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HomeMy WebLinkAboutProduct Approval RECEIVED JUN 217.016 m x ' Regulation Cir `c^ `�r -.cid BGs Mame log in ' user Registration ; Hot Topic Submit surcharge I stats&Facts j Publications FEC Staff BQS site Map i Link I Search j $USir1eSproduct Approval Professiggl MR,public User ryryry n.. `at14n product APP(Mal Menu>Product or Application Search>Application L st>Application Detail b u h^ , 1 FL# F1389-R Application Type ISO Code Version 2014 Application Status Comments Archived Iv Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetai.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer 01 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE 0- Validation Checklist-Hardcopy Received Certificate of Independence FL389 Ra COI HV ACCORDION Cl NQNKYE 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 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 I FL# Nodel,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 limits of Use Installation Instructions Approved for use in HVHZ:No F1389 R8 II A.S.S.A.INC. DRWG.15-086.ndf Approved for use outside HVHZ:Yes Verified By:American Test Cab 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 Fi_389 R8 AE A.S.S.A.INC P.E.R. DRWG 15- 86 odf positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and W-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 Extruded aluminum Interlocking blades retained by tracks I Only-(Nan-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:NO FL389 R8 II A.S.S.A.INC. DRWG.15-085.od Approved formg�VHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact ResisCreated by Independent Third Party:Yes Design PressEvaluation Reports Other:Large Max.Span is 16'-0"for 30 FL189 R8 AE A.S.S.A.INC PER DRWG 15-085 HV odf p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HVi blade,W-0"for+64, -72 p.s.f.load for HV blade for Keystone mountings 7`-0'for +75,-75 p.s.f.for metals stud mountings and 8'-0'for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 II A S S A INC DRWG 15 084 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.Max.16`-0"span at 30 p.s.f ASD load F 389 RS AE A.S.S.A.INC P.M.R DRWG 15-084 odf for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yes 12,25 and 28 respectively 0 Contact Us::1940 North Monroe Street.Tallahassee Ft 3?399 Phone:850.487-1824 The State of Florida is an ANEW employer.CQp,yrigryt 2007-2013 State of MEW.::PMM.r Statement::Accessibility StaMment=:Refund Statement Under Rorida law,email addresses are public records.V you do not want your e-mail address released In response to a public-secprds request,do not send electronic map to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 8so.4a7.1395.-Pursuant to Section 45S.275 (1),Florida Statutes,aTettive October 1,2012,licensees kensed 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.N you do not wish to Supply a personal address, pkaase provide the Department with an email address which can be made available to the pubUr—To determine if you are a i'rcersee under chapter 455,F.S.,please dick here. Product Approval^ccoptw ate®® a GENERAL AL NQ .- 1.BERTHA%,ACCOROIDN SHUTTER SYSTEM SHOWN ON THIS PROWCr EVALVARON OOLTJMENT(PLED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THOS ACCORDION SHUTTER SYSTEM StiM.L NOT INSTALLED AT NIGH YELOCDY HILMC44E ZONES. I� c DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE MaT£R WILL Tt1BB��F CONTENTS BE SWEETS 1 WITH A 15,1 I&20. FACTOR Kd=0.$US,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A5.0.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRD 16,19&20. IN ORDER M VERIFY THE ABOVE CONCFTM ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-f0 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-S: w BLADES CD� AA By MULTIPLYING THETA Br 0.6 IN ORDERTD COMPARE THESE W/MAX(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THPU 15, 19&20. GENERAL NOTES SHEET i IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESfETI,WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS WE USED 1N THEIR, SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WINDED m DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASIrENERS 1N WOOD. -37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WIND AND LARGE MNSSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609,12 OF THE ABOVE MENTIONED CODE AS PER TYPICAL SYSTEM COMPONENTS ASSEMBLY 3NENTS 211-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE Lb J0214.01-03,/0715.01-03,/1004.01-05,/1214.01-05.J0317.02-06,J0609.01-10 AND/0210.01-i1 AS PER TAS-201,TAS-202 AND TIS-203 PROTOCOLS AND ASTM E=1866 AREA 2) FN BLALnE QANo w wNQOW 81ADE hAl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&/1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APP�ICAB O . -HV WINDOW OWE C/0608.01-48 AS PER ASPM E-1866 AND E-1098(MISSILE LEVEL.0,WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND P 0725,01-88 AS PER TAS 202 PR07000L !YPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCREIE/BLOCK SHEET 6 2.HV BLADE 0 AND EN WINDOW BLADE 0 ARE ENClNMUD TO WORK IN UNISON WITH EACH OTHER UNDER INE GENERAL UMRATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(W SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE/14x2.75'AND/14x1.75'RESPEDTIVEI.Y, 410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET B STAINLESS STEEL SCREWS WITH 135.0 I®i YIELD STRENGTH AND 180 lad TENSILE STRENGTH.PINS SHALL BE COATER}WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERiGW SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W MARKING ON THEIR HEAD. 4,ALL ALUMINUM EXTRUSIONS SHAD.