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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 �g" 5�. ��r•s�a� ar r ♦��"�a .r F � u'x � �'�K �.� �1,�' ( fte r ff?„ p s 1i:'a "T'P" N�Pagmefljq SCIS flame .Lop.tn ; User Registration ( Hot Topics ( Submit Surcharge c Stats&facts ( publications FOC Staff SCIS Site Map Links Search Busines � � @.0 product Approval i .aUSER:Public User Regulation PNdrrctirtiliovet MAmr>Product or anrAieation Senntr>ALLdjC tiwr Uel>Application eotaii t ,"'-�' 3 FL# FL369-RB r 11 '" Application Type Revision Code Version 203A Application Status Approved comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4266 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Aaordlon Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Proresslonal Engineer Evaluation Report-Hardcopy.Received Florida Engineer or Architect Name who developed the Walter A..Tiilit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contraft Expiration Date 12/31/2017 Validated By John W.Knezevkh,PE s1 Validation Checklist-Hardcopy Received Certificate or Independence 9 f±8 Gvf NV�N C7 N,{)_NHVH7�y.•lf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 200S ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D littp://www.floridabuilding.ora/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYiII12vJvx5... 7/16/201 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 T.._.--.._......_... 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_-HVH2 -Drw 15-086 bottom !or storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL381.) RA It A.S.S.A.INc. f:Rv{G,iR-ot:6. 1j Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Patty:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level°D".Max span is 12'-7'for 35 psf positive F}..-s83 u6 f.F n.S.S A.ttay;. P:F,t?. t'sR1VC;-}i-nfifi.n;!( ASD bad and 13'-O"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 8'41'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 i Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 sf.See sheet 5 for others ons and ASD ressures. 8=2 Bertha.HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and HVHZ)-Drwg15.085 bottom ter storm protection Limits of Use Installation Instructions { Approved for use In HVHZ:No FL369 R8 It A.S-S.A,INC. DRWG,15-085.olf j Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports j Other:Large.missile level"D".Max,Span Is 16'-0'for 30 p.s.r negative FL349 R8 AE A.5$.A INC. ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes t HVI blade,8'-0"for+64,-72 p.s.f.toad for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.f,for metals stud mountings and W-0' for 110 p.s.f.for HVI and HV1A working In unison.Sec sheets 7,11 and i 20 respectively of installation drawIngs for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ)-Dn 15.084 bottom for stormprojection Limits of Use Installation Instructions Approved for use In HVHZ:No FL369 R8 it r,.5 S.A.INC. DRWh 19-084.nnf Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.1610"span at 30 p.s.f ASO toad for Blade 1 FL3B9.R8 AC A.B.-,.A.SNC, P,r-.R. DRVr, 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 Slrml.Tallahassee FL 32399 Phone:850.407.1824 The State of Florida Is an AA/EEO employer.Conyrf4ht 2007.2013 Stale of Florida.;:privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.It you do not want your e-mail address released In response to a public-records request,do not send el¢Uronlc 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 W,Florida Statutes,effective October 1,2012,Ilcensees licensed under Chapter 4SS,F.S.must provide the Oeportment With an mall address It they have one.The mans provided may be used for official Communlcatldn with the licensee.However email addresses are public record.If you do not wish tosupply 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 A—pt.: Yy ® eCfcf ;.t'l'l1Yl[y,ti"1 N tt:..5' rf http://www.floridabuilding.org/pr/pr app__dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx_5... 7/16/2015 GENERAL NOTES: I.LERTtA OH.V.ACCORDION SHUTTER BMW SH,MN ON THIS PRODUCT EVALUATION DOCUMENT(PE.O.)HAS BEEN VOMED FOR COHPUMCE BI ACCORDANCE WITH THE 2014(5th DRDN)OF THE iLOFCDA BUILDING WE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE NSTULED AT HIGH VELOCITY HURRICANE ZCNM DESIGN*114)WADS SHALL BE CETrERIA ED AS PER SECTION 1620 OF THE ABOVE HEMDNED CODE,FOR A BASIC WIND SPED REOUMED 81'THE JU7aSDcrm WHERE SHUTTER W:LL TABLE OF CONTENTS BE INSTALLED HETET A DIRECTIONALITY FACTOR Kd-D.85,USNG ASCE 7-10 AND SHALL NOT EXCEED TRE MA7I31UM(ASD.)DESIGN PRESSURE RATINGS ViDiCATED ON SHEETS 11 Tr_RU 15.19&20. N ORDER TD VERWY THE ABOVE CONATION.ULTIMATE DEIGN WIND LOADS DETERIMED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA•1, HV B e Z Q ILIO By MURM.YNO THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SETS 11 THRU 15, 10&20. GQRERAI.NOTES SHEET 1 ORDER DER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED.,AS TESTED,WERE NOF 06M STRESSED.