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HomeMy WebLinkAboutProduct Review Affidavit 16 GENERAL NOTES: 1.BERTHA tw ACCORDION SHUTTER sYSDH sHOWN ON THIS PRODUCT EVALIATm DOCu4ENT PED. HAS BEEN VERIFIED FOR CONPUANCE N ACCORDANCE WITH THE 2014(SN EDITION)OF 7HE fLoRM BUILDING CODE THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT Hadi VEU)CTIY HURRICANE ZONES. DESIGN WIND LOADS STALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE,FON A BASIC WIND SPEED REQUIRED BY THE JURNSOcnON WHERE SHUDER WILL TABLE OF CONTENTS BE NSIA LIED WITH A DIRECTIONALITY FACTOR Kd-0.65.USING ASCE 7-10 FOR WALLA71ONS UNDER 2014(5th EDITION)FBG AND SHALL NOT EXCEED THE MAXIMUM(ASD.) DO"PRESSURE RATINGS NDCAIM ON SHEETS 12 TH RLI 17,25,20.28 a 26A N ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LORDS DETIRMNED PER ASCE 7-10 SWILL BE FIRST REDUCED 70 ASD.DESIGN WIND LOADS AREA 1: HV BLADES di BY UWIPLYING MEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(UL£D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 12 7HRU 17.23.20.26 a 26A GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT ANCHOS ON THIS RED..AS TESTED.WERE NOT OVERSTRESSED.A 33%NDS CREME IN ALLOWABLE LOADS FOR WIND LOAWAS DDI USED IN TIMER ANALYSIS.BERTHR SYSTEM COMPONENTS 1-2,0 SHEET 2 KV.ACCORDW SHUTTER SYSTEM'S ADEQUACY FOR MND AND LARGE MISSILE IMPACT LOAD WAS BEEN MOVED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS`. SYSTEMCOLPONI]dT$ 21--V SHEET 3 -NN BIADE 1O/D214D7-03./0715.91-03./1004AII-M/1214.01-03./0.317.02-06.(0609.01-10 AND(0210.01-11 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS TYPICAL SHUTTER ASSEMBLY 38-43 SHEEP"4 -HV WINDOW BLADE®#0505.01-06 AS TAS 201.202 a 203 PROTOCOES AND 0725.01-OB As PER TAS 202 PROTOcOI. AREA 2: HV RIADE�MD W WNDOW BLADE -IN BLADE©/0422.01-05 AS PER TAS 201.TAS 202 NO TAS 2D3 PROF OOM (WHERE /LDP I(`AB O TYPICAL.SHUM ELEVATION a NOES ON LOCKS SHEET S 2.W BLADE(DAND HV MADE&tiE ERGNEE M TO WORK IN UNISON WITH EACH OTHER N AFTM MORE THE DESIGN PRESSURES TRANSITION FROM ETD ZONE 5 TO INTERIOR ZONE 4.EACH MIALLA110N DETAILS A-E�CONC,RDE/BLOCK SHEET B WIND ZONE LIM BE CLEARLY IDENTIFIED IN ACCORDANCE WITH CHAPTER 30.OF ASCE 7-10 STATDMID.ALL MOUNTING CONDITIONS AND FASTENER TYPES SCHEDULES MUST BE APPLIED TO THE INSTALLATION DUAILS F-L.CONDWf/BLOCK SHEET 7 CIENTERMATE DEFNLS W SHEET 8 CORRESPCHDNO MND ZONE THIS SHALL INCLUDE ROCIU MENTS FOR MN.SEPARATION TO GICLASS.DFIIWFATION OF MND ZONES 4 AND 5 AS WELL AS VALIDITY OF COMPONENTS FOR W BLADE 1 M 2 ACCCROgN SHUTTERS SYSTEMS FOR EITHER WIND ZONE SHALL BE PREPARED AID CERTIFIED BY A FLORIDA REGISTERED ENGINEER OR ARCHffWf BASED ON BUILDING CONFIGURATION AND ASCE 7-f0�SMARD.AND SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AT THE TIME PERMIT IS APPLID FOR CF?RERMIQE ALTERNATING DETNIS IN SHEET 9 HV BLADE I! *HN WUDOM BLADE (13 ARE ENGNfEim TO WORK IN UMSON WITH EACH OTHER UNDER THE GENERA.LBaTnow AND OONORNOJS OF USE INDICATED ON SHEET 28. CEMIItWATE DEfALS HD SHEET 10 END CONNECTION DETAILS 1-6.CO tREIE/BLOC( SHEET 11 3.BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT COHIEC110N TO TRACKS SHALL BE 0 1412.75 AND 114%1.75 RFSPECHVE.Y,410-HT MINIMUM MA)al"SPAN TABLES SHEET 12 SERBS STAINLESS STEEL SCREWS WITH 133.0 k i Y13D STRENGTH AHE 180 led TENSILE SM04M PWS SHALL BE COAUED W rrif BERTH NV OACRGSHIE D COATND SYSTEM AS MANUTACfURED BY ANCHOR -CONCRETE&BOCK SLEET 13 APPROVED COMING APPLICATORS,REGISTERED WITH AMMAN SHUTTER SYSTEMS ASSOMTIO.PINS MUST BEAR THE W MARKING ON IBM HEAD. 4.ALL ALUMNWD(TAU90NS STALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 6063--TB ALLOY IS 31.7 k1l AND 35.7 W � SLE-CONCRETE a BLOCK SHEET 14 FOR 6005-T5 ALIDY. ANCHOR SCHEDULE-CONCRETE a BOCK SHEET 13 S.ALL SCREWS To BE STAINLESS STEEL 304 OR 316 ASI SERFS OR C0RRO61ON RFSSTANT CORED CARBON STEEL AS PER DN SM18 WITH So ka MIN.YIELD STRENGTH AND 90 k71 NIL TENSILE ANCHDR SCHEDULE WOOD SHEET 16 STREWTH✓k SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-WOOD SNEER 17 INSTALLATION DETAILS M-R.WOOD SHEET 18 6.BOL73 TO BE ASTM A-307 GALVAWED STEEL.OR ANSI 304 OR 318 SERIES STAINLESS M SS STEEL WITH 35 kd UIN11 YIELD STRENGTH. INSTWATION DETAILS S-X(.WOOD SHEET 19 7.SEE THE fOLLOWNG SHEERS FOR mom sPEcircArO m HV BLADE%13,14,13.16.17&21A END CONNECTION DETAILS 7-12 a K.WOOD SHEET 20 W BLADE •25. W BLADE 3 (9 WORINO N UNISON:13.14 a 16 AREA 3• ITV BLADE f%ONLY 8.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM WAS A US PATENT/6779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY US PATENT 05458,178 ISSUED TD TYPICAL SHUTTER ELEVATION a RM ON LOCKS SHEET 21 EASTERN FETA SUPPLY.INC. INSTILLATION DETAILS M-GO.CONCRETE SHEET 22 9.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE SIRUICIIIRE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR 70 CEHTERMATE DETAILS HID SHEET 23 SEAL/CAW(ALL 9MIIIt COMPONENT EDGES WHICH REWAN,THIN FASTENING IN CONTMIOIS CONTACT WITH THE SUILDNG TO PREVENT WIND/RTW INTRUSION. ENO CONNECQAN DETAILS 1-8 a K ODN CRE1F/BLDC( SHEET 24 10.EACH UNIT MUST BEAR PERMANENT(ABET.IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURIWANE WARNNfS HOME OWNER.7FNA NF.OR OTHERS,MUST PROPERLY CDSE ALL MAXIMUM SPAN TABLES SHEET 25 W NO M CEMEOATES AND ENGAGE DR LOC(ALL HN AND ND LDCM ANCHOR SCHEDULE,CONCRETE SHEET 26 11.SHINIER W)WACAWOrS LABS.SHALL BE LOCATED ON A RFAOIY VISIBLE LOCATION AT ACCORDION STUTTER IN ACCORDANCE WITH SECTION 1710.83 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERT OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.SERTA KV.ACCORDION SHUTTER%S`IEM' INSTAUTATTON SHALL COMPLY WITH SPECS INDICATED AT IN THIS MININGPLUS ANY MUM NO ZONING REGULATIONS PROVIDED BY THE JURISDICTION! AREA 4: HV WINDOW BLAnE ONLY - - WHERE POW IS APPLIED TO.