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 304 W AND 35.7 Tial FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-TS AIS'. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 S.ALL STREWS RO BE STAINLESS STEEL 304 OR 316 Aist SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50016 WITH 5o Tai MLN.YIELD STRENGTH AND 90 Lata MIN.TENs1LE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK STREET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. , 8,BOLTS 7D BE ASTM A-307 GALVANIZED STEEL,OR ANSI 304 OR 316 SERIES STAINLESS STEER.WITH 35 w MANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14INIMUM YIELD SfRENCTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:ITV BADE(D:12.13.14.15 AND 20 INSTALLATION DETAK5 M-R,WOOD SHEET 15 W BLADE Q&Q WORKING IN UNISON: 12.13&18 INSTALLATION DETAILS S-X.WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUNTER SYSTEM BEARS A U.S.PATENT/8779,562 QOMPONENIS OF THIS APPROVAL.ARE DIVERTED,IN WHOLE OR IN PART BY U.S.PATENT/5'458,179 ISSUED TO EASTERN END CONNECTION-DETAILS 7-12 &X,WOOD SHEET 18 METAL.SUPPLY.TNG 9.R SILNl.BE THE RESPONSIBILITY OF THE CONTACTOR 7O VERIFY THE SOUNDNESS OF THE STRUCTURE DINER£SHUTTER IS TO 8E ATTACHED TD INSURE PROPER ANCHORK3E.CONTRACTOR TO SM/CAULKAREAA 3• NV WINDOW BLAH ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/AWN INTRUSION. TYPICAL SHUTTER ELEVATION .SHEET 19 10.EACH UNIT MUST BEAR PERMANENT!ABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL HV AND NO $$i'A 4:.HV WINDOW BLADE(7}ONLY CENfERMAiES AND ENGAGE OR LOCK AL W AND HO LOCKS. 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE-LOCATION AT ACCORDION SHUTTER W ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE LAM SHALL BE INSTALLATION DETAILS,METAL STUD WALLS SHEET'20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSWS INSTALLATION SHAD.COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. 13.(a)INS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORIVITION FOR A SITE SPECIFIC PROJECT;L&WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THiS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RMPONSISILRY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL BE OONSDERED MAUD IF ALTERED BY ANY MEALS. Cd SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REgSTERED ENGINEER OR ARCHITECT WHICH WILL BECOME'DIE ENGINEER OF RECORD(EO.R.i FOR THE PROJECT AND WHO WILL BE f� FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DEEGATED 84GKM TO THE P.E.D.ENGINEER SHALL SUBMIT TO IN LATTER THE SITE SPECIFIC DRAWINGS FOR REWEW, (a)ORIGINAL P.E.D.SIW1 BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. T FLORIDA BALDIP{�CODE lion High Velocity hurricane Zone P�E A..7l�A�Ai0 2016 EASTERN METAL SUPPLY.INC. A HVTM y �>! 11 L.� C O M G. A.S.S.A. ■S■A■ Accordion Shutter System KV.BLADE#1 W/OR W/o H.Y.YACOOAR aADE /!r" ° ArT1erlCan Shutter Systems AE5CWP1 oN OnTD DRAWN BY: ALL TE ,*� TILLrr TESTING & ENGINEERING COMPANY $p••, �C �fi OM N.N.36Th.St,Ste 303.VMIXIA G4MS.FLORIDA 337 AE30CtOtiOTi• Inc. i OLD 1t-7 S2 4f i3 35 DATE 4/13/15 % ~ Phone:(30)(171-1530.Fax:(3O5)871-1531 4268 Westroods..Drive Z o-awl:tlt+ecaOaoS.cam DRAWING j 5 0$5 '� �P%Q""""G���.`' EB-0006716 West Palm Beach. Ft 33407 3 nA111 L EN�,,,A� FWALLTER u i++1sT s P.E. SEAL"N%X%RE/DATE SHEET e 1 OF 20 -a'r roa.wrap t>v�wc® a vNzt�s 1.as" r 4.371 !' o 1 NY SQUID BLADE UNNERSA `5" g Q HV 9D"j180' STARTER �{,QATER COVER 8179 QUALKIED OR USE W/ t/���� QUALIFIED FOR USE W/ HV BLADE(D ,, V HV WINOQW MAD 6005-T5 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE @ ON SHEEP 19 H0e3-Ts AHOY A I TEMPER 6063-T6 ALLOY AND TEMPER 3.226* 1 .124• 465• to (TYP.) . 7" 2.870• .sse• .870' 2228• � .99a' a 72 ry 842 •�, �)"� $ 15" .092' o 0 7 HV ADJ. ADAPTER WjL1P 4.438• �e20 WAL.Y ' GUsuEIED FOf' (.bpc �Hy WALK—OVERT � 6 HV A01 FLOOR TRACK ) 6063—T6 ALLOY AND TEMPER OUALIFIEDOFOORREUSE�W// W QQK�TRENIFIED oR USE wG v 6063—T6 ALLOY AND TEMPER BLADE(1 ONLY.BLADE6063—T6 ALLOY A D TEMPER ' VARIES8063—T6 ALLOY ANO'TEMPER VARIES 1.936' — 1917'. Ma 063` 063• � .083` $ m .093• .093`' .100 oso• 060 060•• 670 ' �- .093•'.. 1, ti 6 670 1.668' 4 1" 670 to 1 HV NEADERISILL �*� O�11 HY� tuHc HEApER Q Hp CEILING HEADERISILL FlED FOR USE W/11V BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE(1 ONLY SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER'•' E W 14 HD WALL HEADERI$ILL SEE SECTIO S FOR VALIDITY. UALIFIED FO USE W/ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER X 1W t COMPONENT A D T1 T2 X Y t t' t' •082" 2" 2" 0.125' Q 2" 5`MAX. 1/8' t/6' 3" 3• 0.090' 2" 5`Mtk. 0.192" 0.192"=fl ALUMINUM ANGLES � 2.5' r MAX 0.190" a190• 4B;E POSTSLADEV 8063—T6 ALLOY AND TEMPER BLADE T ONLY. O.t39' O.t31' b063—T6 ALLOY AND TEMPER 6063—T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Nan High Velocit Hurricane Zone R; J��' 0 2018 EASTERN METAL SUPPLY,INC. t .......sF., ,� -�-- BERTHA HYTM I IL ECO . ... A.S.S.A„ Accordion Shutter System / * H.V.BLADE#1 W/OR W/O KY.WNDOW BLADE TIW7 TESTING 6c ENGINEERING COMPANY Amertaon Shutter Systems MCIMP ION VAn DRAWN Ur.. MIL ter` Assoalatlon, Inc. 1 OLD 11-192 +/t3/ts We 4/13/15 -• '. STATE 4F .cur 6353 ear.36w.St.stn.3a5.