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS LW USED IN THER SYSTEM COMPONENTS 1-20 SHEET T 2 AMLYSIS.HOWEIRR.A WIND DURATION FACTOR 00.1.60 WAS USED FOR VERIFICATION OF FASTENERS N WOOD. SYSTEM COMPONENTS 2f-37 SFff'Ef 3 BERTATL REPORTS,ACCORDION SHUTTER SYMEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED N ACCORDANCE WITH SECTION 1609.1.2 OF THE ADOBE MOMOND GODE AS PER . TYPICAL COMPSHUTONENTS NTSSF?IBLY 36-44 SIMEET 3 TYPICAL WNODW BLADE&WINDOW DETAIL -HV MADE UD ff0214.oi-03.0715.01-o3,fioo4A1-05,/1214.01-05.10317,02-06./0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AIA ASTM E-1866 AREA 2- HV ISL`DE 617 AND HV WiNf) SLADE Q AND E-1086 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&/1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE (MERE APP -HV WINDOW DUDE 9 f0505D1-03 AS PER ASTM E-1886 AND E-1996(M ISLE LEVE.0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.COMEETE/BLOCK SWEET 6 2.W MADE(D AND HV WINDOW BLADE ® ARE U CI:EERD TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 18 INSTALLAnON DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.K ACCORDION PINS(NV SClSYS),115ED AT MADES KNUCKLE AIC)FOR DIRECT MOUNT CONNECWN To TLA=SHALL BE i14n275'AND/71s1.75'RESPECINE.Y,il0—Hi YNORUM SEFbL1' CE{TERM4TE DETAILS 1111 SHEET 8 SEAMLESS SEEEL SCREWS WITH 135.0 Mal Y4TL`STRENGTH AND 180 W TENSILE STRENGTH.PNS SHALL BE COATED W1Hi Wnhk W OALROSHIELD COATING SYSTEM AS MANUFACTURED m APPROVED CQ4TFRMNTE ALTERNATING 0-•TARS TRV SHEET COATING APPLICATORS,REGISTERED WRH AMEFMAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR TME HN MARKING ON THEIR HEAD. 4,AL.ALUMINUM EXTRUSIONS SN11 BE ALUUNUM ASSOCIATION ALLOY AND TEMPER AS VaICATD ON SHEETS 2 AND 3.MNULIM YIELD STREIChI FOR 6063-76 ALLOY IS 30.0 W AND 35.7 Ici FdR END COHNECLION DETAILS 1-6.CONCRETE/BLOCK Stf£ET 10 6005-T5 ALLOY. MAXMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE a BLOCK SHEET I2 S.ALL SCREWS 70 BE STAINLESS STEEL 304 OR 316 A'St SUMS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 IAN MAL YIELD STRENGTH AND 9D Hsi WNL TENRLE STRENGTH ANCHOR SCHEDULE-CONU3LETE&BLOCK SIM 13 AVD SLAIN.COMPLY W/FLORIDA BLAMING CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASM A-307 GALVANRD STEEL OR ANS 304 OR 316 SERIES STAINLESS STEEL WTnH 35 foi WKIWOM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLDWINC SHEETS FOR ANCHOR SPECIMnoNS W BLADED: 12.13.14,15 AND 20 INSTALLATION DETAILS IJ-R.WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD W MADE(E)&p WORKTHiG IN 11NC50/N:12, u&15 sFt1_'7 n B.THIS BERM H.V.ACCORDION SHUTTER TY TTM GEARS A U.S.PATEM/6'779,582 COVPIN ONP'OF THIS APPROVAL Aft CEIVF.REA.01 WHOLE OR N PART 13Y US.PATENT(5'4W,179 ISSUED TO EASTERN DID CONNECTION I;ETNIS 7-12&X;WOOD SHEET 18 YE,AL.SUPPLY,I.C. S.IT SHALL BE Till RESPONSEMITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHIFTER IS To BE ATTACHED TO INSURE PROPER AVCffORACE COWRACMGR TO SEAL/CAULK AREA 3: W WINDOW BLADE AF ONLY. ALL SHUTTER COUPONENT EDGES WHICH REMAIN,7HRU FASTENING IN CONTINTIOUS COMA,'?WITH THE BUILDING TO PREVENT YNNO/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET i9 10.EACH TIT MCS�BEAR AE 4I OR LOCK ALLLABELLINDA VIVISIBLE@R. PLACNO E;WITH WARMNG NOM DURING PERS OE HURRIQWE WARNINGS NOVE OWNER,TENAM.DR OTHERS,MUST PROPERLY CLOSE ALL TPI AMC)HDCENTMMAREA 4 F(V WINDOW RI AnE Q ONLY 11.SINTER MANUFACTURER'S LABEL SHALL 8E LOCATED CH A READILY VISIBLE LOCAMN AT ACCOROON SHUTTER W ALZRRCANCE WITH SECTION 1710.8.3 OF FLORIDA MING COBS ONE LABEL SPALL DE INSTALLATION DETAILS.METAL SND V/ACLS SHEET 20 PLACED FCR EVERY OPENING LABELING TO CDMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BWLDNG CODE 12.SOMA H.V.ACCORDION$HUM SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED N TH4 DRA C PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURWCTIDN%IIERE PERFIDY IS APPLIED To. 13.(0)THIS P.EO.PREPARED BY THIS UJ=EER IS GENERIC AND DOES NOT PROVIDE INTORMATION FOR A SITE S MFIZ PROJECT,Le.mozE THE SITE NXNOIIOG DEVATE FROM THE P.E.D. (C)CONTRACTOR TO BE RESPONSIBLE FOR THE.SELECTION,PURCHhSE AVD NSTALLAPON INCLUDING LIFE SAFETY OF THIS PRODUCE BASED ON THIS P.ED.,PRQvOD HE/SHE DOES NOT DEVIATE FROM THiS DRAWING SHALL ONLY BE USED TO THE CONDTOOHS DETAILED ON THIS DDCUTARU.CONSTRUOTON SAM AT SAFE IS THE CONTRACTORS RMPO NSBURY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.Y11LL BE CONSIDERED IINAUD IF N.TRD m ANY MEANS. (d)SITE SPECIFIC PROJECTS SIML BE PREPARED BY A FLORIDA REGISTERED MGMTR OR ARCHITECT MUCH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROSECT AND WHO wu BE RESPONSIBLE FOR THE PROPER USE OF THE PS-D.ENGN R OF RECORD,ACTING AS A DELEGATED ENGINED?TO THE P.F.D.D41NEER SHALL WENT TD INS LATTER M SITE SPM,-AC ORwms FOR REVIEW. (e]ORELMAL P.EO,SHALL BEAR THE DATE AND CR:;NAL SFAL AND SL'.VATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. nu r FLORIDA BUNTING CODE(Non High Velocity Hurricane Zone `pVVV R A.t/�AAii� 0 2015 EASTERN METAL SUPPLY,INC. P....•••.E. t,, BERTHA HVTM `x��4lcf �� A �a Accordion Shutter System �iNe. �.���s�■ KY.MADE#1W/FOR W/O KV.YdMOWBADE v: Fez = American Shutter Systems aEsceFao4 wrz ORAsw m. MH_ 3jA TILLiT TESTING&ENGINEERING COMPANY �O'., rEQF, �*�` bra NX TLA a_,G Sas.vMVA GIMM I'LORDA 331 Association. Inc. I OLD 11-192 4/13/R5 Due 4/13/15 LL_ ,..