i5'J e. CONNECTION OR 30P AND BOTTOM 7S COMPLETELY AUNDATORY. EHEMS ON SHEETS 10 tt IS M,FULL - ++ *NOTES ON HV 'T" LOCKS AND CENTERMATES: HEIGHT, OF CORNER av:s t. CENTERMATE ONE ALTERNATE KV T LOCK%MAY 8£7NSTbLL£0 IN UEU OF hV LOCKS OR 1S FOR ANY 5PAY AND n'� ( r•1100I'vSTALLATION A7 ANY ELEVATION.N. PATE LOCK 0,9 VAY BE USED AS PN INSIDE OR OU ME LOCK.ATTACHMENT 4 OF LOCM,E,{O7. INCLUDES.USING REINFORCING LOCKER-0•AS'SHOWN ON SECTION HVO,SHEET 9,YrriICH MUST BE TO*@5�^ Jr 3r?7�.( cn. CONNECTEE TO CE14TMMATES_O ., .AND W/ 1/4"0-20-x 1 1/2'LONG,S.S,THREADED-BOLT W/7/8"o K 3/32' WINGNUT OR W/ 1/4`a-20x1"S;SALS.'INTO At 5/&"RIVNUT.LOCK MAY BE CVSTALLEO AT M7OSPAEt OR 12' <8� �.0+: 'rte ML IMUM.ABOVE AND BELOW,MOSPAN..USEOF TWO LOCKING RODS 0TOP ANOBOTaM IS MANDATORY, *NQIES QN HQ LOCKS dt GENTERMATES:_ '1 t.,:ND LOCK 1 /RD�CENTMUATES 60 OR I62 W/b;ONE ALTERNATE NO LOCK(q MAYBE.USED IN UEU OF 1 S` U V HV,LOOKS.o OR 10 FOR ANY SPAN ANO tNSTA.LLAnONS AT ANY ELEVATICN.ALTERNATE HO LACK(a MAY BE USED AS AN INSOE OR OUTSIDE LOCK,ATTACHMENT.OF NO LOCM TO @ IS4/3 KN 3/8'F.H.`S;S.M.S,.AND INCLUDES • RBNFGRCE+.IENT INSERT a AS St70AN ON SECTIONS 1408-F1�AND HDC•-HVC,.SHEET 10.LACK MAY BE WSTAaED�'AT MIDSPAN OR 12'64WUUN,BELOW OR ABOVE M7DSPA4.USE OF LOCKING PODS,a.is COUPLETELY,OPTIONAL. L f A on. igh Velocity urricDne ne Ifj71' A.T �•,� 02011 EASTERN METAL SUPPLY.INC. // BERTHA-�-- 11L EC®�n�, A,S�ir9'�A� Accordion Shutter System J11H.V,SLADE#1 W/OR W/O N,V.W:NDOW SLAM i Z. Amertaan Shutter-Systems r \ TiLLIT TESTING& ENGINEERING COMPANY_ „•a. 0ac anoN 0A1c ouc+m 6r A.O. �:,•• OF ; Association, Inc, 1 OLD 11-083 1l/2S/it OAtP; .11%29/17 STATE \ o3S M.ZeT-S.-St..3M YMXA CSA:m%n".0A 331 ES \ anme (405)(171-1530.Fu t;(3(15)671-1531 4268 West%oeds Drive 2 DRAWING No d- zb,B.c:cGeot.ccn West Polm Beach. FL.33407 3 r„A': nK7ER A.TRIJr Jr.P.E. A 11-192 RE: >sd'/Y�}r1U!I"L'�4E/DATE F ORDA U: a 44167 6 SHEET 20 'rFE�E ANCHORS POURED CONCRETE PDURW POURED {SEE SCI1mULE ON Re CONCRETE CLOCK COKCRETEcoll; REOIHRED t CKNE.3/4 S.S. SH£Ef 13) CONCRETE ANCHORS /JACN/ SCREWS REOUIREO, } REQUIRED O rgi (SEE'SCHEDULE ON W/1./4 120, CONCRETE ANCHGRs 7 1 B Evsia.:(%t uouxnxcaN SHE"7) S4EEt 13) NUTS o t2'D.C. (SEE SEHMEE ON SHEET 13 tR.^ EO; FA I 7A 4HVIIEaSOL EW5 S.S. USING la/C'-23 NUTS E i Y` /1'' �I I ssD'Mri:. f - J ( oR 5 1(13 at 15 2so' Mav, dot. 0. f `--'aPnoNu ;I mv.srAvanv � I1 •., 1t vt sEct t o ♦ -. MIN.5£PXL4nC71 To CLASS L.1eil — I �,t 1 AOR ° EX�NO_ -"-(SEE SCHEDULE GIN SHEET 11)�"` S L EIOSTLNO g,.,�m&� ' MIN.SEPARATION TO,SjASS Cia55--i "(SEE S,-HEOULE ON SHEET s, , OUSTING' GLASS �W WALL HEADER INSTALLAIDON A' 4V WALL HEADER INSTALLATION HV'WALL. HEADER INSTALLATION 4 KEYSTONE E70501tG �M@l.SEPAW104 TO CUSS ) cuss-� 1 OR �A♦ I —(_E SCHM- ON SHEEr t1) _U I my't (YL 1 Q.y i MIN,SEEPARAnON',TO CUSS I 1 t ASS `(SEE SCHEDULE•ON SHEET 17) EMSTINO ' ORnONAt i 1 I. g CTASS---: /� / p r i /a• Mac, ^..PnDKAt ';f �, / 's•"'� ..t',.'3 LR Ea an i I fivo 20 S7 S S.S. M�•. ~J EO Eo PH6llPS TRUSS NFAb t%0.'d_20:3/4'S.S-PFeUJP9 I MACF(:NE SCFE54S USNO CONCRETE ANCHORS TRUSS HEAD MAC19K£SCREWS ^O:YCRETE.ANCHORS .`! 17�i18 �1, r �5EE SCHEDULE OH W/t/a'-20 N'UT'S O 11'O.C. L„ 4'-20 NUTS a 12'O.C. (SEE.SCHMULE ON SHEEP'13) Mn, POUREb:COHCREiS .. T 13) . POURED CONCRETE_J OR CO"E1•c.BLOCK CR CONCRETE SOCK �NCRETE ANCHORS P£OUIREP WAa R`-aG' 0 p� HV WALL SILL INSTALLATION (SEE: GN F HV WALL SILL INSTALLATION POURED CCNC.RETE SHEET 14) OR CONCRETE BLOCK MALL REQUIRED EO HV,WALL_SILL_INSTALLA—TION N07 IMR COMWIATbN OF 5=an°NINSTALLATION DETAILS W_/ I-SEE'SHEET a FOR TYPICAL SHUTTER *c D..EDGE Oi m%;E ee- ASSEM Y ♦_EEUM:A7lONSOF�UEx-FOR� 'M HV BLADE 2-MOUNTIKC SECTIONS CAN BE C01/B'KE_D (SEE SPECIFICAWN5 i7t7 SHEET 73} BLADE ON SHEET 19 IN ANY WAY TO SUPT AW Iti£TALI OCN. -- FLORMA BUILDING CODE or, High Veloc* Hurricane.Zone irt7p 02011 EASTERN META.SUPPLY.INC, BERTHA TM cEnis" ."