•.mc4aw cvmrr+s.ttotmt Sat Phann:(305)871-1530.F-:(305)871-1531 4268 Westroads Drive 2 DRAWING No FLOR\0 �` n—man:tntaeocad) am `yC��,.' E9-MU710 West Palm Beach, FL 33407 a 1 �085 'reS'S1 NAL 011 ��u t Jr.lE 5 SHEET P.E. Sc rf i�41'�}2E/DATE 6 2 OF 20 4.660' 9' 4.5 i t'-2Ox1/' f/4-20 CAST 93' •745' T.S4.SHI fvxEo'PNNIEO g (2 rlPJ HDUSNO EXVAEL n t oo • p \ m 8*10 PAROV) in Oro o K .062" $ '• ' n o y 875' m c 32' _318 ,ya+y n � aNkYS(astONE (04low PLATED) tFOR QU USE W/HV BLAD ONLY K�1 zs m HV LOCK HV EGRESS_JOCK_EMPER QUAQFIED FOR USE W/ HV BLADE 1 & ONLY 3' ars' QUALIFIED FOR USE W/ QUALIFIED OR USE W/W 6063-T6 ALLOY AND TEMPER � BLADE I ®0 BLADE &®ONLY. UUAUFIELT FOR USE W/ HV BLADE 1 ONLY 25010.0. TES' 874' 6063-TES ALLOY AND TEMPER PLASNC HEADi6" 1.756" 9 ' 4.04;_ 2• MO SECD ' 1,7531 0 60'AFTER RNLTING S N • ,.+ •OB 1 0 ` BEFORE FUVEIING 1/4-A-20 x 3/4 " -I y " S.S. THUMBSCREW 1/4 i-20 RIVNUT* R m *SUM 8444 ALMHUM(2024-73 ALGOL LARGE FANOE T1UN • f 2760' I 2. WW KULSM.PART+0820,AS I4MF=VTFD ar AVDEL UN PFIRM ElEVAIX. � HV MALE 'T" LOC 4. CK WY TEXT".PARAPPM.NEW JERSEY 07054 OR EQUAL. Q ,L,OCKER AOR 'T" LOCK SENT€RMATE QUALIFIED FOR USE W/ NV BLADE 1)ONLY HV FEMALE 'T" LOCK CENTE WX ® HV 'T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ HV BLADEQONLY QUALIFIED FOR USE W/HV BLADEONLY W/HV BLADE(D ONLY. BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER 8063-TES ALLOY AND TEMPERR'' 1.917 3.161 $ ' D THUMOMRN o � • .2f4', 063 2' CYLINDEROCYLINDER 214' KEY ,645' n 0.875-Mn. r .4 fi3 o 1 ,125"Max. m .c O ° p ro O QUALIFIED FOR USE W/HV BLADE T& A QUALIFIED FOR USE W/ HV BLADE t & A , S INSKIRT 6063-T6 ALLOY AND TEMPER HR CENURMAU 8063-TES ALLOY AND TEMPER VARIES 12'.14, OUALIF(ED FOR USE W/ HV BLADE Q)&Qq *RYUNDER 4-2o Ss.a6063-T6 ALLOY AND TEMPER5RIRN E W 11/2' GDER DEY 1.78 Max. LOCKING ROD t/4'e (R HD LOCK Q FOR USE W g1L EQ1 �'1 HV 1 4 0—� AISI 304• BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK SOLT LOCK. 6063- ND TEMPER ti'\'J HV 3/8 4—J.6 ACETAL • QUALIFIED FOR USE Wj HV BLADEO&& A �5 INSTALLATION WILL REQUIRE A 7/16" HOLE ARIES S.S. TH(� BSCR fl LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F \>W6"f a BLADEQ QUALIFIED FOR USE W/ HV BLADED FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone `\\\�lr•••„ /i�� f9 2015 EASTERN META.SUPPLY,INC. -- ERT A H TM 1 L I E C O I N C. A�S.S�A. Accordion Shutter System • � � H.v, aADE fit w/OR w/o H.v WroaN+BLaDe I(, r Amet4can Shuftr SWema REV.Ik DESCEPlmK DALE MWN BY. W.L. TILLIT TESTING & ENGINEERING COMPANY v. Aaaoafallon• Inc. , OLD 11-152 +/13/15 w7E 4/13/15 "a•. 8345 N.X.38U:.SL. St.50.4.NR08LH CNL(a7Ar,FTDREEt 3318 4268 Westroods Drive 2 n Phone:(305)671-1530.Fax:(305)@71-1571 DRAWING No ''� �( ''••••••«''(FCS �`` a mai:t91eco?lg West Palm Beach, FL 33407 3 1 y �\ C WALTER 11X Jr.REf I J-085 FLORIDA Lac.1 44167 P.E. SEAL/SIGNATUREjDATE e SH 3OF 2 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV f4l 41 ce Q025 To MME r W BLADE 1 r@ ar-E .1876. Ili ININDOW BLADE 0625- Q - EKTERGR 19 W BLADE 1A •a623 .0623' W LONG RECESSED NYLON 13USHINGKNUMaPEN .062w5' 975' y E W SHORT RECESSED NYLON BUSHING (TYPI -FLAT W NYLON FIAT WASHER 0 OR 0 gPORnoN R1.7 u W WHEEL CARRIAGE AJSi 302-303 SERIES X 0.870-X3/16-THICK NYLON WHEEL 2 7/8'AIN. W VfiNDOW 0.188"0 AISI 302 SERIES S.S. RrvErs 315-0 '0tEAR 93. A SE1.10N DETWON Q62.' 3.75W @ HV 1 3/4'ACCORDION PIN W1#8 HEAD EXTERIOR SLADE 5 3/4- OPENINGS Rpm @ W 2 3/4'ACCORDION PIN W/ F ON .75w #8 HEAD th: T 4 _r,5 ' POLYCARBONATE IMPACT RESISTANT W WINDOW CLM TYPICAL W WINDOW BLADE AND POLY—CARBON IN WINDOW DETAIL (DOR or @ Ut ?7_ N.T.S. &W FG1 @ OR @ POLYCARMNA7E IM ESIM HV WlNf3QA BAYER MAKROLON POLYCARBONATE V9 1p IV Q. CE RESINS, UV—STABILIZED GRADE OR SABIc PIN OFOUIREME AT EXTERIOR BLADE KNIJCKLE MR To ff_ADE EX 4m INNOVATIVE PLASTIC LEM 103 RESIN w(l)w OG (SEE NOTE 'F- ON SHEET 19). R J rr!"��M (1) W PIN @ SHALL ALWAYS 13E USED AT ALL EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ W@ OR POLYCARBONATE SOURCES FOR(B HV(9 BLADE. EXTERIOR AFIFUCA1111 @ _1 i V PIN QERX( TRAT Is ORO T. NV UER�A E__ T (2) HV PIN MAY BE USED IN LIEU OF AND ONLY AT OR E E._'S XNU7 I uaraaP� man.,inn EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W1 HV 1D (_E.0_ BLADE WHEN CORRESPONDING TO INSTALLATION "ll", S &\ (SEE NOTE *FOR SPECM GRMM ASTM W92 moo IbAi' am IbAr ,D4 t1SHEET 7. T') REGUIREVENTS) nXSLE YMD SIR134M AMU vM RAW PI.L. 0w I-1. FLEXURAL STROOM N YW ASIM D700 12450)P.1. 14401) pmt (3) HV PIN @ OR @ W/ 1/2' O.D. 1/16" THICK S.S-. WASHER FLEXURAL Moo= ASTW VM HAM .:L 3'4.ow P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, if SHEET MMIM aw AM MW 18 Ff-5/1. 