__�__���____,, rw.:(3GSe71-1530.FO.:(305)x71-1531 4268 WOstroods Drive 2 DRAWING No �.xIDR '��,`` E-1„�Y:E'l-0.ar«� West Palm Beach, FL 33407 3 /ANAL 6N�'NA`P WALTERA. UIT JE.PE 4 15-085 SHEET P.E. SrF�III' MRE/DATE F1woA 1Jc.144167 a 1 OF 20 96 19QN nA0[® vias a•.1i,,�Bi• O� ISIS, Me. N t,zrA' 4 11 .3716 a c J •I _ 4 7 t 999 0 SQ"",�D BLARF� 3OHV UNNERSAL FLOATER90'/180' STARTER COVERED UNDER US PATENT$ 5058179 OU/LLIFlED FOR USE W/ NV BLADE iO ®HV D1 HV RLPDE 1 1�A HV WINDOW BLAS) 6005-75 ALLOY AND TEMPER QUALIFIED FOR UoSE W HV 6063-T6 ALLAY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 + 6063-T6 ALLOY AND TEMPER .iia• —2 6063-T6 ALLOY AND TE14PER I;;6r a �� 1 2.470' •� 3.554• 670• 7.2I6- - fZ ( a12 1- _ !t� $ .615' .092• 1"T n0 - ._ 0,073: V UP �a, 19 a 1T`376 Vm WALK—OYER TRACK S2 6• � • HY ADJ. BtADEQ� QUALIFIED FOR Use w/ Hv O9 HY TRENCH TRACK ss - � � 6053-16 ALLOY AND TEMPER BLADEDf QUALIFIED FOR USE W1 1fV L'LADE 1HV 6063-16 ALLOY 0 TEMPER BLADE CJ ONLY. HV RAINGUARD 5063-T6 ALLOY<OO TEMPER VARIES 6063-T6 ALLOY AND TEMPER B(,ADE 1 f{Y T• 1.915• VARIES 1.9]6- 6063-T6 ALLOY D SEMPER 1.917' Mac •1 c� $i . nl ZRUS .CES'100" 25'86" bL703SEADER 1Q HVHEADER/SILL ij3 HD CEILING HEADER/SINIL T ONLY, QUALIFIED FOR USE W/ HV BLADE(1 ONLY c- 6063-T6 ALLOY AND TEMPER" QUALIFIED FOR USE W/ Frf BUD-� 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDI SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ RV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE U ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 0 it Z X Y t %MNY MN! 1- 1' 062' � Y Z" ;0.125- 1@ 2" 5-VAX.I 1/8" 1/8• 3• ; 3• 10.030• ® 2" 5•MA%.i0.192• 0.192• U SIDE ANGLES CORNER POSTS OUAUFIEO FOR USE W/HV C 2.5- Y M4%.f 0.+90' 0.190" UAtRED FOR USE W/HV BtADE�I ' BLADE 1 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2' s'Mi%.1 0,139" 0,131' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER 0 110RiDA BUILDING CODE(Hon High Velocity Hurricane Zone TIC(jT'�o 0 201 EASTERN taEraL SUPPLY.INC. ��:.......... EN , ML ER HA HVTM SF'. . E C t? ■�. ■ ■ ■ Accordion Shutter System H.v ELIDE ft w/OR w/o KV.YANDON RACE American Shutter Systems eacmit06 WE OFMAW Dt: IL:. TILLIT TESTING& ENGINEERING COMPANY OF "..%�= em 36V s.r<.v.exsaa raeu s noanA a>+ Association, Inc. 1 an 11-192 +ft3/Is OMT ajt3/IS gFATE Pt e:(305}671-1530.Fff:(3a'87+-tS 1 0268 Westroads Drive 2 - a t.N aoa,N�ar 3 02t'17NG N0 O�F . fLOFtI �� � 7 9 West Palm 3each, FL 3_407 3 15-085 iJFLti� x now tK`i J,P.E s SHEET - P.E. Sr('/tE�&IG(01NURE/DATE 6 7 OF 20 4_660• 9 9' 4.576' r 1 t'-291 11= W'7 / WAD N374V' 0 7A5' •331' aAu3 BPN 7cfittD CAA R73'.378.,.. • — "-f •� �}+ LR KC15(0404 .(Cw6�YC PAImJ 21 HV CENTERMATE ° ---r — i fi QUALIFIED T & ONLY �F�1 y '3?b I ®1jV EGRESS LOCK 6063-76 ALLOY AND TCYPCR ® OilAIIFiED FOR USE W/ IN BLADE t & 1 ONLY l 0023' QUALIFIED FOR USE ri/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER CENTER BLADE QI &®QNLY. BIADE lU&�1 ONLY. AUFIED FOR USE W/HV BLADE I ONLY a?• f0' C 6063-T6 ALLDY LhT]TCYPCR P,AmC HEAD 18 l.)Sfi' 92Y 4.045' SCREV 2.074, 1.7S3• _ h .360'AFTER RNETiNC N $ •06. _ 1/4"__20 x+3/4" BEFORE RIVETING • S.S.S� THUMBSCREW Z/4"6-20 RIVNUT* , _ sMM 99VA ALLWr M(2024-Y3 ALL0».WSC rUP10E TIdN F - - •.^ S%rr NMi3CRL fARr/0820.As YAAVFAMR02 er AVDCL 2710 t 4__37 '__-t ,8)z• 1" �`^X LVAT04 HV MALE "T" LOCK CEN MATE ! 4.568' arARr=r".PA�Pro2r,ts",!l7iR.Y=4 oR ccQ.u. 'N _K HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK GENTERMATE QUALIFIED FOR use w/Hv BLADE ONLY HV FEMALE "f' LOCK CENTERMATE �Y ^ QUAUI•lE0 FOR USE W HV QUALIFIED FOR USE W/HV BIADE 7OONLY 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/ HV BLADE ONLY OUAU µ'/Ry BLADE V ONLY.FIED FOR USE BLAD£l�7 ONLY./ 6063-T6 ALLOY AND TEMPER 6063-T5 ALLOY AND TEYPE 1,91 J 1.91 Y "1:'- r ..._. 3,161 1 niVUErURN aJ_ I b CrUNDER OR .. 7214 •2.QC3 „0627. ..'r11 , KEY cRIw" 14' _ +jo -_�_ to� '•d m �"'• 1O1•.1 C.BJY Y;n. t.423'YaG HD CENTERMATE W1 NO WCKIOG SO ,9'Z HD CENTERMATE 11 C n'4 $ O'o 0 OUAUFJED FCR USE W/HV BLN1 E i dl U QUALIFIED FOR USE W/HV BLADE 1 &� m 6063-76 ALLOY AND TEMPER NT S 6063-TO ALLOY AND TEMPER I INSERT vAwEs,14_•Nbl. QUALIFIED FOR USE W HV BLADEO&& I im 5063-T6 ALLOY�ND TEMPER ' }7Y0 OR KEY .L�.....:__ GILNDDt J■�dl I.JB'No.. x LOCKING ROD ® HD LOCK QUALIFIED FOR USE W HV BLADE2� 375'0 W1 3�6 HV 3r8"0-16 ACETAL ) N 1/4" A-20 AISI 304 BY RECE2r HARDWARE MuzcsE La xs sLTaEs z333 Noox DOLT LocK 6063-76 ALLOY AND TEMPER CRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/W BLADE 7D&@ Q Jss INSTALLATION WILL REQUIRE A 7/16-HOLE UM QUALIFIED FOR USE 1V LN BLADE 1QD IU.cD AT TRACKS FOR PROPER ETaBEDYENT QUALIFIED p 4 BLAOE(Ct / FLORIDAF10R1Dk BUILDING CQDE(Non High velocity Nurricone Zone V, P,-I"LU,✓i 0 2015 EASIERN METAL.SUPPLY,INC. S BERTHA HVw �iL C® �Ly4:. Accordion Shutter System �-= KV.BASE HT1 W/OR W/0 KV.WNWN BADE American Shutter Systems zcv.NJ OESOPFr05N I DATE I ORmAN an. ML- !/ Vr •�t+ TILUT TESTING k ENGINEERING COMPANY S 4t Association, Inc. 1 o D 11-192 4/13/15 MT. 4/13/15 i�'._ �•g_.{IQ :�` BS33 K.N.35.•h 51.SL.]IIS.t9i.^•l4 GVtRTtS,n0tL5a alt - 'V.�a.-••f-J._...Ij1.�' ,:� rl„o,:(y }s»-;s30.raa:(3os)rrt-1x11 +268 Web#roods Drive 2 DRAWING No C� �- tia«oom.4n West Palm Beach, FL 33407 3 ED Qa6�,9 15-085 ''��fF4f�S$'�INpT`pl pALTEHA TR11I ec P.E. 4 P.E. SEAL/SIGNATURE/DATE 1 44'� s Sti 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I 3r8 HV qX HV 9 12,YIN. CE 41 D HV BLADE 1 4 i To a" a , 025' --0 ;-,.OG2 W BLADE 1A ;FN 1g1.DOw FAN)E .0575• .`i ® HV LONG RECESSED NYLON BUSHING z x ,I n KNUCKLE .o OPE)aN � ,. 1675' Y HV SHORT RECESSED NYLON FLUSHING 3��11 rO.7 ® HV NYLON HAT WASHER QOR® Ste'.,ALL 1 It 1 ! /1/� 37;0• 4(� HV WHEEL CARRIAGE AISI 302-303 SERIES I I '.