�� A S A Accordion Shutter System ■ . . ■ ITV.MADE#1 W/OR W/0 KV.WNWN MAIE TFLUT TESTING..& ENOMEERING COMPANY American Shutter Systems amwn" DATE WA%'sn Ac. f 3 eiss x�. ci s s a acs.i n d c+:ao-2+s neru..:sles Association, Inc. t CLD 17-OBS I T129/I t MSG. T 1/2911.7 -D ThTF flF Q 4298 Westrcads Drive. x Pxaa° (soa)a7t 1:W P°x:(3osTs77-1s1i DRAINING No 9�F •FZORI t^ °-m°FH >>19'"' west Palm Beach, FL 334Q7 11-192 F It WLTER A.TLUT Jr.P.E. T CFDA U.1 441457 S SHEET P.E"' �b41R�/DATE a OF 20 PWR?D CO\CRETE A4CFLORS w1 56NLIiW��(I �,^�+ + 1 I tiv.SLeMJMv EE SCHEDULE ON SHEET 13 ro UdS C•a p' -�'!OR '!�' T,(!j CQNC ) E%i5rING i m 1 SREG EDS CF '�f ti' m W t „2 �SS—i wa tm�t m. r —SIF 'CN 91W 19 Fat rs mua npPtacrstt EAST @a� f "MA S1 A^sCtiOR � r x� i i� t 010X3/e.HEX WASHER HEAD h 3/e NH. frac scR Hs o W o.C. 8, / F 5t 3/° N CONCRETE'MCHORS IF (SEE MiEWLE-ON SHEET 13) t ' arPucaale t I` EDGE or, ' EtaStr,i3" ; E=OF •, L� � Sue.IF OUSS---S 4' g f `I/2. t E000 CF APPLICJSLE.., i APS$;CaBLE ,0 A:. SUE IF MT ft:V.COXCRETE ANCHORS roaFsr m p �, AFPLVSLE . POUR m Q•—_ 1 cO1POURED� j may ygj g, S _ CMCREtE (SEE-�+44cTiULE 41 SHEET ta) rf•11.Pst t9A:£QjA14.y S .POURED-/ ., j.*.'�WREO &LAT HM CONCRETE ANC4DRS jEonzo : w ww t9 a 1 OR CONCRE E. (see SCHEDULE ON sHEe,1 ay m�� I REOmRED. E e; o. 11 :TRENCH INSTALLATION TAM ONLY FOR UP TO +70, -75 PSF A.S.D. HV FLOOR INSTALLATION F Q HV WAL —OVER IN TALLATION DESIGN.'PPSSURE RATING'&FOR SPANS PER' L I' - - SCHMULE.A3;SHEET 1'1' aSnNJ L�—� CONCRETE ANCHORO - C;lS.9-•,j ItN.frltaula• O i� .(SEE SMHMULE DN 1/a'J'fRY DLEBOL T L— a SHAT 1 ` sait lljj a +,�y acSEXPN M5S0A=- CLASEXISTNG. C^-'—1 Fc5TRiRtdA7t6 iN.l'Wrt/A4+VWiPcaCSe3w6/ I O CLASS 1 , 111 1 I Mc stWalrai.m _ f.3/V ILL DdkA@!T O 6' t J(ffi SSC tAl 01 III '+ 1 pC.Fdi.UP 1°'5-°•SMYAO. G 1 - a nc'FOR SPANS,MM TM 10." I 1 t( 11 i tdN6- t7 {R?:y-CS=Y k0;E-It ON 98EfIt 3 3'ti D' ,, I1Ca3f4•HEX c ,9 1 nILA"T POO XLtae i3. r 11ASN:R HERD + Owl.SCM AW r -ci S 1tN. I ri TEK SCFC4 �,sx3/4' HEfi'HEAD,_! -©17. Tai Sears a 0•O.C. COitcRETE aecHORs 6 3i 14x3/+ s.as: (:_ ss ILS DR r/4'C-2O s.s.a.s. �I I x'. ti£ N=+Q.0 O J,Nvrs . T Yt/ (SEE SCMmJIw ON 1 C 9'0.C SHEET 14) EXIST"MNSIRUCifYtAL r4?i 17 DR 18 r/2•�.Wit. t j 200 WN HALT.TAU( TnS ' 60C F, `c -17 18,01. 1 {/ �/ it Ata.s/k'F.H.S.D.S. r Lair !' MRS)cas x 1 7 6'y�+--i 7/e�l' APSFLJCISEE. -.CONCE ,E AN .SEE NDTE 11(b) \\ _O 9.O,C. �"- rJ D POUREC COIN cETE--a (SEE SCHEDULE ON ON SHEET f "OEC PbTE,/�(c) r r ' f / // POURED CONCAECE ON SHEET 7- •• ,i -_• D;-. CR-CU:: .DLOC+f: SY.EtT 14) OR COaCfiElE eLOCR RECIVA O RECU-qm KEYSTONE MOUNTING INSTALLATION OPDONAL-J PWR£D LAx.*l.Jt Asa eE_w+PaCs<�.+°�,-;-a caLcaErE. � ��, d HN WALL WALK-OVER INSTALLATION k,,,,,,3~fJrra.�AR°•-0• REQUIRED J HY RAINGUARD INSIALLATION t t(>� A OF-eFcnONs• • RTCIVABTjiLn F R�F'OLPoWtEO F _CCE DISTANCE. F,DjprcJ,jf TO AN"GPEPADLE:XiT + SEE wrAncus of USE FOR ,-�'SHFET 4 FOR.TYPEAt sHuTTEa (SCE SPEW OR GN SHEET,3, OR ENTRANCE BLADE ,A ON SHEET 10 IN ASSM&Y STAL'LATION DETAILS LS W/ M HV BLADE 2-MOUNTING SECTIONS CAN GE CVJB:N--D N P.;TRAY TO sun ANY LNSTAU.ATWJN. ,,,,,..,,, T FLORIDA BUILDING CODE Mon ligh Vbloci;y Hurricane Zone, +11T+�(� � (02017 EASTER' UETAL SUPPLY,INC, BERTHA "VT. �P v�GENg6 �� -- A S S A Accordion Shutter System /7,L ECo �a�. t. KV.9ADE:-#1 W/OR W10 RV.�NNOW MADE tf f "r: Amerlcan Shutter Systems EV.N 1IMMMtON . DATE NRAN2t RR A.G. tr1T �F i TICCIT TESTING & ENGINEERING COMAssociation, Inc. 7 OLD 11-083 ii 3311 DAr. 3t 29/11 Q:tiv' 633 NIL 3!,n s vjL vga l tAnm,n n-A 5,ilsti = 0`'., P,rn• (WS)571-1530.-Pa.:(305)971-1531 4268 Westro03s Driva a DRAVANC No moD ut-7aaw19 iom West Palm Beach, FL 33407 3 ♦ �f +&IM A.rRUT Jr.P.E. I—192 TLCR'OA Ua d 44187 S SHEET o E. S'EAC/9lGFffATURE/DATE 0 7 OF 2 C,. NDIE ON-tOMIG fWS®.