17 Fr-lbto RIAGE SMOKE ouf= AVI4 0280 47.2 9 64.5 X WX WEMBLY LAYOUT Mir w flualm ASM am C-1 CLASS C-1 CLASS SELF ICKRION AM.M29 low T 080•F A=31W 011 TEN==194M AFM--*4 ASNON 0782PAJ. OW p.t. Iffil HY SLADE SOLID57 HY WINDOW BLADE DETAILS 7MIE SMESS BOOM WEIMERN0 I ASW 138 1 "",, 1 0800 pal. N.T.S. FLORIDA BUII.DIN6 CODE(Non High Velocity Hurricane Zone, ER A. 0 2015 EASnRN METAL SUPPLY.INC. BERTHA HVTM o A.S.S.A. Accordion Shutter System KV.R"#1 W/OR W/O KV.WWOW GLACE American Shuffer Systems IEV,Fk DESCRIPnoll OATS DRAWR BY. W.L T TESTING ENGINEERING COMPANY 36", A3acclaflon. Inc. I OLD 11-192 4/13/15 TE OF St,St.30S,MGM GkMXM FORM 3316 420 Westroods Drive Phare:(305)671-1530.Fax;(305)371-1531 2 DRAWING No West Palm Beach, FL 33407 3 W-00087 9 70NAILIE-0 WAUM A.rLWIJ,P.r 4 is 085 FLORIDA U.f 44167 5 P.E. gW61WURE/DATE 6 SHEET 0F 20 0-0- �« �: *AOTIES S AND CENTERMATES: A B tc 0 Y N 4 T U • a�+�$aA� 1.MANDXTDRf CXNJOI110N itt HV LOCK I& SHRILL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR W 2 F SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INST TIONS T ANY ELEVATION. NV LOCK or Y BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO OR CENTERMATES Wl(2) 1/4'$-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SH ELEVATION. Ov 2. �.A. IF RED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIERMATES �Rl ON NOTE(i)ABOVE. OAS INDICATED ON TYPICAL SHUTTER ELEVATION. v 4 5 oR 0 al 4 u 1T1 LOCKING RODS ARE NOT REQUIRED AT URRICANE POSITION, BUT MAY D 4 9 ff- ED IF DESIRED TO CE SHUTTER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING PotmoN (NON HURRICANE POSMON). = 4. #L- ONE HV LOCK® ®S,�BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.HV LOCK 2( or'E3� -8E USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO®CORNER CENTEAMATE Wl(2) 114 0-20 x I/2'LONG FLIT HEAD S.S. M.S.TWO LOCKING RODS $ NQC-IAT AT TOP&BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 0 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. a, 6.EM ALTOOME 10 MRQ&M%PIDITION it VALID ONLY FOR MY 5- �8 5 ONE ALTERNATE HV LOCK MAY BE SED IN UEU OF tN LOCK or FOR ANY SPAN.AND Q $ M la lPLS1 . T10N5 AT ANY ELEVATION.AL NATE LOCK®MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT 9 � � OF 1/4'0-20x3/4'SS, THUMBSCREW TO�OR 0 CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. y N b f b RIVNUT AS SHOWN ON SECTION WE, SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 Zv68 LOCKS AT 1/3 OF SHUTTER SPAN. 6.IfANtTATORY.COSIWi10H i3,FOR.1E MOtiNTIND RL4rAL A7:10N4 ONE FIV LOCK 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 TO BSI',AND FOR INSTALLATIONS AT ANY ELEVATION.ITV LOOK @ or 0or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 or®SYMMETRICAL CENTERMATES W (2) 1/4-20 x 1/2"LONG FLAT HEAD S.S. SEE.END J M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/0 CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N 4 J x L M p q A Y rt X SILEETS 10& ItoGHT. FULL II OF CORNER 'NOTES ON HV ¢T" LOCKS AND CENTERMATES: CENTERMATE 1' ALTERNATE HV 1' LOCK MAY BEI IN LIEU OF HV LOCKS OR FOR ANY SPAN AND an an 6 + ax 8 « « t ALLATtO AT ANY ELI VATIC AL TE LOGY BE USED AS AN INSIDE OR C IDE LOCK.ATTACHMENT OF LOCK INCLUDES USING REINFORCING LOC. 4 AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE CONNECTED TO CENTERMATES 0 AND @ W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/718'0 x 3/32' � � WINGNUTOR W/ 1/4'0•-20x1'S.S.MS, INTO 1/4-Ox 518'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS TOP AND BOTOM IS MANDATORY. 8 * 8«I IQs+�OR1 +5-@+® cKs a� RIES! 1.Hi!tACK W/N CFJITEFIiATER C�� E ALTERNATE HD LOCK&MAYBE USED IN UEU OF TYP CA DE -SHUTTERELEVAT 0 HV LOCKS OR qp FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY DE USED N.T.S. AS AN INSIDE OR CUTS LOCK.ATTACHMENT OF NO LOCK TO x IS W/3/8 3/ S.,B'F.H.S.S.MAND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HD3-HVB AND HOC-HYC,SHEET 10.LOCK MAY BE INSIAt2.E0 AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS®IS COMPLETELY OPTIONAL FLORIDA DUMB] CODE on High Velocity HurniconeZone' 0 2015 EASTERN METAL SUPPLY,INC. EN BERTHA T'�9%a ��.. VTM A Accordion Shutter System 1 L E C O N w�. FIV. DAVE#1 W/CR W/O H.V. WINDOW BADE Amertcon Shutter Systema gy.w OESCRIPnov DATE DwwN ar: M.L O: 1TLLIT TESTING & ENGINEERING COMPANY STATE QF W55 NA 36th,St.St.30,V=M cnmEJ+s.r+Avu,,, AaaocTation, Inc, t OLD 11-192 4 15 15 DATE: 4/13/15 ` o8m 0eo� le71-ts31 4268 SUrive 2 DRAWING No� A Ut..0l. mWest Palm Beach,, FL33407 a 5% EB-O87tD 15-08 ONAL J.P.EEDM J ORwA uo.}satar SHEET qtSWk RE/DATE 6 S OF 20 CRETE ANCHORS POURED CONCRETE OR PQi1R® POURED •(SEE.SCHEDULE ON REQUIREDRETE BLOCK 1/4.0-20x3/4•S.S. ETE CONCRCONCRETE SHEET 13) REQUIRED REQUIRED CONCRETE ANCHORS WHINE SCREWS CONCRETE ANCHORS 17 $ faR ANE('.RE uautlnhxl }On SNEer 7) (SEE SCHEDULE ON NUTS/O"-20 12'O.C. (SEE SCHEDULE ON SHEET 13) SHEET 13) 1• 1• Min. 1 4-0-20x3 4•S.S. O• _ Eq• Eq- AS4CHINE SC17hlY5 Q 0 USING 1/47-20 NUS O 12.O.C. t/ .f D.* /2. .250'Max. 3a R5 _ Ox 15 1 D .25W Max. a' � Max. Lis E t\- 1 / 1I W14 �,OPTIONAL 1 1 i, OPTIONAL 1 LIN.SBVFAM To ww r GLASS —{` H�wRON am 0iro ---COR ®* I I IN.SEPARATION TO ctLnss 1 a 9i0?t9 raR t t i E% —'(SEE SCHEDULE ON SHEET 11) OUSTINGiq>a Q$ i MIN.SEPARATION TO MAW 1 DU1SS--•1 1"(SEE SCHEDULE ON SHEET 11) 1 ETIISRNG 1 t 1 A Hv WALL HEAI)ZR INSTALLATION FV WALL HEADER INSTALLATION HY WALL HEADER INSTALLATION + KEYSTONE TY IXISi1NG ( MIN.SEPARATION TO GLASS 0 r—(SEE SCHEDULE ON SHEET 11) 1 i � lOR h I MIN.SEPARATION TO GLA S t 1 EXG ASS 1`tt FC .