-' a' ° 4 roe 750• X (�J/ 0.570-x3/16-THICK NYLON WHEEL. C. - 1 I ry� z 7/s'Na+. - W"WDOx 0.188'x+AISI 302 SERIES S.S. RIVcfS 315-6 y�MA`�11Ct1 13.7500' I BETWEEN =3 7/�"1,0625.03 4� HV 1 3/4"ACCORDION PIN W/f3 HEAD * EXTERIOR 7LIJ c oPfUN"GS DN 1 a,s Cy' IN 2 3/4-ACCORDION PIN W/$8 HEAD * •I 411 -'t47F'.g" "`��1•�`p 1a-- 7 slemf ® POLYCARBONATE IMPACTRESISTANT HV WINDOW • Ij i. X71 TYPICAL HV WINDOW. BLADEF _ AND POLYCARBONATE HV WINDOW DETAIL ® � II ® i l ! DOR or�' ! d N.T.S. ((SEE NOTE rOR I I I I REOUIREx1EN19) ; DORPOLYCARBONATE IMPACT RF9STANT FTV WII1D0'N i I BAYER t/AKROLON 3103 POLYCARDONATE * i I 12•M. CE RESINS, LN-STABILIZED GRADE OR SABIC HY PIN UfREMEM AT EXTERIOR BLADE KNUCKLE a� g TO`\MADE u INNOVATIVE PLASTIC L.EXAN 103 RESIN IC 1 I D OR (SEE NOTE 'F" ON SHEET 19). 0 ; I , I (1) HV PIN SHALL ALWAYS 6E USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HViQ OR i I ® i i POLYCARBONATE SOURCES FOR 44 HV BLADE. I EXTERIOR DTICAL SHUTTER ASSEMBLY 6PPLEA"L 1rnO•!.PRY9lRS swOwD N.T.S p��p as rowoc (2) IAV PIN E) MAY BE USED IN UEU OF 0 AND ONLY AT °U7©0ar4faoR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ -0324' BLADE'S KNUCKLE. AA^ NOTE•FOR sPccnc csxi:z ASIY On: -oo TETTE' nnu rohi BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. p (5[E E NEUENTS) .04 ! Q 1 I TV=YEp WA m l3tY 06}9 DAW p— 43�D Psi. � ' nn9wx.."JRWCIHAi MD 4W 01.. 1? P.1 13XV P.N. C.:/ (3) HV PIN OR @ W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 j n3n.�-c 6KoiW Axtu mw 3w.Om wa xxmO tw. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. MAD SHEET �I I I Moan av CM 6e n-/ n n-et WJ - WHEEL CARRIAGE DETAIL OAS° " "'Mo "2 i °'" — k ASSEMBLY LAYOUT FM Or ELM,* ,vry Owo c-1 O,it.s C-1 a,= n-4..'�` sar 6^enwt ASM DIM IMT a9-r 1nr.� Axn cm3 nW=57710 N A'= AIIY M I—6.01 df6D Dsl. HV BLADE SOLID �1 HV WINDOW BLADE DETAILS 1Dv15 S59 Wv1Wf4S '`161° b161 pit ° —L FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone I.�"``��ER CO 2015 EA51Ew+uEtu SUPPLY,INC. BERTHA HV'„ 1# W TL E1 C 0- A.S.S.Aw Accordion Shutter System HV.aAL>E W/OR W/0 FLY.nlrca+a/NE CI of �-t' cAmerican Shutter Systems , p,p;,m, DATE Lam„„,Br.. w TILUT TESTING&ENGINEERING COLIPANY Association, Inc. 1 pp 11-192 4113/15 DATE. 4/13 15 O' TE OF c sus we.wm.r..St =.tsuw cuolm nnp.3x x1! % Ph—:(305)671-1w.F9.;(003;001-1331 4268 Westroods Drive -x mss• ORiDP �\� e-mat to maacc West Palm Beach, FL 33407 3 DRAWING No 01VAL 00 '0 N�r 16� s 15-085 P.E. /giQ A%RE/DATE SHEET s 4 OF 20 ' *NOTES ON HV LOCKS AND CENTERMATES: • e e D Y H s r u n�.e�� 1. fl.-ONE FLY LOCK(�of�SHALL BE USED AT 1/2��SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR B OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105;AND TOR INST TFJNS ANY ELEVATION.fN IDpK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHm TO pR Q I CQ 11AI ES Wj(2] 1/$®-20 x 1/2'LONG FLAT HEAD S.S.NS.LOCATION OF LOCK S14ALL BE AS INDICATED ON O�w TYPICAL SHUTTER ATXI. 2.QQ .&IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV �°■ LOCKS�Ofti,Ei-MAY BE USED AS All INSIDE OR OUTSIDE LDCK.CONNECTION OF LOCKS TO CF3RERNATES OR SHALL BE AS INDICATED ON NOTE(1)ABOVE. LOG ON OF LOCKS SHALL BE AS INIXCATED ON TYPICAL SHUTTER ELEVATION. p-- 3. D(I r �2 TS USED W/Tw0 H.V.LO0:LOCIONG RODS ARE NOT REWIRED AT HURRiFAVE POSITION,BUT MAY 5 9oa^330J0 m�4■ •' BE USED IF DESIRED TO ENHANCE SHUTTER PETTED LOCKING RODS�OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRtCME POSTE M). � a 4. ONE PN LOCK ®SHALL BE USED AT CORNER CENTERAAlES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK_5? or�SPALL BE USED AS AN OUTSIDE OR INSIDE LOCK, LFA ATTACHED TO®CORNER 1,•,F74fERIAA7E w/(z) i/<6-20 x 1/2•LONG FLAT HEAD S.S.H.S.7W0 LACICL4G 8005 $ 1 AT TOP @ BDTYOM SHALL BE USED.LOCATION OF LOCK STALL BE AS KOXATED ON TYPICAL SHUTTER ELEVATION, d xT MAXMUY SPLUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOW ON SHIFT 12. t33f.4 T 5ALTERNATE TO #11 SnOETRICAl CIENTERIMATES - � -g..��c I yy •ONE ALTERNATE M'LOC% MAY BE l IN UEU OF HV LOCK Dr FOR ANY SPAT AND YE INSTA.IAnONS AT ANY ETF/A11'Ni.a< NAT-e LOCC 6AY BE USED AS AH DE OR OUTSIDE LOCK.ATIACHUW 1 qx< �- OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR CENTIZINATES MtgL BE AIM£W/1/4'0-2Ox3/4•ALUM. LRNRUTOCKS AS SHOWN ON TIER S WE SHEET 8.ONE LOCK SHALL 0E USED AT 1/2'OF SINTER SPAN OR 7w0 LOCKS AT 1/3 OF SHUTTER SPAN. ?F"T 6.MANDATORY CONIMION is GOR KEYSTONE MOL4AONC l811AI1ATIONS: ONE HV LOCK 0 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 UP I I I iD Dr.AND FOR INSrALLATTDIS AT ANY ELEVATION.HV LOCK 0 or§of @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO C or SYMMETRICAL CENIERMATES W/(2)1/4•-20 x 1/2-LONG FIAT HEN' S.S. SEE END..__ MS.UXAT1ON OF LOCK STALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATOR. USE OF LOCKING RODS 0 W/ CONNECTION OR('p TOP AND BOTTOM IS COMPLETELY MANDATORY. DUALS ON D F E N 1 l Y l Y P 0 ■ Y W x SICEF.T4 10 h 16 TVP-FULL 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: HECHT. OF CORNER lnasclm '�'�` CENTERMATE 1.SECOND ALTERNATE TO MANIATCITOCO)DR10!!11 VALID OIiY FOR HV X LINK AAD. 0 AHO ^ ��_,ONE ALTERNATE HV'1'LOCK(Sb MAY BE 1 AHED TN LEU OF HV LOCKS OR¢¢$$FOR HCl'SPAN AND T w�an�• 7Uw�'«10 3°11 INS"TAlL1nON AT PNY ELEVATKA.ALTERNATE LOCtCHS(SjQ�,1AY BE USED AS AN INSIDE OR W751DE LOCK ATTACHMENT OF LOCK®INCLUDES USING RENFORCWC LOCiKETt�'7,AS SHOWN ON SECTION TfiG,SHEET S.IYHtCH Nlri7 BE 10` 4V•QJw w --- CONNECTED.0 CENEibMT[3 AND W/ 1/4•h20: 1 1/2•LONG S.S.THREADED BOLT W/7/e'0 x 3/32• WW.NLCr OR W/1/4'0-20.1 SS.M.S.t�TO.A1/a'Cx 5jB'RNNUT.LOCK MAY BE INSIA•tL®AT MIDSPAN OR 12' 'v•����,�,�Y©��• 7�'�� MAXUIUH AES tND BELO15 MIDSPAN.USE GF TWO LO^MNG RODS a TOP AND BOTOM IS MA•DATORY. IN @- � `•LSI°■V'@m 8 • !