-- - - - - -- - .. - - - - - TML'ICN,WINDOW BLADE a WINDOW DETAIL _ _SHEET 27 13.(a)THIS RED.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,Lt.WHERE THE SITE COMMONS DEVIATE FROM THE PEO. TYPICAL,SHUTTER ELEVATION SHEET 28 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURC7IASE AND NSvL AT10N INCLUDING LIE SAFETY OF IHS PRODUCT,BASED ON THIS P.ED..PROVIDED HESE DOES Nor omm FROM THE CONOf)ON S OEDILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE S THE CONTRACTORS RESPO 90LITY. AREA 5• HV WINDOW BLADE n ONLY (e)THIS P.E.D.WILL BE CONSIDERED LNVAUO F ALTRED BY ANY►FILM' INSTALLATION DETAILS,METAL SND WLL..S SHEET 2BA (d)SIZE SPECIFIC 0R0.JEC75 SHOW,BE PREPARED BY A 11.C6DA RET.TSTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGOEEL OF RbCND-(EO.R)FOR-11E PROJECT AND Y7F10 OVAL BE RESPONSIBLE FOR THE PROPER USE OF THE P.EO.M=n OF RECORD.ACTING AS A DELEGATED ENG61EER TO TE P£D.MMEER SHALL SUU41T TO THIS LATTER THE SITE SPECTM DRAWINGS FOR REVIEW. (e)ONG AL P.E.D.SHALL BENE THE DATE AND OM AL.SEAL Atm SGNAUIRE OF THE PROFESSIONAL E4SM OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE rorl Ha h VeIOCi HUR(C0n0 bane THIS OBTAIN AWM SM I INT ONLYSTATE USED FLORIDA `����•�`•�AP��............R i,� ®2013 EASTERN NEUI SUPPLY.INC. BERTHA HV IL E C O inc- A,S,S,MA, Accordion Shutter System i v WX 11 Tr OR 10 U.Wemox WA a IAV.BLIX z 71LUT TESTTN4 a ENGINEERING COMPANY Ar1Terfean•ShULtEr Syalerna 66GIID1 DATE DRAWN BY. MGL -O: STATE nR *� WW H1.3W,St.a..SDq VRaMN CN✓DM nWJM 331 288AssWe Iron. Inc. 1 � OLD 11-IN a/H/13 GAIL' 04 13/1'5 .' A. • PAaa:(305)771-1530.I-:(305)671-1331 4288 W89trOOd9 Drive 2 �ORIDa `�,�A `--it aft-0oo1�O01"- West Palm Beach, FL 33407 3 DRAWING No ,''sS�o......w`G�\`�.�`` WALTER A 1RLf Jr.iPX , 15-084 P.E. S� jrTai{�/DATE fLOR6A uF/44167 3 SHEET 6, B r./0R WWW RODE WOES 4.637 0 1 HLI V SOD BLADE 2 0 HV BLADE HV UNIVERSAL FLOATER OS HV,,9"180' STARTER 3OQUALIFIED USE W/ UNDER US PATENT 5 9 COVERED UNDER AL PATENT/5458179 QUALIFIED FOR USE W HV BLAD& 1 do Z A�OoRR 6003-TS ALLOY AND TEMPER / O Q ®HV DIRECT MOUNT F0 BlAOAIJ& 1N 6003-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER QUALIFIED FO USE W *SEE LIMITATIONS OF BLADE®ON SHEET 28 BLADE 1 k n 6063-T6 ALLOY AND TEMPER 3.216' I.Sw EMPER- Z570 •124' OBS' r. .536' -� •.000' .670' 2.228' a 2 .994 �0.7 O e HV ADJ. ADAPTER W IJP_ ®HV WALK-OVER T CK 3. QUAIIFlm FO USE W HV _—�-�- eIADE & QUALIFIED FO Us W/ HV ©HV ADJ. FLOOR TRACK OY © BLADE,I & z 9 HV NCH TRACK s7so• 8063-T8 ALLOY AND TEMPER � O QUALIFlEO F USE W/ HV 6061-T6 ALLO AND TEMPER QUALIFIED FOR USE W/ HV 1 HV. RAINGUARD BLADE 1 &® BLADE LO&AN ONLY. QUALIFIED FOR USE W/HV 6083-T6 ALLOY AND TEMPER 938• 6063-T6 ALLOY AND TEMPER MME t &2. 