+N LOCKS®Or OUT IN EXISTING sass INSTALLATIONS W j 1 HV * AND—1-TE w LOCK Of%1EE`s. BUDS SACK MAIL KW IS vw Fan ALL BLADE Wj HV CENTS MA ES. conTRWTES.,OPLUATION WrM 61,Azto --_5 E END WALL CONNEaIGN i ,fl {{�//�����p. ©.�� E*STNG GIS --- ---._._ ------_— --, ' — ---.----------- -- --J 3 1/4•. 7- (0063 e il�" ?' (406-S6 ALLY)^ '• -OPPOSING ACGLE w!(z) Baro TSN i t/2• ��•� SYMMETRYCAL " ca,,RLmi CET TES G�/sorr 1 m- sT:era/�'sN.s.o.tr CE S Nae, +w.n4N (+)TL ora/2'SACS:to*SrI 0,c,FULL L4 ^si. K � r ro 4T:E;4t2t AN tom) tsEE.s rLEctliE oN SN 11) 6 1V (N i o���.6 • � �e �, � -I— � � OUT _ * �,_____C ,D•�a*©�0�0•0� SVA H � �xo.oaQ�,fl .@ — POLIMCONCRETEOR . ,� EXISTING GLASS RAE NG. '�. SYMMETRICAL. — !N (6 �.'�� � -`�`— cuss S 8, �"�•� ' «srory CENTERMA S a., 8�8 . Nr• GLAL0.Tte.• r�.... ————. —.——! LASS b } V. OAR4NnL �' �` O (SEE OSCNHEOULE \;J\ fF ��'.�- * .INTERIOR ®•�pq®`® aN SHEES MIN,SUTARATiON TO GLASS , (SEE'SCHEDULE ' —N - _ — 4I ON SHEET 1) (ryTROR) _—_—_ OUNORETE 5 At RHQSORfi 8 M xi ryU I a :K w � .-{•j 7y a'•A•�,. L T B L/2'AINL StA!'.K OUT '-! t«,ERIOR) HVE �J C7 HVF** HVD FLORIDA BUILDING CODE'{Hcn High velocity HUrriCane Zona A,YlL, �`=- ®2011 EISTELLt NETAL SUP?LY.lBERTHA TM A A Accordion Shutter System 1 L E -- C O ,N . . . KV.IXAM#1 Wr OR W/O H.Y.V),NDOW BLADE f American Shutter Systems DESCRATtrN GatE c¢.xt er Ac. TICCIT:TESTING rx ENGINEERING COMPANY Assoolat3an, Enc. ntn 11-0630 111 t CATS 11/29/11 o`. c` Pnnnn wn5)BTi-ISM F. Vos)871-1531 4268 Westronits Drive :'. e mail:tMOCCOO IAM West Palm 8ecch, FL 33407 3 DRAW NG No =0,c�•.FCOR1Q,.����tts rtiTMr TLLTrJr.P.E. • 92 P.E.''SES�C TAE DATE nesna Lx Y 15181 a SHS T F 20 J ALTERNATE INSTALLT " " LOCK HY MALEZFEMALE -l" $ 9 CKERS r22 W1 i HV 13LAp > . NWEcnom DETAILS aN sHrFTq.to-& YR INSTALLATION HV BL40E OUTIN �'� taAttmwat azLv mr.orvurro'On sacr e: W,/ HO CENTERMATES ;� As w u 0.5 Lk%NV .FLMTLNO pp^(Q{OE HINT-H4T7. + ",®°P©.�'"l°J�•®a MICAMDON THIS KEET.MAY 5HOW'=wfM M1A ALTS"18 r,93 21M, SM END WALL CONNECMDN �fJ87-48 tilD1J AItV. ,�r'71IQ{'dam' � sie• al '` 3 Y` 3 x p)hc.rlr0s�0s.°ra�ne Hoa/a•S-.S.otY------------------------------------------------n'P1r�wy � - t1)KV, � IOPTaw1J---- . t:FW.1Fti6M7. ----- 3 uud7rwcm�I I IN (*).Hv. IN naac3 Hv ^r" 0 M(M'a ]�.. P c1>NPa LOCK.(INSIDE) j 5 9 26 i �e d srd,. �• Ll- 3ou-T 37 ox �* 13 31 pA 3�2 31 as 31 cafl =ss rote a FOR wl x 2 1/:" m-20 x'7 1/2".S.S.M.S. ® W/ 7/8" 'x 3%32" WINGNUT. (a n Noe-Nye ouT DC-HVQ LOCK,av � " -f � SYMMETR(AL ND C NT RA(A R SYMMETRICAL Hq:CENTERtdAi� i�O HV'"T LOCK (OUTSIDE) 2 * W% 3Cl�-'LCCK (EXTERIOR) WJ. &'LOCK----UNTERIORl- '('MMM 0444=W1 -A t2a]a-T3 AUM)La4C nAKC IhiN °�®`^`J'©°1®a�'®°a AS hNi PARTM M AY�L 011MRUY wacm 6]651 rn EOtut_ ------------- �masns+c"nn.�.e rvoe®ecru rm_Mo rs vun raai��:edvara�rnxwrfixes w.�owe O- IIDQ—HVD�s FLOATING STACK FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane.Zone' 0,011 EASTERN METAL SUPPLY,INC, BERTHA HW E=NO ¢�67 [I. E��c � A,S,S'.A■ Accordion Shutter System H.V.RADE#1 W/OR W/O H.V.WN70N RAM o'•,t,''IATE'DF ;- 4,`` TILLiT TESTING & EhGINEERtWG CONPAAIX: Amt3tlCcn Shutter $yst®ms N,x• ncscmanox aATc caAVH sn •a. • 3a,;��'F1 easy NA 38's se.s<,I=VRMIP.arvoae�s,PL^rw6,:3iC6 Maoclationi Inc. 1 CLO 11-m 11/29/11 oo._r i 1 2S t 1 ± +r-�- Prtere'r(0 8]t-1557.F..:(366)871-1531 X268 Westrs�Ods Dsive 2 DRASNNG No t;¢ece:ca.eam WeSI Palin Bench, FL 33407 ] S`s(ONAI��11� la_aoas],a 1 1-192 /trail..W)' Y'FLF4LL`A',LT @g is I R S P.E. SEAL/SIGNATURE/DATE e SHEM 9 OF 20 �\ POURED CONCRETE URED CONCRETE POU POURED CONCRETE OR RED CONCRETE CRETE CONCRETE CR CONCRETE FLOCK WALL REQUI.RM t at=WAti R£QULAW ,,,^^^----- --- CONCRETE SLOG%WALL CLOCK WUL REQUIRED / REWIRED EXISTING GLASS E%SSikyG QLASS 2'tALN _ £xlsnNc;aLrss CCMICRETE NGHOR'� /—EXISTING CLASS 4. ~-.- t a Tb"fox, ..L..._. T'� 1T Sisi.WARAUOY. �. '�? T TO 01&S{SEE WL SMAVIDN 'NLN.S�RMPIX3 i VN.SOPARCM / S010'rS ON fi•E£T I �11 to WOE a)A610I �- 10 QhCS M CLASS(SEE ION FOR E0 v E0 S:ISU£ Alz ON'SNL_TT tJT6'wl''MA%, �glepE5Qdc.SAW, to �ON t-Y'..c.T 1 FOR -I'M t/2• ON moi'19 f�OR 11 FOR 8MEQAV' {Qv93 TQ)CO.