�I s 9•�J3�(T�,•®s«(�• A *ETES ONCKS & CENTERMATES: 1.MD LOfYC W/HD Cf1011TMATFS,{ OR t W/' :ONE ALTUMTE NO LOCK 4 MAYDE USED OI LIEU OF PICAL n HV BLADE SHUTTER ELEVATION TAT LOCKS OR Q.5 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FD LOCK®MAY DE USED N.T.S. AS AN PISTOL 0:3 OUISMC,K LOCK ATTACHMENT OF HD LOCK q TO @ IS Wj 3 118 x 3/8'F.H.SS.M.S,AND INCLUDES REINFORCEMENT INSERT Q9 AS SHOWN ON SECTIONS HDB-IM8 AND HVL,S1rEEF 10.LOCK MAY BE INSTALLED AT WDSPAN OR 12'MAMMUM BELOW OR ABOVE WDSPAN.115E OF LOCCNC 8005 @ LS COMPLLTEL.Y opr&AL E A on i h elociiy HurtiConeZone,' 0 2015 EASTERN MAL SUPPLY,INC.BERTHA HVTM TL -Eco qac. A.&S:A■ Accordion Shutter System FLY.RADE#1 W/CR W/O H.V,VAMOW R-SIX /is3/1.7�YT_ American ShuHer Systems cx,rDON D,TC DD, er uL A S a�, TTLLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-142 4/13/15 DFL :/13/15 0: Ii=K..35tt 3L 51x.3DB WW^.0 CY9LN3,nANM 331 �,• Ri rm«x:(3o3}ennsx.Fc■:(3D5)aT1-1ss1 4258 Westroods Drive 2 1 DRAWING No Ae '�C� �� .-m:a 4'+=:�■�LxoR, West POim Seoch, FL 3340: 3 '' ONAL EAG+++��` *ALTO 0.o`LUr J,PE .6719 5-085 'p A N++ FU,14 U.1 44167 5 SHEET P.E. SEA�}(3R2Ilf1dE/DATE 6 5 OF 20 1 OR POURED CO!SCE ASC•`+i0R5 .. CONCRETE (SEE SCHEO�AE CA SNHEEr IJ) , maks l9 1O1 R"eOM= E)OSf SSCw EDGE of 1' �cm i sass A ' ��SLAB IFW 9$ti Wt 19vtug � r_.OaARW7AE IX� aANCHOR IAGIQONItOcT/4•HEX WASHER HEAD 11 OR +3 OR I S { J/8 w Tac SCBM a 12 o,C. �������'�� EDGE of a 3/6 CONCRETE ANCHORS Ll IF (SE-c SCHEDULE ON SHEET 13) I APPLICABLE EDGE Or EXW'i1NG l MIX�'-r 'fl SLAS IF SLAB IF , r t/2 L EDGE OF APPLICABLE . { A _ aooame� APPUflHE O. O• JCC POR PCUREB J FLAT IW COCA-TE ANCHORS D Q. CE FE it,m �HCRE (SEE SCHDLE OSHM 14) -i ii sn ♦ RECURRED W1FIAT HECONCRETE f�0U34 D t OR tsSCHEDULE OSHEET 14)� 11 TRENCH INSTALLATION AUFO O ORLY R UP TO 4.70.-75 PSF ASA. (f� HV FLOOR INSTALLATION fi HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER V I SCPFAULE®3. SHEET 11 X17/ It CONCRETE ANCHORS(SEE scoat � { m°^�• H SHEET t5 '��� 1/4.0-mr Eaux IAP"V/ AL1�1r6l1 nfwz iH HQrx DSNO COSTING GLA - G1A55 vnunn+n ..I._ t]HLct lu.f/mvOo 0 6I Y+/A*LGLSS IF TO V­w SUA 61) i I i I -I Ipi zomu o- f q ' Pcc.GRrOR 9AC L"O,'1�WR �� r r ;r 1 j4• r r._ll 8•-O•lP To N-a'WOC I { t^\:JswxrtCOEwRrtCH fvo (rrr'J I NRF tt a+sfsT f f 1/2. WAfc TEK SCREWS #103/4' HEx HFJD o 12•ac. 1 8, 8 i I I_( •., snc scAEws o 9 o.c _ --- fi r j' s l :/..-zow/• ss 14 au OR 1/4 -20 S.S.NS ` CON'R�-�E ANCHORS _ ...0 Jn J14.3/4 S.O.S. ____ � � t W/NUI O 9.O.C. (SEE SCNEOULE ON n 1( / O 9'O.C 1 r`r r 1 � I• '2 D t]'R/G.s-'J MWS •••', ••.•.'•i OOSIiRC NON SrtNCRat4t .1ffET 14 ) •� 17 Olt 18 1/2•i 1' 2.00 SOON.•^ (00wpA EDGE OF NkE TIM aL ,I} SAB IF /14..5/4•F.H.SAS. r 7/8' 17/8 APPUCAF.E �O 9,O.C. - .f[p --. CONCRETE ANCft0R5 N01E 13:b) 'SEE SHOTE iJ(b) POUtiED CONIRE1E (SIX SCIEUUIE ON CI SHEET 1 --- DACW.KAEfE BLOCK SHEET 14) POS:RED CONCP.ETE OR SH."cT'N -� HEaJ.RED ON REOUIRED TE BLOCK �{}KEYSTONE MOUNTING INSTALLATION CONC.PD.A caCURCOJ C HV WALL FLOOR INSTALLATION HV WALL WALKOVER INSTALLATION „�SHUTTM SPS,CW 72 RAINGUARD INSTALLATIONhilm t THIS RMAIJAM4 SHALL BE NOSE FOR Co-MEINA ION OF SF most RFLOYASLG WHEN PERFICIRM D ' ( D.=EDCS bISTNSO ADJACQU TO AN OPIMAM.E Ew 1 SEE UurtA11ONS OF USE FOR I-SCE SHEET 4 FOR T,PCAL SHUTTER (SEE SPECF A,phg nt MEET"' OR Qq ON SRW 19 _ INSTALLATION DETAILS W f � H V BLADE IT IN A!M�WAY NV�¶«���£D fLOPoDA BUILDING CODE(Non High Velocity Hurricane Zone p:: 0 2015 EASTERN OVAL SUPPLY,INC. P� .... = BERTHA HVTN �3:• ��GENSF —� qq Accordion Shutter System /TIL E C V 1 N C. ■ ■ ■ ■ N.V.MADE#1 W/OR W/0 KV.Vd"N R= American Shutter Systems,, CAre . an i1Wi TESTING& S.%ENGINEERING COMPANY -o'•. TATE�E ::wz Association, Inc. I OLD-1 —Isz 4/+3J15 cA1c 4/13/15 aros hw.;:( 5)s:.aro.VrrI'm (30)8 no�5 if Pna :(3 S)971-is3o.ra,:tsas)e�t-x531 Drive 2 ab West Palm Beach, Fi 33407 s DRAWING NO JDNAL��yG`��`` HALTER A11Dr.PG FLORIDA 4 15-085 P.E. SQL"/SIGUA�i1RE/DATE ` 0 4i77 o 15-085 EETOF 20 SEE END WALL CONNECTION DETAILS ON SHEEFS 10 do 18 —�` SOL 7 INSTALLATIONS W/ 1 HV AIMALr9ew IN ON Nf,ar�©p® OUT IN EasnNc sass **IRA C SLA C IN LDCX ON�s. t/ BLADE W HV CENTERMATESg • o OR SEE END WALL GONNFCT10N D(IVNC CLASS DETAILS ON -------------------- -- _ _----------------- -� 2S21t/!t'YJ'-x 1 I ®•®w�+�m�,�$ 3 1/4• 7' .—_._._._.. 61/2• 7- (60w �» �'L OPPOSING M'GLE W/(2)1/4.0 nwcov 1/2• SYMMETRYCAL OX'"ORS 70 OORCREIE - ®•® CENTERMATE$ Ow/aD11wry s ;,o,3Ja sHs.o tx CE T R AFES MIN_s&ARATION talhon/6:1=Ttras a.c,nn1 W/ NV LOCK or¢ xi/ HV LOCK or TO GLASS -IT m,•> = (SEE SCHEDULE 5 ®' * 5* IN �* 3 ON&ZLT 11) 5 1 * \TVO 2. "N 0-0 r � FO T /� ©a®w®•Ow®a10•®°° L O �'�./ HVB UU I HV1i 10•®��'�®•1�« HVA �on®°©• 7Oo°® .10+�a ExfSi d c,ass -POURED CO*eAETE CR CONCAE7C RLaCK WALL 6 •o-©�©•oI to_@a© 0-Q ®R__ r _ �1 s • --------- -------- --- - — ----- SnN�to C • O ® 5KKVE RICA r , s , 6 7 �N •© O'® KS/.SEPARt.T10}J 8 9• t • 5 '`E-, CENTERMA ES To Vass II / l • Sas 7 m cuss -0 W HV LO 6 r OPMONA1 ©'1�p © � O' 04 SsatewLE 5 �^', a {L.Ji (INTERIOR) ®'��®`©��•� MIN. HEL7 11) SE1'rJ,aTICNTO CLASS @•® (C/a%J SIM SCHFDU I, OPPONAL � +GR I 1 1 �uaCIIORS o O VARIES 9P 0--U-T] �.._. 