-mAo "`(SEE SCHEDULE ON S11F>TT it) 1 MADSM&® Q IXiSRNG I OPTIONAL Max. tir OPTIONAL i) i i 1/4•Max. E.O.F* 11 D. 1 a __ 19 - EQ t/ r-- 13 OR 1® 1" 12 OR -- - 1/4.0-20x3/4•S.S. M1a --- PFOLLIPS TRUSS HEAD 1/4'0-20x3/4"SS PHILLIPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HEAD WHINE SCREWS NCRETE ANCHORS �.-/ 1$ T• 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/ 1/4"-20 NUTS O Ir O.C. POURED CONCRETE EDULP ON SHEET 13) Min. OR POURED BLOCK SHEET 13} OR CONCRETE BI.QCK CRETE ANCHOR'S REQUIRED � WALL RE(NLWALL SILL (SEE SCHEDULE ON l� HV WALL SILL FNSTA LATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED (p Hy WALL, SILL INSTAL 110 NOTE FOR COMBINATION OF SECTIONS _ I N STA LLAT I O N DETAILS W/ I-SEEEMBLY SH4 FOR TYROAL SHUTTER 4 E D. EDGE DISTANCE ♦SEE UN ATIONS OF USE FOR HV BLADE 2-MOUNTING SECTIONS CMN BE COMBINED (SEE SPEC(FIGTIONS ON SHEET 13) BLADE ON SHEET 19 N ANY WAY TO SUR ANY INSTALLATION. 11i1t1rr FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2815 EASTERN METAL.SUPPLY,INC. ,.�s,P.•�\cEnrs� :� BER VTM i�L rE C 0 N . A.S■S.AAccordion Shutter System ■ * _ Kv.RACE X11 W/CR W/0 KV.WMOW BADE !xF/ *t American Shutter Systema DEV-0pnoR DATE DRAWN BY.- M1- 'O' `5 AT OF tr fi TILLIT TESTING do ENGINEERING COMPANY Aeaoclatlon. InO. t OLD 11-192 4 13/15 0:A 4 13/15 •' w Ras''K.W.sea.st•'n°'303,�RKA GARDLns.TLanaA 331 42S$ Westraads Drive 2 ., '-- •.•'�'r4��`\`^ Phano:(305)071-1930.Fax:(305)071-1511 DRAWING No ..,,,,.. N%V\p` a-mdl�Ultx�oagl.wm We9t Palm Beach, FL 33407 3 15-085AAArAAONALL \\\\\\ .WALTER A TWT Jr.P.E. g SHEET P.E. SEALJ���NATURE/DATE FLORIDAuc.!A4t87 $ OF 20 POURED CONCRETE ANCHORS I ue�sOMiVu1Ur ♦ r r ros 1 coNL TE (�SCHEDULE ON SHEET 13) 1a a Vis.{$ —Q OR �I -Q I EASnNG REQUIRED --�SL1eaLte ax sretT I I'Lsa:x1cOLee ox .. .. .. DEDGGE OF 14 m , GLASS--i I sr�t it) 0. PPPUCABIE EXISTING� OADEsiO@ Qj awn Sif a i 1,..1 r Rr r } I r r ; EXISTING 4 i I t I #LCx3/4'HEX WASHER NERD t 11 OR 13 OR 1$ 3/a NAR. TEN(SCREWS O 12"O.C, i EDGE OF CONCRETE ANCHORS r 8 r _tLAB IF 7 (SEE SCHEDULE ON SHEET 13) EOF r BBLE EDC OF EDGE r SLAB.IF 1/2 rlr 1 EDGE aF APPu1CA8� a (5sa� .0. 0. APnICASUEPOUREDFOURS CONCRETE FLAN WAD CONCRETE ANCHORS i°01E CH + POUCONCRETE FLAT D REQUIRED (SEE SCHEDULE ON SHEET 14) a seer fa RR 1 OR CONCRETE REQUIRED HEAD cONOREtE ANCHORS i 9.�smhQ7� REONRED °. 0. (SEE SCHEDULE ON SHEET 14) 11 .TRENCH INSTALLATION YAUD ONLY FOR UP TO+70, -75 FSP AS.D. I� FEV FLOOR iSUILj I 1• a HY WALK OYER INSTALLATION DESIGN PRESSURE RATING do FOR SPANS PER V CEILING S SCHEDULE#3,SHEET 11 ogst5w IDR.SOWA CONCRETE ANCHORS m MASE, . O --•+—� N f SHEET 15)SEE LE°N 1/4.0 r N tax Sraz it) I O IXISTNG DUSTING EXISTING---1 -r--••�—^ 1¢NTIS TA ER tjCYD FORM W I 1/4- GLASS GLASS ++x SmNNTIM m aAs1 CLA55--•r F751ETt72Y LpA004 N4EXT:i 1/ MA(. I Irrs aaanwe ax s 03,° - xN 7A,� 3/rN`, W-0, xr a a•0 III 0 T O,C LC. IA TO B-0'SRW ARD LARGER ThAN 1/4• I 1 4e•_r L TO 8FOR �-O•iitx mmy r r MAX S' AS EtW FAMENfR WAD i 3 1$ G 0 S1 Ox3/4"�E. ! (•rnd(5EE xo1E tt�ON s t 1 3�. — } $ Nt1 TWEK SSCCREIM° coir. EVAN1 #14x3/4- HEX HEAD r 1 B" r ht r (� i/rh20x3/s"SS us TEK SCREWS O 8"O.C. rt r CONCRETE ANCHORS _ _ 6 a� #14x3/4'S.D.S. _ __ 1/4' :. �- NC 1/a`i-20 MrtS OR 1/4`0-20 S.S. M.S. i 7 3 W/NUT O 9`O.C. i (SEE SCHEOULE ON 1 4 9"0.Q. I _ _ MOx. I,•4:•:: o 12'O.R RAL ---- -----'} sNEET 14) 17 Ott 16 1/2' 1' 17 18 - 2.0°'LAIN, wW�1ROn1(DECOSON�SNE •;•.1— E.D. SILL) r i EDGE OF .t' POURED coNclaErE I i SLAB IF fell. F.N.S,DS. .•,�A(iN: 1 7 8" 1 7/8 APPUCARL£ CONCRETE ANCHORS SEE NOTE 13(0) TEWOLO) 0 POUREO CONCRETE (SEE SCHEDULE ON ON SHEET 1 SEE NOTE 13(b) POURED CONCRETE ON SHEET 1 •: •'•.r.��" °. ORDUCOMCRETE BLOCK SHEET 14) OR CONCRETE BLOCK —��- REQUIRED KEYSTONE MOUNTING INSTALLAMN oPnoNA1 POURED K HV WA L FLOOR INSTALLATION uMA00M AM.u SHUTTER SPAN 5 ♦e*_M� C014GRETE 4. HY,WALL WALK—OYER INSTAI.L4TION s� THIS IINSTALLA'TION SMALL BE NNE FOR COMBINATION OF SECTIONS: •E.D.=EDGE DISTANCE RE31TNAS E WHEN PERFORMED 1-SFE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET t3) OR ENTRANCE TO AN OPERABLE EXIT BLADE IAAONSHEET 18 FOR �EMBLYOUNNO SECTIONS CAN BE COMBINED --- INSTALLATION DETAILS W/ 0 HV BLADE IN ANY WAY To SUIT ANY INSTALLATION. FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. �ya; ENSF • S' T HVTM /717LE G O�ac� A■" ■S■A■ Accordion Shuttm Itv. ��1 w/oR w/o r{v wlerroowSysteetAnE American Shutter Systems w.tk O scwn0N DATE DRAWN BY: ML 'n,, TESTING ENGINEERING COMPANY AssOCiatlon Inc., o'•. TATE OF ::� am N.N-3dSdo.St„St.305,tV=A CARDERS,FLORIDA 3316 f OL0 11-192 4/13 15 DAIS 4/13/I5 Phone:(305)871-1830.Fox:(3OS)871-1631 4268 Westroods Drive z DRAWING No ���`'�~`\ �1A.- 7tTILUT H. West Palm Beach, FL 33407 4 15-085• P.E. SatfygfRGE/DATE FlORIu L"111 44187 $ SHEET 4F 20 SEE END WALL CON ErS 10 10 SEE NOTES ON LOOKING ROOS(D.W LOCKS(D a,0 INSTALLATIONS W AND AVERNAX W LOCK 0 ON SHM S. Fo-u-T] F—INF� EXInNG G BLADE SLACK OETAIL HW 15 VALID FOR ALL BLADEfHy CENTERMATES CUITERWATES APPLICATION WITH Seo2t 1 (22 OR QEF END WALL QQNNECTION EXISTING GLASS ON SH --———————————————————— @ 3 1/4- ANGLE (6063-16 11/414 TALLO'0 AUN. 1 @.