�T,. ON SLEET is OR RLTSNS,CLOSER ..I / 1 mss.®k.- T'�'"'" {A&p '[LOCATE AT �. MA M©&Q� PIATE LOCRFE' 1;/2: -_ {J FJTH,faR stDE .AT pT .R SIDE '1 i 11 6F 5} ,/2 AM 2'MM AP {AS-APPL AHLEjx2 zTig XO•^2• ALUMI UP AhOLE O.C. _ , ,{EO£3 T6 4Yj A7.MrJ.H Ht a 15 os... - {s)lTaTf'1SUS To.(!)& T �=S ANCHORS TO . �:•� SE£OETATL%F0 � MINER A7 m .C•9 OCA7E A2 OR e 5 SIDE CON, TTION 1 OR nTHER SIDE QF - SIDE OR SEE DETAIL X-MR OR &• Tp TRACKS � ,t� 510-,CONNECTION }}�}} dapp✓ SDE C E nFpaN 4 t# © ®,;©.� a 6.Qa S I�0•rL}a to TRACKS .. 6•7-E 1 l'*J+v't7'"� �.'1.1•®" .TO TLtACKS ! "�'� 'iym QG •�"�Y U$ ® �•0°�'6 °k fjyp�bNN G7�QN DE CAI ENq CONNt:CTtOFi DETAIL t END CO NECTION DF T dun rnNNE TG ON DETAIL 2�} -A RE UaM OhLY;FOR".SPANS OREATETt.1)"1V-Q' . 4t$R£D CONCRETE „_ D13AN 7.;� /^ STttiG GLASS CONCRETE SLOCK WALL _..._�...�_•G.� REQUIRED J2 SSA. y ? s_:_z_-• . �` 'v, .'Tn .G. .aaE SPT Thi 1 •I—.__.._ - f'OR$ oROR tt F.'%i� @A•a CO CRETE, IJR•..MIN. Soitmul£ 1 EET ”`"' E mt�pto Isaacµ 11 FW A\ P.^a 4 _ J{ ON 19 f __ 1 Y OR� CONCRETE EO 5 Ei� & ANCHOR O -_ Tfi•O.C. I 2 M1N, � d •_-_ 4 ('- _ _,2LY..}^?1.._ - '- B OR @8 pR 1 OR £ •►S£UM Ar tN5 CF uSE FOR ('� . 2-SUN. - ,2'MSN. ELAD£' A. , SHEET S9 1 QR' QR 1 O 0R i - VIEW Y 5 11 ID OR �f" PLAN QUAIL Ott a�vv 8�- V'�J`KY" D INSTALLATION POURED CONCRETE OR' GavcR•:TE eLoclt WALL (D 0-' -0.0.0" 1) HV- BLADE OR. V W DOW BLADE IRS O QUIREO CQRSCRETE OR —CONCRETE BLOCK WALL. C C7 "® d " �_ �.® 1'LDBIDA BUILDING CODE Nan High VdIocity HurricOTTe Zone 020II'EASmm Mout.SUPPLY, BERTHA ���tfl/I/IIP ■�lf. Accordion Sutter System ���. �:0 ■ ■ w w. KV.MAX#1 W/CR XV/0 H.V YRN0C&V MAX �td .7 American Shutter'Systems. ,N ...c:saaanaN uArc ceAvx ay As.. TILLIT TESTING & ENGINEERING COMPANY Assaciaftcn, Inc. I CLO.11-063 II ze/I+ are 11 29/1 dM*%Mw sa u v.m, 00L-.+s.aorta&:socG t26B :5esttai ds Orivn .2 DRAWING o'• �__, *` PA < {a05)E71 Leap,fa:,t}a57a71-Isar DRAW h No e-mc w^tieem:ci,com ,Vest Palm Seach, FL 33407 a 11-192 wuTM A.TLLITTljn P.E. a SH 1Q uc t 0 R ''i. �TGE' 1lAfE npRDa "Is? SCHEDULE 41 SCHEDULE 02 SCHEDULE A3 NAAXIMUM SHU7TER.SPAN 'L+';OR "L-" MAXIMUM SHUTTER SPAN*°L+" IAAXIMUM SHUTTER SPAN*-L}- (ft.). FOR INSTALLATIONS W/ =MEM12L OR `L-" ft,) FOR ( ) INSTALLATIONSIpttc tenq]L�c[etin ® (/ R "L-" ft. & or or. INSTALLATIONS W N ^,�, ETRIf.AL CENTFRM ti,• CONCR£T£ Ftp, WOOD (1)L+:MAxIMUN ALLOWABLE SPAN FOR.A GWEN W1 ONE H.V. LOCK '0 or. Qy or or W/ ONE HV LOCKS MAN$ORY POStT.v£A.S.C.DESIGN PRESSURE RATING. HO:LOCK t Vdj NO LOCKING RODS ,cr ONE 1iV lSSCK- or :or t� t MAX.ALLOWABLE SPAN FOR AGIVEN NECATNE OR W/ NO LOCKING WALL. A, 8, C• D• E• M, N, 0, P, 4; CENTERMAT£$'.t &®W/0tiE HV 1 W/NO OCKINC RODS A.S.D.DES CN PRESSURE FATipC LOCK®%Y/TWO LOCKING.RODS. 55 TOP& (SEE NOTES Ltt) OOS MOUNTING F. K& L R. S. &V, BOTTOM rSEE NOTES (VALID FOR MOUNTING0 (2)PROCEDURE j0 DETERMINE MAXIMUM,SPAN FOR SHEET 7) FLOOR/CEILING G, H,'T. 11,J T. U, W & X WALL MOUNTINGS(TOP/BOTTOM)OR FL608/CEeJiiG: CONCRETE&WOOD WSTASLARONS 0 CONCRETE&WO00 CONCRETE MOUNTING - ws;.o i Asa ccs mu r.i As'o'3cc46 I 5 & M GrVEN A POSITIVE A.S.D..DESIGN PRESSURE RATING,. PM1ESAIRE WALL MOUNTING "DR/CE61NG MOM WALL MWNnuG. Pxrsn+c DETERMINE MAXIMUM SPAN,L+`FROM SCHEDULE:' tures taIND &� PATI= Rma/em3 R uarilnG -MOUNTING GIVEN A NEGATIVE AS.D:DESIGN PRESSURE RATING, (o Re (a+r.) flLgry/tJ.tut:C MOIWtIYO (aAl.] OR C.ai-) (+on-] (s:Ca-) ftOCR wOUt+ONQ IAtt � DETERMINE MAXIMUM SPAN 1L-*FR04 SCHs.DU'�. L+ L-01 L f$) L-D'J. L f (9) l III L L") L+(R) v MAXIMUM SHUTTER&RAN 1.:w'OR'L-'FOR 30 OR,LES' 7C-0' 16'-0'. 