6 yr Mme.sI ACK OUT@j (EVERIM) HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EWIMN MVIAL SUPPLY.INC. ' P'' C ✓ BERTHA HVA EAccordion Shutter Sy stemA ■ ■ ■ KV.13140E#1 W/CR W/O KV.WNDW MADE American Shutter Systems kSC6Pa0V atc aaw,or NL 7f TILUT TESTING& ENGINEERING COMPANY Association. Inc. , OLD i,-192 4/13/15 onr_: kf 13 e: STATE OF ;� a N.W.xnn se_$1.=.weave oras,11�M1 /;s �•• �. { ,�:( 71-,530 (3!75187,-t53s 7268 Westroads Drive z :SH WINGA2O %0j1 FCORiOP ' e ppy1�" West Palm Beach• FL 33407 3 1 E' ........• �G� ®tX 0E7,9 4 5— � , WA"A,t1LLR.v.P.E. P.E.' AL 1 dirJi•E OATS rwRIDA L c-;44167 c I EE POURM CONCRETE OR POURED CONCRETE POURED CONCRETE RED CONCRETE CONCRETE�� BLOCK'NALL OR CONCRETE OR CONCAV REOUIFEO .., OR CONCRETE WALL REQUtREU 11N BLOCK WALLREOUW..D TDRSG GLASS —DOSTINC CLASS CON E ANCHOR -EXLSFING CLASS F7 \I6.O.C. IdFl 5�aRL+7� _J_— 1 1 Y 111N �itd5 C1ASS O 'T 2•MUL 1 — TO CLASS(SEP EO FA Im TO 7 11 Ut£ Ara To rl SEPARATION SEPAPATPON SEPARATION SOEDItE GN 97EET 1/167.3-MAX.- on 9EET 19 FTR 1 IR RACE F�CH�� i 50�(DLIAE�(W(4i,ET F1 FOR EL OA•D (bow-T6)CONT. BADE50G Q$ ONFCR CREEL 10 wR 1/2' tON SW 1910 FOR ON S10 FOR ALUM.CLOSER ETIH-. --M SIOCATE DE 1 ruxsEEM Ok® Rl t 9nE +/2 Q� I BABES(D&@7 e) u� OF(D) I (•F USE 1.OR 2'NAIL +/2•WN. 't& ALUMINUM CUP ANGLE16'O.C. ©i6'O.C. 4 (6063-T6 ALLOWJ AT MIDHEKRR (2)t/4-0 TAPCOH.11 SSANCHORS TO WNL.AT 1.O.C.(LOCATE AT Yj SEE DETAIL x ib ELTHER SIDE OFQ) I OR(9' SIDE1 OR SM DETAIL x rOR SIDE CONILECTFOII ®.©.�.g .®- SEE DETAL x i0R 4 6.SNE CONNECRON -�-0 TO TRACKS .& 0•�- t p•®a®.®a©.©e To TRACic5 @•®'©•Q °'©•©" ®•�-®•ago•®- ®•�-©•o-®•®- o-®-®•®-®•®-®•® 80.0-®•®-0•®-44A END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 O 3 O i ROUVRED ON.Y FIM SPNLS GREATER THAN 12'-0- POURED CONCAVE OR Em51UtG CUSS RCONIR BLOCK WALL DUSTING 4 Zi Mx SGA4ARgtEQUIREB CLASS ------------- WL ____- _'14 TO CLASS(`SM O 16 .C. AIN.�MJJ,OK MIDULE CIN SHEET FTxt B/7E� CO. 1/2MIN. DMQt 9EFf 19 FIR ANCHOR C. ortCCNCRE7E HldxS 04 QA 12.O.C. �Htt7 19£ORBA !k( - oR 1@ANCHOR EO_.1/2. 7-'o.C. �_�-- L.I I 2•MIN. --_—_ 2•MAN. EO SEE UN0AIK3NS Or USE FTM / SIADE©DN SHEET i9 1F!k!D 1 OR ®' LPOURED CONCRETE OR 1 OR ©•�-©'®- TION CONCRETE BLOCK IAL �a t� ,TT�� REQUIRED 1 HV BLADE OR lb HV WINDOW BLADE INTO + �'iY'©'•L•7'©•V- 6 7 6 7 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O a�-®�-®®-®�9 END CONNECTION DETAIL 6 O�®®-® 0 "�`® RORDA BUlLDiMG Ct}DE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. �cE=�% BERTHA HV,m _ I�E C O �a�. A,S,S,As Accordion Shutter System ltv.amx#1 w/CR W/o H.v.18NQOW axx American Shutter Systems try.w DCZRP„GN DATC DRA Ni: M-L a TILLTT TESTING 8 ENGINEERING COMPANY Asaoclation, Inc. , Ow 11-192 4/13/15 ZIM 4/13J,5 p;. STATE OF �Q eas3 n.r.3S'.s,s1..Sas,v.�ect G-MDM FU= S31 ft-(305)871-1537.k.-.(305wI-t53, 3268 Westroods Drive 2 QI3/157NG No '•. O C� � x-71ur.—Q-oL�*+ West Palm Beach, FL 33407 3 15-085 s`s10NALEr;ON' WALTER A.T�4 H&.Pr- 4 P.E. S'�IL7}T91U1t1A%RE/()ATE F10I u:.{44157 $ SHEET 6 10 OF 20 SCHEDULE IIT SCHEDULE2 $CHEDULE G3 MAXIMUM SHUTTER SPAN` '!.+-OR -L MAXIMUM SHUTTER SPAN* 'L+' MAXIMUM SHUTTER SPAN*'L+' (ft.). FOR INSTALATONS�W/ OR 1 (R.)FOR R "L (it) INSTALLATIONS �A11ADQN tEM12 __d9�S: & Or or INSTALLATIONS W/ CONCRETE& Wf ONE H.Y.LOCK ®or @ or�or � � WOOD (I)L+: A.SiV.M SIGN PRS SPAR FOR A CNEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or & Wf ONE tfV LOCKS WJJSORY POSITIVE ASA.DESIGN PRESSURE R V'Ehl I-;1JNG ALLOWABLE SPAN F'QA A CRcN NEGAiNE CENTERMAT£S®&®W/ONE HV 'T' W/NO LQCKING RODS OR W/ NO LOCKING WALL h B. C. 0, E. M, N. O. P. 0, A.S.D.D"SIGN PRESSURE RATING. LOCK®1Y/TWO LOCKING RODS®TOP & (SEE NOTES t,N) ODS MOUNTING F, K S L R. S, &V. (VMN FOR MOUNTING (2)PROCEDURE TO DETERMINE AUJOIfUM SPAN FOR BOTTOM SEE NOTES it SHEET 7) FLOOR/CEILING C. H. I. 11,J T. U. W &X WALL MOUWTINGS(TOP/BOTFOM)OR FLOOR/CEILING: 1 CONCRETE AWOOD DWALVIONS OCONCRETE&WOW MAX" CONCRETE & 7 "U INSTALLATIONS M (POEN A POSIME ASD-DESIGN PRESSURE RATING, 45A Doz. P!l3AIS WALL MOLg0L4 ROOK/COLING ^� WALL LCUNIING rREMM UE7EALIAT MXOMUM SPAN 'L+'FROM SCHEDULE. wn+a ROORl "Y0° i2 GNEN A NECAIIOE AS.D.DESIGN PRESSURE RATING, f 3 YOUMMC V- ROGI/COUN I MIXIIIC oft «aI-) (,p-) I..1 Roo wLa411xc DETERMINE MAXNUY SPAN 'l-'FROM SCHEDULE, L 4 (* L--j-i.-pq I-GC L N Tet L-(N L•LJ L-iN O MAXIMUM StRR7E4 SPAN 1+"OR 1-•FOR 30 OR 16'-0- 16'-0' 15-0' 16•-0' 30 16'.0• 16'-0• 30 18'-0' 76•-0' INSTALLATIONS INTO WOOD SfEAII BE LlMOED TO RN+LL MAXIMUM Al7DWAF,t.E SPAN 6 EgilAl,TO THE _35 14=:D fa-10' i5'-2' 16'-Q' 35 x'-1O' 1<-f O' 35 15-2' 16'-10' 105 P31,AS.O�DESIGN PRESSURE RATING. kMMVS!DETERMINED SPAN BETWEEN-L+'AND-I--. 40 13'-iD' 13'-10' 14'-2• 15-2' 40 73'-10• t}'-1D' 40 14'-2' 15'-2• (])PROCEDURE TO DETERMINE H,VOMUM SPAN FOR 45 15-1" IS'-1' 13'-4' 14'-345 131-1' 13'-1' 45 13'-4' 14'-3• t HV CORNER CENTERMATE/3 WAY BE USED AT ALL COMBINATIONS IN BETWEEN WAIL MOUNTINGS _ 50 12'-5' 12'-5' 12'-6' 13'-7• 50 12'-5' 72'-5' 50 12'-3' 13'-1' MOUNI140 INSTALLATIONS.LACKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 - '-1' 12'-11' 55 w-10- il'-70' 55 IV-I" IV-11, SHALL BE AS INDICATED ON MANDATORY CONDITION JZ 11'-4' 11=4' 1V-7' fY- 60 11'-4' il'-4' 60 t0'-2' 10'-11• NOTE f5,SHEET S. MR NC R POSAIDE A.S.D.DESIGN PRESSURE 65 f0'-TO• fIY-t0' 11•-1" 11-11• 65 10'-10" r0'-t D" 65 9'-5' 10'-1' pEIFJtNiNE: JO 10'-6" TO'-6' 10'-9' lY-5' 70 10'-6' 70'-6• 7O 8'-9' 9-a' Ll+ LWY.SPAN FOP,WALL MOUNTING INSTALLATIONS. _ _ la+-VM.SPAY FOR FLOOR/CELNG MOUNTING 75 10'-1' 10'-T" 10'-4' 11'-1' 75 10"-1' SO'-I' 75 - 8'-9 'f�'EXCEPT THAT wmrw SNnER SPAN'L+"OR IN511'SLJtONS• , 80 9'-10, fl'-10- 10'-0' f0'-9' -f0' 9'-10' '1.