@- -- APOON OPPOSING SYMMETRYGAL .9%) To CONCRETE P/80TTQM)& CENTERMATE CENTERMATE5 MIN. SEPARATION (4)JIO.112ST".ANGLE #10.3/e S.M.S.0 12* w HV LgQK ffror TO GLASS AT EACH D.C.FULL LENGHT. (SEE SCHEDULE ANG )9 ON SHEET 11) 5 EKI ---------- ------- -------- ---- A (D3 L "V F 6-u--T] *j D- (D HVQ HVA HVB. POURED CONCRETE OR EXISTING C7 FOONCRETE BLOCK WALL REQU ED —————-----———--0+@ . — — — --F 6 7 IN ] SEPARATION r YCLASS" mF SYMMETRICAL F @ " 64-6-6 QE�TE!VES m TO GLASS Z) I GLASs V A, @- (SEE SCHEDULE F- W/ OPTION& ON SHEET 11) MN.SEPARATION ("frEMOR) 0.1� -- TO GLASS @ 0'(�)*0 @ F SE SCHEDULE on ON SHEET 11) EK. (INTERIOR) -—-—-—/- -—-—-—---Aw---—-—-—-—- IN ONAL CONCRETE L Fo-u--Tl ANCHORS 0 - 16 D.C. —-—'---- n3 VARIES 6-C) &---' A n3 J!Z- 0 1/2'WAX.SLACK 0 F6 Of 'w Fo-u-T] @j '-!�O HVE HVF** HVD FLORIDA BUILD{NG CODE on High Velocity Hurricane Zone) 1#11# 0 2015 EASrM WAL SUPPLY,INC. 110 CTHA HVTM 0 Accordion shutter System A.SwSwAw H.V. RAM#1 W/OR W/O N.V.WIMM MADE Amerfean Shutter Systems DESINtIFFION DATE OMAN BY. M.L am NW. St TICCIT TESTING & ENGINEERING COMPANY Assoctaflon. Inc. I OLD 11-192 DATE-. 4 13/15 301h� ,St�305.VAOM WOM fORIDA 3316( -1530. 4265 Westroods Drive 2 MWING No G-Mall:kicoftl.". West Palm Beach, FL 33407 3 1DV'.--'Xs:'s� 83-0fte006711J1.9 15— WALTER A.TILUT 4 085 R FLORIDA Uc.f 67 5 SHEET P. DATE - 8 OF 20 ALTERNATE INSTALLATION, W/HV "T" OCK QIJL V MALEIFEMALE "T" LOCKS CENTERM&I S 68) & BLADE SEE END CONNECTION DIETARS ON SHEM 10 A, IN INSTALLATION HY BLAUE OUT W/ HD O—UT RAM 02=0VAX tW.NWAIM ON SIM 0. AS VM 81-40E OEM f�-"M volowa)ONS 9w.MAY w tm WDI Tw ROMM OETAL AG RIOM*0 TIM xiFaNA ARICIN SHEETS f0 Rl�td 0.. ------------------------------------------------ A7 At+ae.mer IA.LORW (4)N.V.. /@INV FIN PNS cr*tp4 P. To rJ LOCK 3 1ArI\ (SM OCINSIDE) I-0 x I I I e jt Q 4k ------ ------- _4 ------ Ak 5 1 2 24 1 2% oe OUT @OR R,- \- W F35 2 1/4' 0-20 x 1 1/2" S.S.M.S. 35* sm KME 6 FOR w W/ 7/8'0 x 3/32' WINGINILIT. (wroNAL)Ht)B—HVB Fo-u--T I HDC—HVC -r woo,ON s"w-t (9 HV 'T" LOCK (OUTSIDE) SYMMIErRICAL HO CENTERMATES SYMMETRICAL HD CENTS RMATES @ W1 ft LOCK (EXTERIOR) W/(BLOCK (INTERIOR) t sum""ALUAQW (02+43 AL"IARCE FLqM MW ...PAT 0= AS WWFAMM by ANDIX CWW TExrow PAOMW,NW JM;Ef Q?W4 OR SWAL .—..—_—_—.,—..—\Allk------ ------ -- SM MM W WOON RMO r 100 W=ON MT I ww rot�awrumvis wumm wrd art(} MOM Ramco IXAM0 DUAL HW-M IS FL MING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone', N Tit 0 2016 EAMN METAL SUPPLY,INC. BERIMA V HV.. Accordion Shutter System A.S.SwAn RV MADE#1 W/OR W/O N.V.WNM SLADE Shutter Systema �,x 0000"" van: 4 IJ V - Vi/L15 r rTAT?eF"- GARDM RDM 3314 VATE ��I TILLIT TESTING & ENGINEERING COMPANY Awoolaflon, 111110. 1 OLD 11�1192 am Kw.3W st.M 30,VEE" 4268 Westrocals Drive 2 LUKIV- PhmI 1(305)671-1130.I=:(305)871-1531 -DRAWING No Ut>me", West Palm Beach,,FL 33407 3 CNf7 ylwm - 15-085 WALTER A. 4 70NAL"E JILUT Jr.,P.E. SHEEr OF 20 P.E.1�49(t VGE/DATE n.ORM U..f 44'67 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE URED CONCRETE OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL ,BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED REQUIRED EXISTING CLAS / EXISTING GLASS CONC ANCHO �pG�NG GLASS —I^ J y MIN ExISflNG CLASS 6 16'O.C. _ 2'MIN. TWIL G,1 SEIIP(SEE 'I_ 17 r. _"r GASS SWEDILLE ON SHEET MIN.SEPAR00TION MIK SEPARATION EQ EQ TO GLASS(SFE t t3AOE TO LASS(SEE W GiASx(i SFE SCHI ON SHEET 1/16'x3'MAX. ON SHEET 19 FOR SCHEDULE O E H 1OEDRLE9ON SHEET m 11 FOR BLADE mAfO (6053-T6)cow:_---_ 8AOE5(OR QIf ON SHEET 19 FOR 1/2" tr-:00-0-0.0- (9) 511TET r9 FDR ALUM.CLOSER _(( TESDQA PUTe (LOCATE / BL,+DFS cDmi(� ADE5(1)OFAT EITHER S,ID�£ MIN 1OF(J) b USE 1.OR 2'MAX. #IGx1/2'S.M.S. I ___,_- (AS APPLlCABLE)x2ktf8ir0'-2')-yk, 11 ®16'O.C. 9 16'O.C. ¢ (6063ALUM1NT$ LLAY)AUM CLIP TMG4 ` (2)1/4-1TO 1APCO S ANCHOTOWALL AT 1-O.C.(LOCATE ATcJ SEE DETAIL X OR & EITHER SIDE OFO),�^� SIDE COkNEC11QNOR V.�' SEE DETAIL X FOR OR TO TRACKS �w�o ® SDE CONNSIDE TAIL X'FOR a 6 7 8 0. a SEE DETAIL x FOTO TRACKS . w 0.®-0.0-©•0- TO TRACKSa 6 738.00-0.0- +©a ©.O.©ap.0.®a'O`0a®•O•0a6. V•`lwa®•®�•�aQ�A 0•®aV.�•®ap.lp a� o E�ad�•®a�•Q� QUA END CONNECTioN DETAIL) END CONNECTION DE-Al L 2� D CO ECTIQN (DETAIL4Q POURED CONCRETE OR 4 ED 2•- REQUIRED ONLY FOR SPANS GREATER THAN 10' /-EXISTING GLASS CONCRETE BLOCK WALL IXIS'RNC 4• REQUIRED GLASS 4 —'——_...— MN.SEPFATWN 01 1/2'SM 70 GLASS(SEE O 16' .C' MRF.SEPAWIIION r b�-_�._____ -=.,---_ ��� 1 SOIEDVILEE ON CDNC if2'MIN. TO GLASS(SEE _ ___ _____ _ ------ -___ s dR4'!-"��:,J�� ON SHEET 19 FOR ANCHOR® 1 BLAADDE®AND 4 - - ©dR Ly CONCRETE BLP17SQ& �.+ �& ---- --- OR@ ANCHOR p ---- oc. 1 z MIN.- -- 4 y ---^- EO _ "MIL"- -- B OR&R(BOR 2'MIN, 2' IN. ♦SEE UM ARONS OF USE FOR ���N y 5 BLADFOON SHEET 19 @OR@OR(qOR0OR� .71L.ILJ. (COR & pLAN DU ILC OR Q a�a©Oapap.®a POURED CONOR£TE OR a(?jw 60•Toaa°�•�` —' ..... � y�s�/ Cltzj.rs t sv�• REQUIRED 10 BLodK wau_ 10•®aQfl•Q�©•©a .0w®•Q�°'©•�a a•tJ•�O O•�a h&O•©a©`O•0a 1 HV BLADE OR HV WINDOW INTO CONC ETE OR CONCRETE BLOCK WALL. ENO CONNECTION DETAIL Q O•®ad�•��•©ate END CONNECTION DETAIL(9) ®•®w®�'® FLORIDA BUILDING CODE Mon High Velocity Hurricane Zone �,5,+�•`��A.T!( 'Ai,,,A 0 201 EASTERN METAL SUPPLY,INC, -SM-THA HVTm op _ i�0 pw,. A.,S,S.A,,, Accordion Shutter System American Shuffer Systems V,N BLADE WON OR W/O. DESOMMON KV.NIF>QON.AOL DRAWN W. MIL TILUT TESTING & ENGINEERING COMPANY Ag30Claflon, Inc. 1 OLD it-t92 4/5—/m pAIE 4/13 15 STATE OF 'ot exin Nr._eM.s<,st.cos,VMGM GvrDM FuxMA 331 ` 4268 Westroads Drive s Fnano:(JOS)&7t-1s3O.Fax:(305)871-1531 DRAWING No e-mail:llltecoftol—M West Palm Beach, FL 33407 3 ¢ OG �i�,�Fs•.........