18,'0" I6'-O" 30 76'-0' 1fi-O' '30 t6'^tl' f6'-0' INSTALLATIONS INTO WOOD-SfiALL EE UMTEO T0. FINAL MAXIMUM,ALLOWASL£:SPAY IS EOJAL TO THE 35 14-10" 14'-10"' 15'-2' 18•-0" 35 t4'-IO' 14'-T0 35' IS'-2 18'-10' 105 peL AS:D.O:rGN PRESSURE RATING., MINIMUM OEITRM,NED SPAN BET$EGY L} AND L-', f 40 13'-1o' 13=t0' 1V z" ,15'-2" 40 13'-10• 13•-10" -4.dr 14'-2' 15'-2" (3)PROCEDURE TO'OETERMtNE MNa41UM SPAN.FOti 45 W'-1' 13'-1' 13'-4" 14'-3" 45 13'-1' 13'-1' -45 13'-4' 14'-3' t HV CORNER CENTERMATE§S.MAY BE US..EO•AT Al COMBINATIONS IN BETWEEN WALL MOUNTINGS 50' t2'-5' 12'-5' 4Y-8' 13'-7' S0 12'-5' t2'-5' 50 12'-31 13'-1" MOUNTING INSTALLATIONS.LOCKING SPECIFlEATIONS W/FLOOR/CEILING MOUNTINGS: .55 12'-1' 12'-11" 55 .-55 I V-1' 11'-11' SHALL SE AS.INDICATED ON MANDATORY CONOtRCN§2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 71'-+• 11'-4' V-7•• 12-4" 60 Ii'-4' ts'-4' 60 s0'-2' 10'-t1' NOTE If%Sxmr 5. RATING( 55 10- 11'-1' 11'-tf` 65 i - -9' 65. 9'-5' 16'-.4" - DETERMiNEt 70' 10"-8' 10'-G' 4tl=9' IV-5' - -- Lt+- .SPAN FOR FLOCALL MOUN/cMI NG 1NSUL:tA'DONS: JD t0`-6' tO'-8" .70'. $'-9' 9-4'. L2+a MAX.SPAN FOR.FLOOr<^fCEii.Or'G ddOUNRC:G ' 75 t0'-i° 1O'-1• 10'-4' 11:-1' 75 10'-t" 10:-1' 75 8'-9' ttEXCEPT THAT W.AMIAM SHUTTER SPAN L+'OR INSTALLATIONS. 80 9'-16' W-10' 10"-0" 10'-9' 80 9'-.10" 9'=f0' .L-'AYD M-3aYU1d AS.O.D-_—.NG PRESSURE RATItw FOR FOR A GIVEN NEGATIVE AS.D.DESIGN PRESSURE 85 9'-6". 9'-6' 9'=9" i0'-5' 85 9'-6° 9'-8' IN INTO CONCRETE.OR CONCRETE 11=10 RATING: ' 90 9'-3" 9'-3: 9'-5" 10-1" aD 91-5 9'_3• SHALL BE LI TED AS FOLL4NTN51 ' •CETERMINEt 95 9'-0' 8'-9 9'-2' 6'-10'. 95 9'-O' 87-9" 1- CONNECTIONSTO-KEYSTONE MOUNTING Li IA,AX,SPAN FOR WALL;MOUNTLNO INSTALLATIONS, 100' B'-9• 8'-4' 1 9'-0" 91-7" 100 81-9' B'-4' UNITED TO +64,-72 P.s.1.AND W-13"SPAN, SEE V MAX.SPAN FOR'FLOOR/Cf2LIG 710UNTCNG _.MOUNTING'tA ON SHEET 7. INSTALLATIONS. 105 B'-T v-11` B'-9' 110. 6'-4 7'-7• 1 8'-7' '9'-2' 110 9'-4' 7!-7' FINAL MAXIYUM;ALLOWASLE SPAN 15 EQUAL TO-THEE 115 '8=2' ,T 8' -3' -4 8 tl':.. T 1i5 - 8'-2' ^3' MIATMUM Bi-iWEEN-Li+', %2+',LI=•AND.17 _ 120 B'-Q' 6'-„ W-2" 6-9": 120 a-0. fi 11" SEPARATION. TO GLASS SCHEDULE- (4)GO'TO ANCHOR SCHEDULE WITH FINAL MA M fl " 125 T-f0' 6-B 8'-0" 8-5 125 T-10' 6'-8'' ALLOWABLESPAN AND NEGATIVE A.S.D.DESIGN-. 130 7'-8' '6'-5"-- T-10" .B'-1' 130 7'-8" W-51PRESSURE RATING TO OETERMINE MAXIMUM ANCHOR t35 7'-7- e'-2' r-s• T-9' 135. 7-7' W-2- ZONE MINIMUM SPACING.s-z• SEPARATION 140 7--l--S' S•-I I' T-T T-1. 140 T-5' V-11- . ASTM E-1996 T 1. 145 7'-3' 5'-9' 7'-5' 7'-3" 145 7'-3' 5'-9' 10 GLASS 150' T-2' W-7• 7'-4" T-0" 150- 155.._. T-O.,LL 5'-5" T-2' 6'-9." ) �RU 3 160 W-11:" _ W-2• T-1' W-7" 160 W-11" V-2' 165 6'-10' S'=(' T-0' 6'-4" 165 V-10" 5'-1' 170 6'-S' 4'-11' 8'-11' 6'-2" 170n-9' 4•-1 i" 1 175 . 6'-7". 4'-9' 6'-9'� a* u 8'-0" 175 - -9' 8' 4%-8"185 _ Q.LA D E 180 B'-. 4-8' .8'-8' S'-10' 180 .8V' 4% -8" -8" 1 1 1 185 H8'-5' 4'-8' 8'-7" S'-8" 185 •8'=5" 4'-8° f90 I6'-4' 4'-5' 6'-5" 5._ES 190 V-4" 4'-5' 195 6'-3" 4'-3' 6'-5' 5'-5" 195 6'-3' T-3' 5'-3` 200. 6'-2" 4`-2` 205 1 6'-1- 4'-t' W-3" W-1" 205 .6'-t" 4'-I° FLORIDA'BUlLDING{ADE on Nigh -Velocity Hurricane Zone, ttit ..•T1447- '02011 EASTERN METAL SUPPLY.`INC. ,���� \GfNSF:,•✓9=; IM Eric BERTHA�1T. - _ 11 L E C O ra A,.S,S.Q� Accordion Shutter System 4,0 H.V..RAD:-'#1 W/-C;w/0 H.V.W,NOO,N RADE . American Shutter Systems Lv.N GEUMPnDN DATE, cp,.we 0i:Mow./I.G. G. � '71LLlT TESTING dL ENGINEERING COMPANY"• Alc OF t;`�y` rias a.e,,w.si.SU.xs,v .¢weevs.ro-sA uaee Association, Inc. I OLD 11-063 17129/1Date e�� PAme {aDs)9N7-1ao.Far;.(303)971-1531. 4268 W'astmads Diive. 2 a-mck tat.-- M 11-192 l.-M Wast Palm Keech, FL 33407 3 DRAWING N0 =SFS G� IL Ea-=? s/DNAL�`a1j11 HALTER A 9LUT.ar.P.L. P.E.y5 "/&IQYr7(�ORE/DATEOD+uc 4416' s SHEET 6I I OF 20 SO SO C-4 wIQ la LA4 Ny z Sit W.-li, Om 4z D 1w W ; Z Z rn cc 0 JIM 6d Cal 0 0 no. LZ T I W >Z > 3-f N 2100-1-1--M-ro4 I'd 1 n'I I m I I t+( I I n I I I I I I I I I I oil 1 1 l Ili t I I I t I I I I I I I till 1 m ------ ---- c pp E (L - -------- --- .................. ............ ji Rmmmmmm mmmmmmmmmmmmm mmmmmm colas mmmmoc........ ..1,1.14,1 v IS ' ' it III I lilt ' ll 111411 1 illtl — 1 I 1 ' lot 1 1 . 1111 . 1 1 1 S I t i.1 1 1 1 MS . 1 1111 Ill It Ill 1 11 1 1 1 1 -------- --- I 0 Sol.0 1 4 Slow 3 w p 4 I S,l 1 I n l l l l /1 1 1 IS IS . . . I I I IS . . . Ili I it I I S I I Sul ..US.SO Sol.. t 1 4 1 1 1 e 212 9 13 -R 21td�- 5!R--1- 9 L - —-- .. p 13 1"Il. 6L lit I I I I I I p.iflpj ;L 21 z t 1:tit 1 z --------- 1;71!;-1= 0;- --1-1 I----1 - ----------- W A- 1 n ....... . . .lot I I I M 1. . 1 114 Sit I IS 5-ale 2- !-2-e-2 za zi-2 t.1.1 112- cat -------- Mn ................j.. ... . . . . . . I . . . . o 1111 I I loll t I I S 14 11 1 . ..... ...... 11 -11 , IS , (nn, -e .mm Sol Sol.W.ww..6 C. ............. .. ............... 9'2 229222-9 1 . . I I I . . I I I I ----------- tlt;t 11+ 1 1 1 Jill I .............. y 1 it 111. ------------- I I I I I it Sol mmm 5....So....... IS I I I I I S .......w w ............ao....I I I I I I I I . I . I I I I . . 111 byp 2 2 R s 2 2 9 e 2 2 2 9 2 9 2 2 2 2 2 2121.2 1 Sit I I I I a DV 0 VVV --------- !7 nm ill 1-Tt!it vvvv-"T!m! -F ll tz l:fl IS 4i I I l k ------------- T T ———————————— . .........1.101.....Sol... to ——————————— ... ....... .I I I . I I I I I . I I I I I I = —p_____— 7--—2 z Rle LL Te-- 'b! Xq- ±lt M "it Lit i ±11 J MWOM « SPECIFICATIONS ON ANCHOR REQUIREMENT&'POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DEW NMMJ (SEE MOUNIVIVS E.a,k H ON SHEETS a Al 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOYBl Ptl&tID CON lrJt>OP�L7E 9DC3t On OORWW'O..TE (A) TO PGSTING POUREO�CONCRETE:(Wel.Ve-3 Tei) WtS1PWAlIVLJ E�Wx, SILL,MOUNTING ©CEIUNG MOUNTING HO FLOOR'MOUNTING -1/+•0 TAPOON OR TAPCON''ATH ADIVANCED'THREADFOR4 TECHNOLOGY ANCHORS..AS NANIJFACTUAEO.OY I.T.W.BUiLDEC(M,.f'c-3 k7, ANCHOR$_saADINi7 LFOIIJD -1/4'e x 3/4'ALL PDNTS.SOUO-SET ANCHORS,�AS IASTR0UTEO.8Y ALL,PMHTS-SCREW,BDt.T et SPECIALTY COMPANY,(tb0 fF .�3ksN3 CflSCt nEW tC FAnW r G1s{eN tEGu1i ., :Mat ^.D'scN NECAnT:-"APE:W44 -1/4'6'BWE TAP�CONCRETE AVCHORS W/CAP AS MA.NUFACTL'REO BY FLORIDA FASTENERS DItiECT,INC.(16.TIC-�2 k5!) SQ 40 8D 75 110112011,601M 30 ap gg 75 90 t'<0 205 3C 140160 75 90 110 ta,^205 iAPGOTd OR - 1/+'Q TAPPER+ANCHORS AS MANUFACTURED-BY POWERS FASTENERS,INC,.AND DISTROUTEO BY ALL POINTS SCREW.BOLT G SFECtAL7Y _ 14 12 10 9 a 8 5. 11 1 td B e I 6 6 t4 12 1 tQ 9 0 8 8 8 ArwN-WfIH ADVA�:CEO- COMPANY OR AI4Y OTHER APPROVED 1.4.MSED OR AUTHORIZED VENDOR RE015TEReD YATH'T.-IE AMERC W'SHUTTER'SYMUS ASSOCIATION,INC. tHREADFORM TrD4NOLDCY 3•-O 14 11 10 B 6- 8' d 6 14 12 f0 9 B B 6 0 14 12 f0 A 8 8 8 B ALL POINTS SOLID (' O.R LE95 t4 T2 10 0 8 B 0' d N Ib SO D 8 ! a 8 14 11 'l0 B i 0 8 8 ,5 g;VE.TAP W/..QA,P NOTES: 14 12. 10 Q a B 5 14 12 is 0 8 e d •D 11'' t ,o ¢ 8 a e at)MINIMUM ENBEC)4NT INTO PWEO CONCRETE OF TAPCON OR TAPCON.V,1TH ADVANCED DfWDFGRN TECHNOLOGY ANCHORS AND TAPPER Ir to t2 t0 9 a 7 5.5 3.5 t4 1 1Q A D a B. •6 14 t2 t0 9 0 6' 0 5 TAPPER4- ANCHORS IS 1 7/4'.AND FOR BLUE TAP W1 CAP ANCHORS IS 1-1/2', 4,-0° 1' 12 t0 9 B It 8. a 14 12 IQ 8 5 8 B 0 4 12 10 9 B 8 0 A5 14 12 10 9 a a e 4 14 12. to 6 8 a 6 4,6 14 12 10 B e d- 4 13 A.2)ulIQMU1d EUBEMA:HT.OF.1/a•6 k 3/4•ALL PO;NTS SIXIO-SET'ANCHIIRS�SIHM..BE]/I'INTO THE POURED CONCRETE,NO EMBEDMENT' 41 ix 70 0 6 8 'a 43 14 12 t¢ 0 8 a 8 5.5 19 17 10 -A 8 0 0 a.9 141 STUCCO SHALL BE PERMITTED• 1/4'0-20'S.S.MACHINE SCREW USED SHALL E I i/Z.'TONG M:hIUUM SHOULD STUCCO lAOST.AND 14. 12 10 7$ 5.5 15 - to 12 10 9 a 5 a 5 14 12 10 �6 a 7 5.5 1 • U!JLI,AOOh3 FOR 1'ImmuU'FOR WMIS'WITH N0 STUCCO. • 74 12 10 '9 B 0 '6 0 14 11 t 9 6 a a 4 14 17 0 0 8 8 5 1f.5- !4 .5 '91A;tia M ' 19 S.'a. 14' 11. 70 9 8 7 4 14 12.tQ 8 a 63. S 3.'•. 14 12 70 8-85 5 33 J A3).iN CASE THAT PRECAST STONE,PRECAST CGNGILSiE PANELS,PACERS QR-ANY.YFI.EEREE F'WND'ON THE DIt5TCT0 WALL OR FLOOR.'