-'AND MAXIMUM ASD.DEEM PRESSL=RATFORM F 85 9'-6' 9'-0• 9•-9• 70•-5• 85 9•-6• 9'-6' INSMIATIONS 090 OONORITE OR CONCRETE BLOCK FOR A WEN NEGAINE AS.D.DESIGN PRESSURE SW41 BE UNTIED ALCS. RATING: 90 9.-3. W-31 9'-5' ID'-1' 90 9'-0' 4'-]" DETERMINE' ETER Lw 95 9'-0' 0'-9• 9'-Y 9'-10' 95 9'-0• 8'-9• U COHTO +64 TO KEYSTONE MOUNTING L2-.MAX.SPAN FOR FWALLLOG/CO ND MOUNTING.TIONS. 100 8'=9' e'-4' 9'-0' 9'-7' 100 8A-9' B'-C UNITED TO +84,-72 P,7.I.AND 8'-0'SPAN, SEE IZ-�MAX.SPAN FOR FLOOR/CEILING MOUHDRG MOUNTING®ON SHEET 7. R8TPJ3/310NS. 105 e'-Y 7-1 i' 8'-S' 9'-4' 105 8'-7•� T-i l" 110 8'-4�.-.7•-7",..YB'-7' 9'-2" 110 8•-4" 7-7- FINAL MUIMUM.ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2" 7'-3' a-4 0•-11- - 115 87 _.'.r-3 SEPARATION TO GLASS SCHEDULE MINIMUM DETWcTT1 'L.+.'12F-,-L,-AND*.2-' 6'-1 r e'-2• W-9= `120 8'-O 6'-t 1 125 -_ 7'-10' 6'--8- 0•-9•_ 8'-5' 125 T-10' 6'-8• (4) W TO ANCHOR A SCt-GALE ERN FINAL M.SXIMUM ALLOWABLE SPAN lSJD hEGAttOE A.S.O.pL31GN 130 7'-8' V-5• 7'-LO' 8'-1' 130 r-s- 6•-s• MINIMUM PRESSURE RATING TO DCIEAMtNE IIN(11AUM ANCHOR 135 77'-T 6'-2' T-9' ._T-9'- 135 7•-r 6•-2• WIND ZONE SPACING. 140. 'r-s• W-11— 7'-7• 7•-6- 140 ..._r^s-._ s,_�''.._.. ASTM E-1996 SEPARATION _ 145 7'-3' S'-9' Y-5' _7'-3' 145 7'-3�' S'-9' TO GLASS 150 7-2' 5'-7• V-4- 7'-G' 150 7*-2" 5--7- 155 T-0' S'-.`i T-2' b'-9" 155 7'-O• 5'-5- Z TFiRU 3 160 6'-tt' 5-2' 7'-1W-7' 160 W-11• 5'-2'�- 165 V-10' S•-1' 7'-D' 6'-4' 165 V-10• S-1' 170 6'-9' 4'-11' 6•-11• 6'-2' 170 6•-0" 1756'-7• 4'-9' 6•-9' 5'-0• 175 V-7• 185 4'-8' 6'-8' S•-10- 180 4,-6• H V B LA D E 185 6'-5" 4'-6- 6'-T 5'-6" 185 6'-5' 4'-G' 190 6'-4' 4'-5' 6'-fi' S'-6' 190 - `6-a' 4'-5' 195 S'-J• 4'-}' G-S" S-5• 795 6'-3' 4'-3- ?00. 6'-4' S'-3' 7.00 6'-2" 4'-1' 6'-]• 5=Y 205 6'-Y 44''--21'- ❑❑LORx BtnnING CDDE(NOn Nigh Velocity UrrICOnO Zone:6'-1' 9 2015 EASTERN MUAL SUPPLY,INC. tt11I111TUHlIr1A7N Tw B T A Accordion Shutter System/71L EO A S A, tv,aA #1 w/OR w/o KV.HrnDN aADE T1WT TESTING & ENGINEERING COMPANY ATr18riCOli Shutter SYSIOMS n. OLxar:plt /ATL ORA"w..IORW, G. t,=N.W.=1 51.3*1 3m.lx=0 el$m �.H x11 Association, Inc. 1 OLD 11-192 4/13/15 U+TN: 4/13/15 Pn :(3M)E7T-1530.F-:(w5)971-15at k288 Westroads Drive GRAINING NO W r� west Potm Eteach, FL 33407 3 15-085 D� FtOR10P,•���,. rxTER A TILT1 r.P.E. 4 �sycE4,s' 9tatF1U E/DATE RGZOI L G A 44167 ; SHEET OF 20 MWMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD.DEM NEGATNE PRET M WW AND A OOMPMR0 U MfNG TYPE FOR(O1kXtf)E OR CONCIME 910a(115M� (sEE MOUNTNGS G 0,a H ON sNmrs 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PODDED 00110471/oafo=am FUM ORi&1[ (A) TO MONG POURED CONCRETE(MITI.fe-3 W EQWALL SILL MOUNTING ©CEIIJNG MOUNTING MOUNTING -1/4.0 TAPCON OR TAPCON WITH ADVA4.'.ED THREAnFORM TECHROLOGr ANC OFe9,AS MANCFAL'TUA£O BY I.T.W.MILLI£&(MA.Ye -3 9m) SPAM -1/4'6 1c 3f4'ALL PP:IrfS SOLID-SET AtNCHORS,AS DSTFaBI11ID EW ALL I'OL4IS 9C✓lEY4 T&SPEa4LTY CDYPAHY.(Mm.fe -3 5d) <N TE9p If-AK PEL551PL 9.ct9kSA 0501 NWK FFEZ 8i wulcwhsa OLN✓L RoanPF'.�TS rim - 1/4'6 BLUE TAP CONCRETE ANCHORS W/CA'AS NAYUFACIUREO BY FLORIDA FAMOUS DIRECT.UNC.(M:.fc-2 Im7 30 40 eO 175 190 11201160 205 30 140 160 175 90)112D 160=1 30140100 175 90 120 160 203 TMCOK WITHEov -1/4.6 TAPPER+ANCHORS AS MQWACRJRED Bf POWVS FA OIERS.LHC..Alm DSTROUTD OT ALL PON TS SCREW.HOLT&SPECIALTY 14 12 0 D 6 a 6 f4 12 1D 8 e 8 a I4 12 t0 9 e e 6 a T{RFAOrN WI COMPANY OR ANY OTHER N'i'ts CYW LICENSED OR AITHORQED VENDOR REGISTERED WITH THE AMFAIFAN SHUNTER.SYSTEMS ASSOCIATION.INC: ti-5- 10 D a a 8 6 14 12 10 fl 6 5 B e 1/ f2 10 9 B B 6 9 ALL J 9a. OR LEM 14 tY 70 9 0 8 0 6 t4 12 f0 9 E e It a N 12 10 9 B 0 a S ��TAPNOILSN R f0 9 e e a 7 14 12 10 9 8 0 e 8 14 12 10 9 6 B a 6 Al)LUNIIA N EMB DMENT INTO POURED CONgSTE OF TAPCON OR TAPCON WITH ADVANCED THRVOFCM 1EMOLOLY ANCHORS AM TAPPER+ 210 9 e 7 55 33 14 12 lo9 e e 6 0 14 a to v e a 6 5 TAPPEANCHORS IS 13/4'.AND FOR BLUE TAP W/W ANCHORS IS 1 1/2-. 4•-{I' 14 12 10 9 8 8 6 0 14 12-1-0 9 6 6 6 6 14 12 10 8 A A a a3 14 12 10 9 b 6 8 4 14 12 10 9 a a 6 45 1412 10 9 9 8 4 33 A.2)Wd1 UU EMBEDMENT BEDMT OF 1/Cs 6 314'ALL POINTS SOL NC ID-SET ANCHORS SHALL BE 7/e-INTO THE POURED CONC RETE NO EMBEDMENT I4 12 10 9 a 0 6 4.5 /4 t2 t0 0 a 9 a S,S 14 /2 10 B 8 a 5 45 INTO STUCCO SHALL BE PE70.8TTED.1/4.6-20 5.5.WOOIIE SCREE'LSED SHALL BE 1 I/2'LONG NIKMUM SHOULD STUCCO Dm,AND i4 12 10 8 7S S3 JS - 14 12 10 9 a 8 6 5 14 12 10 9 a 7 53 4 •s¢tm a6 OF 0¢R00 1'MM"FOR WALLS WITH NO STUCCO. 14 12 Ed:1: 6 a 8 6 14 12 70 9 a a 6 55 l4 12 19 9 e A 6 4S SCUD 07 3>Q.T 19 5-O- 14 I2 10 o a 7 1 - 14 12 10 9 9 83 5 33 14 12 10 a a3 5 1.5 3 A3)IN GSE THAT PRECAST SrCNE PRECAST CONCRETE PANETS.PAVERS OR ANY VVIEFA BE FOUND ON THE DGSRW WALL OR(LOOK 14 12 10 9 5 75 4.5 - 14 12 10 9 8 8 66 43 14 12 10 9 a 6 IS 7s ANCHORS SI4Y.L BE(AIM.O4DI1GkR 10 RFALCN THE MAIN SiHUCRI.R-c 6E1f0RD SAfD HALL FINISHES.ANCIORACE S1W1.BE u INONlIID ON 14 12 93 73 53 43 -1- 14 112 110 1 9 b 7.5 53 4 14 i2 10 1 9 e a 43 is NOTES AQ&A2)A2)ABP/£.FDR D6IALLATIONS ON'\UM SOCK OR EIFS WITH OR WITHUUf METAL SUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 0 B a - 14 12 10 9 a 0 6 5 f1 12 10 2 0 6S-S ]3 OSTALLATtOH INTO ETES WITH METAL SUDS SEE SRM 20. g_p' ..... _...