• \`ti��� mE9-0008719 15-085 ,sIONAEr;Gx��` WALTER A rLUT 31.P.E. P.E. Nil; A%REfDATE FLORIDA La.i 44167 6 SHE10 OF 20 SCHEDULE J1 =EIDULE 02 SCNEDt�j F �t MAXIMUM SHUTTER SPAN "L+"OR "L--" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+• W/ ® &S or r oor or OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS CENTERMATESCONCRETE & ND NQ ONE H.V. LOCK ®� INSCALLATICKS ,�}PP4`�t( WW N LOCKING LOCKSE W Wa}t 1Np�p _- -.— WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN OR HD LOCK W/ NO COCKING RODS ar ONE HY LOCK or or POSITIVE A.S.D. DESIGN PRESSURE RATING. L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES(�&®W/ ONE�HV "T' W/ NO LOCK G RODS® ODS / MOUNTING F. K L MR�S�&Pv0 ASD•DESIGN PRESSURE RATING. LOCK @ W/iWO LOCKING RODS(5 TOP & (SEE NOTES t,it) (VXM FOR MOUNTING Q BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING WA PROCEDURE (FOP/BOTTOM) MAR FLO SPAN FOR CONCRETE&WOOD MOUNTING G, H. I, 11, J T, U. W & X WALL MOUNTINGS (TOP/80Ti0M)OR Fl,OOR/CEIUNG: R/nimRw CONCRETE&WOOD INSTALLATIONS RGUGNaR KVmARRt CONCRETE & M GIVEN A POSinVE A.S.D.DESIGN PRESSURE RATING. tap DEEM ASG.DEEM Asp DER" INSTALLATIONS DETERMINE > M SCHEDULE. WAIL MOUNTING FLOOR CE1t&IG t ' MOORlINO GIVEN A NEGATIVE A.D DESIGN PRESSURE RATING, MTNG RGTW RA.RG FLOOR/CEASING YaONRNG {D..J.) NO NRNG (Ruwf.) FLOd't/CEIUNG NOIRT1fILG f1+...IJ OR (f OG-} {+cn-} FLOOR' ALL/ROUIiTGtc DETERMINE MAXIMUM SPAN 'L-"FROM SCHEDULE N L+ (N L-IN L+ L- l+ L-(N L+ N L- MAIOMUM StlttTlER SPAN 1+"OR 2- FOR 30 OR LE IW-o' 16'-0' 18-C t6'-0" 30 IB'-0" 16'-0" 30 16'-O• 16'-O" INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10" 14'-10' I5'^2" 16'-0' 35 14'-10' 14'-10" 35 15'-2' 16'-10" 105 ps•AS.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN'L+'AND -L-'. 40 13'-10" 13'-10' 14'-2' 15'-2" 40 13'-10" t3'-10" 40 1 14'-2' 15•-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13•-6• 14'-3- 45 13'-1' 13-1 45 13'-4" !4'-3' 1' W CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' 13'-7' 50 12'-S' i2'-6• 54 12'-3' 13'-1- MOUNTING INSTALLATIONS.LACKING SPECIFICATIONS W/FLOOR/CEIUNG MOUNTINGS: 55 11'-10" t1'-10" 12'-1' 12'-11• 55 11•-10" 111-10" 55 11•-1' 11'-11- SHALL BE AS INDICATED ON MANDATORY CONDITION#2 FOR A GIVEN POSITIVE A.S.O.DESIGN PRESSURE 60 1 S'-i' i V-4" 11'-7' 12'-4- 60 111-e 1 t'-4' 60 10'-2' i 0'-i t' NOTE/5.SHEET 5. RATING: 65 10'-10' 10'-10" 11'-1' 11'-11 65 10'-1O' 101-10" 65 9'-5" 10'-1' DETERMINE: 70 10'-6" SO'-6' 1O'-9' 1/'-8` 70 t0'-6` SO'-6` 70 8'-9" 9-4' LR+-MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. Lz+=MAX. SPAN FOR FLOOR/CEIUNG MOUNTING 75 10'-I' 10'-I' 10'-4' 11•-1' 75 10'-1' 1 10-1" 75 8'-g' 'tt EXCEPT THAT MAXIMUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9'-10' 9'-10' 10'-0' I0'-91 80 9'-SO' 9'-10' 'L-'AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 8'-8' 9•-8• 9'-9" 10'-5' 85 9'-6' 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK ytTING: 90 9'-3" 9'-3' 9'-S' 10'-1' 90 W-3" W-3" SHALL BE UNITED AS FOLLOWS: DETERMINE: 95 9'-0' 8'-9' 9•-2" W-10' 95 9'-0" 1- CONNECTIONS TO KEYSTONE MOUNTING LR--MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, 100 81-9" W-4" 9'-a' 9'-T 100 8'-9' 8'-4` LIMITED TO +64.-72 p.s.f. AND 8'-0" SPAN, SEE t2-5 MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 105 8'-7• 7'-11" 8'-9' 9'-4" 105 e•-7" 7'-11' MOUNTING MON SHEET 7. INSTALLATIONS. 110 W-4- 7'-7" W-7" 9'-2' 110 8'-4' 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE - 115 B-2' 7'-3 SEPARATION TO GL&S SCHEDULE MINIMUM BETWEEN 1.1+,"Lx+", 'Lt-AND "12-" 120 6'-11• W-2- W-9' 120 8'-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 5-5" 125 7'-10" 6'-8" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 T-8• 6'-5' 7'-10' W-1' 130 7'-B' W-5' PRESSt1RE RATING TO DETERMINE MAXIMUM ANCHOR 135 T-7- 6'-2- 7'-9" T-9" 135 7'-7- 6'-2• WIND ZONE MINIMUM SP AGING. 140 T-5` W-11' 7'-7- 7'-6- 140 P-5" W-11" ASTM E-1996 SEPARATION 145 T-3' 5'-9' 7'-5" 7'-3` 145 7'-3" W-9" TO GLASS 160 7-2" W-.7- 7'-4" 7'-0' 150 7'-2- W-7' 155 7'-0" 5'-S' 7'-2" 6'-g' 155 7'-0" 5'-S* 1 THRU 3 1" 160 W-11' S'-2" 7'-1• W-7' 160 W-11- W-2' 165 6'-10' 6'-1- 7'-0' 6`-4' 165 6'-10• W-1' 170 6'-9- 4'-I1" 6'-1!- W-2' 170 6'-9" 4'-11' 175 W-7- 4•-9" W-9• W-0', 175 6'-7" 4'-9' 180 6'-6' 4'-8` W-8- 5'-10- ISO 61-6" 4•-8" H V BLADE. 185 6'-5' 4'-6" W-7' 5•-8" 185 6'-5' V-6" 190 6'-4' 4•-5' 8'-6' S'-6' 190r6-z" 4•-5" 195 6'-3` 4'-3" W-5." 5'-5" 195 4'-3' 200 6'-2' 4'-Y 6"-4' 5'-3" 200 4'-2- nnnC 205 6'-r 4'-1' W-3" 5-1• 2054'-r FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0%111111111111/ !f 0 2055 EASTERN METAL SUPPLY,INC. h IQ BERTHA IRVTMI 111. E C Q SNC. A. = ►��� Accordion Shutter System FLY.BLADE$1 W/OR W/O N.Y.WNW MADE DATE TiWT TESTING & ENGINEERING COMPANY A1lnertGan Shxl,lfhitr Systems ERR. GescwPnoN GRAwN •NN�II.Lc. 74 5 6795 R.w.70th.st.ste.�G3.VIRaiM4 aMOEM,itDR4V.aJR A33oclalian. 