. t4.;Il 1D 0 e 73 4.5 - 14 12 fa'1 a 5 0 a a,5 I4 12 10, s '6 6 CS 75 A4'fHORS_SKALL BE LONG ENOUGH.TO REASH Ti4E NUN STRUCTURE BEHIND SAID WALL FINISHES.ANCHIORACE SHALL BE AS wuiciib RV•� 3/212 AS'7,5 63'cs - - 14 12 10 0 5 7.5 55 + 14 1 10 9 B 6 43 15. NOTES A7)&A2)A80'rE.FOR INSTALIA-whir am VNYL 50iN0 OR QT'S WRH OR WITHOUT METAL smzl„EONSULT THIS ENGINEER.FOR Ia 12. to B fl 6 6' 5' 14 12 10 9 8 63 5' 15 LVSTAt LZII Y D470 STS WITH METAL STUDS..SEE SHEET 20'. 14 12 10 B 73 5$ 3 - 14 t2 10.8$ 7 53 4• 3 14 12 'a 8.5 15.5 1 4. 3 14. 12 119 19 5 6 - - fe t2 10 6' a3 5 75 i4 71 10 8.5 8 5 ♦ (B) TO E4SINO CONCRETE BLOCK;(ASTM C-90) 71' tx a 0.5 63 J - - 74 17 t¢ 9 s 83 a.5 J3 14 71 10 a 7 5 SS J =1/4'0 TAP,CON OR TAPCON WITH ADVAltCEO TH'nFA6FCRM TECHNOLOGY ANCHORS,AS MN'J AFACTUREO BY I.T.W.BU0.0EK. 7._0. 7a i7 t0 9 8 0 - - 14 17 10 9 0 7 5 4 t4 t7 10 9 73 53 t 3 -1/4'0.3/4'ALL PARIS'SOUO-SETCtIORSi.ANAS DISTRIBUTED BY ALL'PONTS.SCREW,BiSPECMLTY COMPANY. 14 112 110 1 8 163 4 - - 14 12 9 73 6 4.5 3.5 - 14 10,3 7 S.S 14.5 35 - = 1/4'O�BLUE TAP CONCRETE;ANCHORS W/CAP'AS MANUFACTURED BY FLORIDA"FASTENERS 0'sz:t.INC. 14 1 T3 1 10 18.5. 7. .♦ - - 14 12 1Q 0 73 53 4' - 14' 12 0 7 .73 43 - 1/4'0 TAPPER.ANCHORS AS MANUr-.ACTUREO BY MOWERS FASTENERS.INC.,AND-015TR39UTE,BY Ni POINTS SCREW,BOLT'&,SPECIALTY 14 1111 53 43 - 14 12 10 a1.- 5.6 - 14 12 D 7 6 43 COMPAIO�,OR A14Y OTHER APPROVED;LIC:NSED OR AUTHONZED'12t@OR REGISTERED LATH-TNE_AUERIC0 SHUTTER SYSTEMS ASSOCIATION,-INC. is 12 t¢. 4 I B t33 - - 14 12 10 'u6 - it 12 10 fl 63 S SS - NOTES: _ 14 'IZ 83 7 a3 7 - - 14 t2 8 63 4 ] - .25 9.5 d S 4 J - - 9,1 MLy7MUM EMBEDMENT 1 T Ta 17 9:5 7.6 8 - - - 14 t2 9.5 8 5 - 14 12 a d e3 4' - ) N 0 CONCRETE BLOCK OF TA-CON,8:11E TAP Wj W.ANCHORS"AVO TAPPETit!JN^JiOAS:JS f 1/4'AND TAPCON _ _ _ WITH'A'h'ANCED iHREADFORM TECHNOLOGY ANCHORS IS 1'. /J 9.5 0.9 S SS - ^. 14 12� 10 �8 63 5 - 14 72 .8'd3 5 4 12 20 1 9 5 - - N 17 10 a T.s 4.5 - - t4 I2 e3 7 6.5 4 B:2)"MINIMUM ENEEOME7NT,OF 1/4'11 A 3/4'ALL POINTS.SaUO-SET ANCHORS SHALL.BE ENtRELY'EMBEDDED INTO"THE CONCRETE BLOCK,NO t4 11.5 73 d 4 - - ta. 11 7 5.5 5 33 - - 7t B 6.5 4,5 3.5 - FJ.IBEOMENT INTO STUCCO SiA2L BEPEg7(TTED.,1/4'0-70."SS.,YAOH7HESCRE:JeUSEtf-SHALL BEI 1/2"RANO.NIM13uM"SHOULDSTUCCO 14 22 8 ¢5 4.4 - - - 11 t2 e3 7 e.5 s - - 14 ,DHS 7 63 B u - - EXIST-AND I-MINUIUM FOR WALLS'WITH NO STUCCO, - " 113 5,5 l - - 14 17 1 9 1 7 d 1.3 - - 14 11 1 53 4.5 1.1 - '1Q65.-�. t4 Yx ,0 9. 7.3 - -1 14 12 11018 6.3 5 - - 14 12 8 6 S 1 4 - - 8.3)•0Y-CA5,E THAT PRECAST.STONE,P.QECA.,'T CONCRETE RANELS,PACERS OR.AVY VENMR BE,FOUWON THE'EXISTING-iVALL OR.FLOOR. 1a 103 7 S' 33 - t]'1.5 a3 i 5 1.a J - 10 73 8 a 3 - - - ANCHORS SHALL.5£SANG'.ENDUCH TO REACH'tir..MAIN STRUCTURE BaCill SAO WALL F:RISHES.ANCHORAGE S4ATi BE AS DiDCATED ON .14. II 17415.5 - - - 14 11.s D 1 a 5 4 - - 25 aS 5 .4 4 - NOTES D.i)k-8.2)ABOVt FOR.INSTALLARGNS ON VINYL Sli OR�WIN CR WITHOUT META'.SU05'CONSULT TN5 ENGINEER. 10.5 8 5 - - - -. 14. 12 'a 0.516s 4 - IJIO 6.5 5(4 3 - FOR LNSTALLAT0?i..INiO"ETES,btit!METAL STUDS SEE SHEET20. . 14 12. 10' - - - - 14 12 9 7 8 45 - 14 0:5 7 63 43 3.5 •• - - 12.5 9.5 - - 12 0 6, 4,5 ] 1- A 7 4:5 3.5 ] (C) ANCHORS SHALL"8E INSTALLED FOLLOWING'73:.OF THE RECONMENDATIO,NS RANO SPECIFICATIONS OF THE 7UNCHO9'S MhVU:A^TURER. 14 '10 1 7 1- - - - - 14 103 7. 5.5 4.5 - - - 11.s a3 53 4$735 - - - 63 7 4.3 - - - - - 14 t15 73 6 5 - - 12 6 6 13 4 - _ (0) SEE SCHEDULE SEI.OSY FOR EDGE OISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•-0" 14 12 10 - - - - 14' t3 8 5,5 a,5 - - - 13 10.8.5 5 .4 - - FOGr'DISTANCE VERSUS ePACINO S H�OILLE FOR ANCHORS• 11. e3 43 - - _ _ - 11 8 5.5 4 `s - - - d e ♦ 3 NAY.WUU ANCHOR SPACINGS ASE VA3D FDR EDGE DISTANCES INDICATED BETON.FOR E 0.LESS-DW+THO.N E.INN:ITED.REDUCE ANC-RDA SPAG 13.5 93 6 - -z- - - - f7 93 63 5 -Z- - - 0.5 8 5 4 1- - - - RY MULTIPLYING SPARNG SHOWN ON SCHS001E BYTHEFOUONNO FACTORS, 9. 