-. .__...__..__......... ..__.12 14 12 10 9 7S 5S J 14 12 f0 &a 7 Bu 1�] 14 12 0 63 54 4 3 - I4 12 /0 9 6 a - 14 12 10 0 a " 5 75 14 12 10 eS a 5 4 (0) TO DUSTING CONCRETE BLOCK:(ASTM 0-90) 14 i2 a CIS 33 J - /4 ix tD D a a3 43.7.5 14 12 10 B ) 5 u J -f/4'6 TAPCON OR TAPCON WITH A7:ANCED THRENFORM TECH9ROLOGY MC140M AS MANUFACTURED BY LTV.BULDM 14 12 10 9 a a - - 14 12 l0 D 5 7 S 4 14 12 10 9 77 5 . 3 -1/4'6 x.3/4'ALL POINTS SOUD-S7-ANCHORS.AS DISTRIBUTED Of ALL POINTS SCREW.DOLT&�C11'.TY COMPANY. -0' 14 12 l0 D e3 ♦ - - 14 12 9 73 6 4.a 33 - 14 M 7 53 43 15 - _- - 1/4'6 BLUE TAP CONCR.ZE ANCHORS W/CAP AS MARUFACT1Hm ELY F1.ORMA FAMOUS DRECT.INC. 14 12 10 t54 7 4 - 14 12 10 8 73 SS 4 - I4 .12 9 f 73 43 - -114-5 TAPPERS ANCP.OIS AS MNNiACTURED BY PO'RETS FASTENERS,INC„AND DISIRIBUTED BY ALL POINTS SCREN,DOLT&SPECIAETY H Ti 7 3S 45 - - 14 12 f0 0 7S 53 4 - 14 12 9 7 . 4.5 J _ COLWA14Y OR A.' OT/HDt APPROVED LICENSED OR AUTHORQED VENDOR REGISTERED WITH THE AMMCAN SNUM SYSTOIS ASSOCIATION,TEC. 4 12 10 9 8 a.5 - - if 12 IO_ 9 6 4 - i4 _11_ IO 8 63 5 35 - NOTE?,. 14 12 a3 7 55 3-- - ii t2 a C.5 'iR 4 J - i1 8e S 4 1 - - &1)MIHU M E31BEOWENT INTO CONCRETE BLOCH OF TMCOK BLUE TAP W/CAP A1CUOORS AND TAPPER+ANCHORS S 1 1/4'AIH) TAFDON 14 12 93 73 a - - - t4 12 DS a 65 5 - - 14 12 a 0 6.5 4 - - WITH ADVANCED 71VWADF�FiM TECHNOLDGY ANCHORS S 1. IJ DS 65 0 aS - - 14 12 10 0 a5 6 -1- 14 12 8 6S 5 4 14 t2 10 9 a - - - 4 12 10 0 73 4.5 - - 14 12 a5 7 a.6 4 - - &2)A10t:MUM EMBIDMENT OF 1/4'0 r 3/4'Al POINTS SPJO-SET ANCHORS SHVNL BE ENTIRELY OIDEDOED INTO THE CONCRETE BLOCK ND 14 IS 73 e 4 - - rs 11 ] as 2]5 - fi a 53 a5 35 - - - EMBEDMENT DRO STUCCO SHALL BE PERMITTED.1/4'0-20 S-S SCREW USED SHILL BE 1 1/2'LONG Mlh%.UM SIt0UL0 SIIICCD 14 72 B BS 4S - - - 14 12 a5 7 55 4 - - 14 OS 7 SS 5 45= - DaST.AND 1'MURMUM FOR WALLS YaM NO STUCCO. IES CIS 5.5 4 -1- - 14 12 9 7 0 a3 - - 14 11 7 as 4.5 u 1a 12 10 9 73 - - 14 12 10 e'83 S - - 14 12 e a S 4 - - O.1)IN CASE THAT PRECAST STCNE.PRECCAST CONCRETE PANELS,PAVEFS OR ATY VENEER BE FOUND ON THE E7 ok0 WALL.OR ELOCR. 10•-O' 14 103 7 5 33 - -- 13 9s as 5 4 3 10 7S S0t:.'4- _G. AXCHORS SHALL.LIE LONG ENOUGH TO REACH THE RUN STRUCTURE BEH4D SAID WALL SKSHES,ANCHORAGE SWT.BE AS IIX;CA ED ON 14 11 7.55,5 - _ - 14 11.5N D 6 5 4 13 931 a4 NOTES ill)s 8.2)ABOVE- FOR INSIALUII M, CH YIN17.SUING OR En WTH OR WENOUT METAL MUMS COISULIT M ENMEER, OS e S - 74 72 6 SS 33 4 - I3. la 6S3 FOR INSTILLATION INTO£UFS WTM METAL STUDS SEE SHEET 20. 1. 12 10 - - - - - 14 12 9 7 6 45 - - 14 70.3 ] SS 11'-O' 12 9 6 45 4 ] - - 9 7 45 - - (C) ANWOP.S S1ALL HE WSTALLm FOLLOWING ALL OF THE RECOUYENOATICNS AN SPfpnGT1ON5 OF TIE ANCH3R5 MA4LGA••NRER. 14 10 7 - - - - - 14 105 7 33 43 - - - 1.5 FS SD -1- - 95 7 a5 - - 14 15)S a 5 - - 11 9 a - _ (0) SLE SCHEDULE BELOW FOR EDGE OSTANCE(ETI.)VERSUS SPACING RELATMNSIUP FOR ANCHORS. 12,-0• 14 12 to iT 12 a 6 Ss - - - 11 10 95 = - - DOGE DISTANCE VERSUS SPAC7N0 SCHEDULE FOR ANCHORS I S 65 4.5- - - - - 11 a 55 4 31 - - E b 1 _ _ _ MAAUUM ANMOR SPACINGS ARE VALID FOR EDGE UISTANCES INDICATED BELOW.FOR E 0.LESS THAN THE INNrAiEII.IO JCL ANCHOR SPACIN: 73 93 6S s . - 0.5 8 s DY MCLTIPLYWC SPACING SHOWN ON SCHEIXU BY THE FOLOWNG FACIOFM - - INDUCED SPACCr OBfAINEO 11'SM F)--IOM SHALL NOT BE LES TDN MO.luUN SPACWG MDCATED FCR EHH MCHD t rym 13' 14 12 - - - - - - 14 I's 7s a 5 - - - 12 9 e 03 E - - - 10 TS 5 4 J - - - TS 53 4 3 - - - ACTUAL TAPCON WITH TAPPER+ 23 a5 _ _ _ _ _ 12 9 6 4S 4 - - - 95 7 S . _ _ _ _ EDGE TAPCON 7HREA�DFORM TEC KADVANCED AL POINT SOLID SET GIVE TAP W/CW SP�� 6 a - - - - - - I3 OS a3 5 - - - - O5 73 5 4 - - - - GCTANCE 14•-O' i�12 - - - - - __ 14 M5 7 11 3.5 S3 4.5 - - _ - 1 . ETI. Mai.SPAT,RG-3' UK SPACING-3' .SPACINS-1 1/27 MH SPACING-3' 3 3/4' e 10 73 - _ _ _ _ 9 7 4S u= -t - 7 5 1 1 ) - - 1 Hv BLADE W CONCONCRETE7IETE a E711Fr7 l E1L @AT'J'C EIDOK POURED COI+DSE7E a POUISU C9NCR t P.AA®03UEtE MCSatE HOX 13 e - - - - - - 1f a 55 45 - - - - 9 95 43 - - - - MIN r 101 F�•3 1/Y IK En.z 1/1' MK M JlAr� LSOCK EM 1:0.3 1/Y - - - - - 12 D 14 - - - - - 93 7 43 - I- - - ss 10 BLADE WORKING 3I.aOso I.o o.�e t.o o.as15-0' g3 gs _ _ _ _ 5 J _ _ _ _ _ 2 1/2' - 081 1.0 _ 0.6710 - - a3 a - a3 a 4 - IN UNISON♦ 2- an Est ] - - 15 a3 - - - - 9 Es 4S _ - - - - 1i - - 23 9.5 - - - - to 73 3 i 3/d' - 037 - - - 0.43 16--0- 9 6 6 0 43 3 _ _ - - - 1 1/2- 035 - 0.35 93 - - - - - - 93 t T RORIDA BUILDING CODE(Non High Velocity HUrricone Zone TQ(fr'AA. 0 20)5 EASTOW META_SUPPLY,INC BERTHA HVTA Accordion Shutter System Mme _ MREco 1 F c. A■ ■ ■ ■ kV.11AM#1 W/OR W/O HV.1WN70N MAX American Shutter SystemsnV.N, ocsCIRP1109 OAT ?.LAttT B/.. mi- CL z TIWT TESTING &ENGINEERING COMPANY - '•. STATE OF 7L` 4R5 N9.Wt,M.S4.]f L.Fifiu'*Y.'A GWm,-,noAzA 331 Association. Inc. 1 OLD tt-t s? 4113/15!DAM 4>13fi5 iTwTA:(303)6A1-15M.F-:(JCS)371-1531 4268 WestroodS Drive 2 hD p pR NIN1 ,Pu+nrlc No rrt+9:E Iaxc9o9d.T.�n est Palm Beach, FL 33407 --L- 0 QC 4 15-085 QINAu V1 N' Fru7o�Atc f44IGE s SHEET P.E. '8XL IL,NATURE/DATE a t3 OF 20 v � Q� o co _ g N Ld O o� g + C, yyyp j C V 'S2.. < vlJ m C o f 4 z4.1l� m11p+y .y m.0 O Ill r t rx p��E o /A � ■ u °�ryn°. 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