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ANCHORAGE SHALL BE AS INDICATED ON t4 1 &5 7.5 6.5 46 - - 14 12 10 9 8 75 5b 4 14 12 70 9 8 5 4.5 3b N07M At)4 A2)ABW-FOR INSTALLATIONS ON•VINYL SIDING OR EFS WITH OR WITHOUT META.STUDS CONSULT THIS ENGINEER FOR 6'-0• 14 12 110 1 0 6 6 a - 14 t2 t0 0 a a 5 a 14 12 10 9 8 65 13 3.5 INSTALIATTON INTO EFS WITH METAL.STUDS SEE SHEET 20. 14 12 10 9 74 ab 3 - 14 12 10 65 7 &a { 3 1{ 12 a 85 r.5 4 $ - 74 12 70 9 a 8 - - 14 12 10 9 8 05 5 .73 14 12 10 SS 8 s 4 - (8) TO D ISTINO CONCRETE BLOCK:(ASAI C-90) 14 12 8 &5 8b 3 - - 14 12 t0 9 5 85 49 35 14 12 t0 0 7 0 35 s - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BIALDIX. 7'-0• 14 t2 10 0 8 0 - - 14 12 10 9 a 7 3 4 14 12 10 9 75 55 4 3 - 1/4'0 x•3/4"ALL POINTS SOLID-Ser ANCHORS,AS D!5(RIBUTED BY ALL POINTS SCREW,DOLT 4 SPECALTY COMPANY, T4 12 TO 0 6.'S 4 - - 14 12 0 75 0 45 39 - 14 &B 1 5.5 4.5 3.5 - - 1/4'4 DUNE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 12 i0 8b 7 4 - - 14 12 10 9 7.5 4 - 14 12 9 7 75 45 - - 1/4'0 TPPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY AU.POINTS SCREW,BOLT 4 SPML61TY 14 1/ T 65 45 - - t4 t2 10 9 7 55 i - 14 12 9 T 8 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0• 14 12 10 B 8 65 - - 14112-110 9 8 5 4 - 14 12 10 a 8.5 B 3.5 - NOTES: 4 12 6:0 7 5.5 3 - - 14 12 6 &5 SS 4 3 - 25 9b It 5 4 3 - - BCI)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 9.5 7.5 0 - - 14 12 9.5 8 &a 5 - - 14 12 0 0 5.5 4 _ WITH ADVANCED THREADFVRM TECHNOLOGY ANCHORS IS 1". 13 95 65 0 35 - - 14 S2 10 8 65 5 - 14 12 8 &5 S 4 14 12 t0 9 5 - - - 14 12 10 B 78 ib - - 14 12 8.5 7 5.6 a 14 11.5 75 8 4 - - 14 17 7 65 3 35 - - /1 8 &a 45 3.5 - 8.2}MINIMUM T INTO NT O 114'0 HAL x 3/4'ALL POINTS 5(,-20SET ANCHORS SHALL RE 8E ED SH&ELY EBE 1 1D INTO THE CONCRETE BLOCK.NO - EMBEDMENT INTO STUCCO SF1AU.BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHA.I.BE 1 t/2'LONG NINiMLIM SHOULD STUCCO 74 12 8 55 45. - - - 14 12183 7 a5 4 - - 14 165 7 &5 6 48 - - EXIST,AND t`MINMUM FOR WALLS WITH NO STUCCO. 1.5&S 65 4 - 14 12 9 7 6 45 - - 14 11 7 Sb 45 35 - 10•-0. 14 12 to 9 7.6 - - - 14 12 10 e'0b 3 - - 14 12 6 8 5 4 - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOM 14 153 7 3 35 - - 13 9.8 e.s 5 4 3 - - 10 73 5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAND WALL FINISHES.ANCHORAGE SHALL DE AS INDICATED ON t4 11 75 SS - - - - 14 11.5 9. 6 5 4 - - 2.6 9.6 B 6 4 4 - NO'TES 8.7)4 BZ)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT META_STUDS CONSULT THIS ENGINEER. 05 8 5 - - 14 12 0 6.5 SS 4 - - 13 TO Bb 6 4 3 - FDR INST IM)N ONTO EFS WIN META.STUDS SEE SHEET 20. 11•-0" 14 12 10 - - - - 14 12 9 7 6 4.5'- - 14 10.5 7 5.5 45 35 25 9.5 5 - - 12 9 8 45 4 3 - - 9 7 4.5 3.S 3 - (C) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE PNCIOR'S MANUFACTURER. 14 10 7 - - - - - 14 IMS.Z_5b 45 - - - 15&5 58 4,5 .75 - 95 7 45 - - 14 T15 7.5 8 3 - - 12 9 8 45 4 - _ (D SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED. VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12,-0• T4 12 TO- - - - - 14 12 a 65 5,3,- - - 13 t9 GS 8 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: ib&6 4.6 - - - - - 11 8 59 4 &S - - a 8 4 3 - - MMIMOM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN TWE INDICATED,REDUCE ANCHOR SPACING 3.5 95 6 - - - 1319.5105 5 4 - 0.5 0 a 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 B.a - - 14 t&5 7 35 45 - - 11 05 55 45 35 - RFLAIC£D SPACING OHOANED USING FACTOR 5}HAt.I.NOT UE t.ESS TITIAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE }3,-0' 14 12 - - - - - 14 1 I 7b 6 3 - - - 12 9 6 45 4 - - - FACTOR Ob B - - - - - - t0 o 5 4 3 - - - 7.5 6.5 4' 3 - - - - - 12 9 5 b 4 - - - 9.5 7 5 4 - - - EDGE TAPCON TAPCON WITH ADVANCED ALL POINT SOLID SET BLUE TAP W/CAP TAPPER.t a 6 - _ _ _ _ _ 13 as a5 5 _ _ _ .. D.s 75 s 4 - - - Y O�,� DICTANL:E 1NREADFT)RM TECHNOLOGY WN.$PACIPai 14 i2 - - - - - - 14 f05 7 ab - - - - 11 Bb 6.8 45 - - - ED. MIN.SPACING- 3' MIN.SPACING-3' MIM SPACING 3 1/2' MIN.SPACING=3" 3 3/4' 4' I0 7.5 _ _ - _ _ _ 9 7 4b 36 _ _ _ .. 7 6 35 3 _ _ _ RED CONCRETE 4 p0 t l4T&IE EDI✓ .TE gp(7( POURED CONCRETE 01 POURfIt CONCRETE I,POURED OTNOR7E 0043M EtDO( 15 8 - - - - 11 8 5.0 45 - - - - 9 B8 45 - - - - - MOOR,E0.BGQCK UN ED-3 1/2•IOL M.2 tj2"' C�8�OC1C CONCRETE BLOCK MIy E.D.3 rj1' eD.z ifY .S - - - - - - - 12 9 a - - - - 95 7 45 - T 1.0 0.80 1A 0.78 1.0+ OA4 1.0 t6'-o. 14 - - - - - - 35 l0 6.5 - - - - - 05 8 5 - - - - MADE WORKING 9 - - - - - - &s e5 4 - - - &5 a 3 - - UNISON♦ 2 1/2' 0.81 1.0 - - a137 1.0 to - - OS 8 8 - 8 4 2• 0.71 0.51 7 - - - - - 1.5 65 85 - - - - 65 { - - - 1 3/4• - 0.91 - - - 0.43 - Ir-o- 4 - - _ - _ _ 25 9 8 - - - 10 7-51d - - - 1 1 2' 0.35 - 4.75 4 s 45 3 IRS - 95 7 5 " 4 - - _ FLORIDA BUILDING CODE on High Velocity Hurricane Zone \\\A N Tit� ASA/A Til 2615 EASTERN METAL SUPPLY, INC. _ BERTHA H7M �1r A■ ■�■Q■ Accordion Shutter System t L E C a INC. TLV.I3.ADE gi W/OR W/0 KV. WKM RAGE 5 Y° !•^t rT ArnerIcon Shuffer Systems MV.Ak LIESCROPTOR DATE DRAWN SY: M.L. SSATE�F TILLiT TESTING & ENGINEERING COMPANY .[Lr` Association. Inc. 1 OLD 11-192 4 1315 DATE: 4 13 15 8X55 N.W.3(xh SL.Ste.301.VRNANIA GARDW.FLOR6A 331 / / Phan.:(305)871-t53O.Fox:(365)87I-tS3t 4268 Westroods Drive 2 DRAWING No a ftl:Ulteco00eLa West Palm Beach, FL 33407 3 6719 `4001" ONA�Y� �` WALTER FLORIDA UR%1 Jr.ME 4 15-085 P .E. 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