9.51- - - - - - I4 IDES T 5:5 1.5 - II 6.5 g.g 43 33 - REO110E0 SOACINO OGT"ED USX FACTOR SHALL NOT RE LESS T✓.AN tAXIMUM SPACNO ROCATEO FOR EACH ANCHOR TYPE i3-D' fa t1 - 14 11.5 T$ 0 s - - 12 0 6 43 a - - F=TDR - IQ,s ;0 0 s 4 J - - - 7.s ts.p 4 3 - ACTUAL TAPCON Witt)ADVANCED. - TAPPER+ 2.9 as - 12 a d a3-4 -- - _ 0.5 x s a - - EDGE- TAPCON 1Jd.POINT SOLID SET ewe TAP WJ CAP'. B- 6 - - - 13 9:s 9$ 5 - -I- - 'O's 7,5 a 4 - - J 0 DICTANCE TIHRREEMFORM TECHNOLOGY. MSN..SPACING.- 14._0. 1a 12 - - - - 14 103 7 53 - - - - 71 83 B.5 43 - - E.Q MIN.SPACING-3' MIH.SPAO+N3-.3• MLN.-SPACIUG-3 1/2' MLN;SPACING..3' �3 314' 4- W-0, 7$ - - - - 9 7 4.5 .5 - - _ 7 5 J3 3 _ _ _ _ POURED CONCRETE 61-POIJ-0 CO IRDS BfiDt POURED GOVCaLTE S POURS CGINCfiETE$POURED CKP�COt3�E-E.00K t 1.51 a - - _ _ _ 1 e 53 4 - _ 0 d.5 a.5 - - - - CONCRETE swex 1JOL'.F?.:3 I/I'tIP1,CA-2 112• CONCRETE.BLOCK CONCP.ETE"BLACK NN E11-3 yr VK M".2'1 , n.. - A.S. 7 4,6 - - - - BLADE WORKING. 3° 1.0 0.90 1.0 0.78 t.o o.a4 TA 15!-0' t4 - - - - - 13.5 10 B5 - - - - 0,5 8' 5 - 2'1 2° - - - - - - - 63 6.5 4 - - - a.5 5 J - - - - - / - 0.61 1.0• - - Q67 1:0 to - - - - - 10.5 e s - - - a3 a 4 - _ IN UNISON + 2• _ 0,71 - QJst 15 0.S 9.5 - - - - 9 6.3 ti -t_.. - _ - t 3/4° - OSI - - - OA43 1¢•-Q. 14 -I- - - - 12.5 9.5 9 _ - - - f0 T.5 9 - I" - - a. -I- - 8 e a 1- - 5 a, - 1_1/S'1 0.35 0.35 A'° ' S - - s `a .{ - _ FLORIDA BUILDING CODE{ on�Htgh'- Velocity Hurricane Zaire A.TZ rc- ®2011 EASTERN METAL SUPPLY,RNC• q, sQ u��cEwsF ` BERTHA HVTM io4ST:W -c Accordion Shutter System TLEC07N, �mS. . ii xv•BLAOET w/OR ar/o KV.WNWly ern W �,• ' American Shutter Systems A.G. ¢ATE I TILUT'TESTING &.ENGINEERING COMPAN)" a•N oEscRPHaN twArry BT: STATE QF ,A ws H.r.30a 51.am.30%V=NA 0XnEls,"X%QA Us es A1350rii$t1anA ,Inc: t OLD 11-063 T TOLE/i DATE •9 S j29 T 1 9�+^} PAene (SOS)9>t-1530.FO°;{575)871-1531 4288 Westeoods Drive 2 4 CRAVANO No ,c' .,•OR4 `a ttt 4-maA e3tKeoe6.w.� Was( Palm, Seach, FL 33407 3 S/ONALE��,111` WALMR 0.�LUT Jr.PEE, 4 11-192 P.E. RAR RAu<. 44187 5 SHEET E3 3 OR 21) 1 v c OC) N zr O rh •. CM �✓ V c — r a rn n. RNA- .r E _O foq z IZ 0.m .K, O ,Q tl`•� a Q o tl ; Nin o E � Qi 0 y�y Z Ny�y yy 4!!!$...��� S net•'+✓l r y f W W I I rt t l 1-1, t l-1, t I I it 1 41,1 1 1 ? Nau1�m K »m w+P I N 1 1 N✓f 1 1 n l I t A l 1 1 1 1 1�i f 1 Y y 1 1 1 Y 1 i 1�f.i ���b r� � � mnnn�mmmynNNya �t:3Av t I11 st11A t lmli Nl t l'atl 11gt l � Z°yz c�9bg•Fl-� $, gym rbernm Ammaaimvlm� mn♦.i.a e„� A+A;<. AritANm ANyiN NNmN nNAn tAn„�t♦ m nfw"yjm..» ---- -arA .i � zFlhm1 O WWW S E11N N m +MA•tlm Ner ANmN mNAmnmAn ANNAnN -NYn m�mAm N r mOtAol (O% ril FFF333444333 ry of n n .. •a J M$•• O m Am NNn nmN oNm mm Ama mm mm mAmn n %j $Q 4 maa....... Nm.�m. An nn NnnanmAn nnn'mm�nmmnnmgom na " : a A m n mAnn i'tNf`r.�r' FK •� h n 1: '� .. 1f1 n a t ^4 t t h l 1 i..m 1 1 1 WS 1 1 t n I I n i I i 1 !r 1 i 1 1 1 1 1 III it 1{41'1 ,�. 'QMa . umi^ e,•jn�m N=Itn y�l�«n1 }nt tl t`il iol 1- loll 1 +MI IN+ t � y2 :-. in •�I i ! :. hnr mt... �omv�r+tm+� m41m`^.. .�x1 n..�H • � `�. '' fy� y �_ f4✓��L�c�11 hhhnhh t•'h " PThT:h�h �' + .�ih a .i�3 v ♦i'}h n i I I N 1 1 + 1 1 1 1 oil 1 1 1 1 111 1 1 1 1 it t 1 1 1 1 f tV- ' }r r/(- r=tftil t+J M1 °+,rime +s"3° -vil - ,{tt .+Alllilll { t-I tIt 111111111111E [ 111 a . n ` ?mm�mm m�" 'O aRimv�y r't+/'Yynl��t l'„ 1 IHn11n»11In-1�: h N N H Om m� hA n�mtl�0 HNmutNd •NYJ ♦O» y1 i. l,{fI IHi,pl I S N ` NRyN��9 .�m�mn n4.n•7 RYW mI�I y�.-m0- nn �.� •�j»Mt pY�nY�{," H _ NN -N NNN NN NN vI NN_nf_i♦.N �Un Joao mit'll-1Slt ] 1"+'1 )�-11 ( tiit / 16�lii mi t.+ 114 ( f,t ! pap �m , tl m m m l t 1 i t l l l l i.11 t 1 I 1 1 1 1 1 1 1 ! W a`�m omWwmW mo bmm mmm Wm nIf + 111, 1111Y 111 t l li r + ommmm m' m afP q m ....Wmmm mm mmmmmmm im roa t i Y t i t mPjfiq�' n m omm molNaq,w md+ww a c+ar wwm mmwww m'mm mmu,w mw miwti, 111 ],�f. $"(• SO QOU 21 U0 UQO0U.UO 6ff O 000 _m qn OMy a _-_-__ NN1NNNN I-:tY.� In" is r in 'a O Y�c -i•i < in m