1' 1. V,VBE_'S 1.938' 6063-T6 ALLOY AND TEMPER 1.917' ax. m Owl. 100 .12 �:w0870011 HV CEILINGHEADER HV HEADERAILL Q HD CEILING HEADE SILL 3se1 �FlED FOR USE W HV BLADE 1 ONLY, QUALIFIED FOR USE W/HV BLADE ONLY / O © R�S 1® SHO CEILING HEAQER/SILL / 6063-T6 ALLOT AND T QUAIJFlED FOR USE W HV BLADE 1 1 HD WALL HEADS ILL. SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VALIDITY. QUALIFIED FO USE W/ HV QUAIJFlED FOR USE W/HV BLADEO&@ 6083-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER 81ADE 1�ONLY. 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER BLADE X Y t - COMPat7EM A, B T1 i2 µST x Y MN.t - __ ,1 _ _ _ 2' 2' 125 1' 1' .062 © 2' S'MAIL 1/8' 1/8' W tO 3' 3' 0.090 ® 2- 5'VAX 0.192' 0.192• W( _-ALUMINUM-ANGLES—- ----�— 2�j0 CORNER POSTS . _ __-z3-_._T_IIAX.0_,90_.osa__Nvp - AL1FlE0=Fo -usE w/-liv- = --- --—----- FlED FO/p�USE W/ITV QUALIFIED FOR USE W/ HV — BLADE�1 &(D —_ - - --- MADE lJ&© BLADE (SEE SCHEDULE)_ 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMF'eR \\\\L FLORIDA BUILDING CODE High Velocity Hurricane ZOm J`k%-.Q` (/,.iii' - - - -- - - ®2013 EISLFAN METAL SUPPLY,W. --- uCENs�. BERTHA HV7u ---�---— ' _ =CogIi(:. A■S■S,A. Accordion Shutter System K o AmeNoan ShuHer Systema V.BLADE t w ORr o U.WNOOIT&ADE 3 HV.BLADE y 9%. I :Q` TILLIT TESTING R ENGINEERING COMPANY lv 9tseaeTa are I ORMN W. WL am KW.3WL sl.SLS 3w VFSMCMWOM n=M%331 Assoolatlon, Inc. I OLD 0pinNIt a/13/u are: 04 t3/ts r Pt— (303)0/1-1530.Fm t(306)971-1531 4268 Westroods Drive 2 DRAWING No 0- al:Wta Owls West Palm Beach, FL 33407 s IB-000e7,9 15-084 77lIlIlIIIIIIIIIUN\\ WL7TR A I"J.P.E 4 P.E. SEAL/SIGNATURE/DATE aO+aa U. 441 a SHEET 8 6 9 .745' nAT BN®P t -10 Q4J - g . • =FAM D 062 0 1 a, T!- MASS comm 9N1R avaETt •1,4J w1 m)(ofam (off Pwm> 21 HV CENTER111ATE " . QUALIFIED FOR USE W/ FLV BLADED&®ONLY t(,��1 ® HV LOCK ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUADFIED FOR USE W/NV BLADEQ)do f ONLY • QUALIFIED R USE W/ NV QUALIFIED RUSE W/HV 6063-T6 ALLOY AND TEMPER �2 BLADE I & ®ONLY. BU1DE�&®ONLY. O ALIFlED FOR USE W/DLV BLADE 1 ONLY 25W Oa 6063-76 ALLOY AND TEMPER PLASTIC - MotmD 2.079' •1353* Sl7tElY -AFTER RIVEnNO 1/eP-20 X 3/4" TING 1/4"�-20 R S.S. THUMBSCREW 1VNlJTr *'am"0 AUMN=4-73 MOO 1444E nANc8 7101 1 i7a0' I MW NUISEIR.PAW/062Q AS 4N UFACI M Ut AVDD. PINT FRONT ETLVADON HV MALE® " » LOCKRMAI CHOW T17a0RN,PN6TPW.KV JUSLY 07054 OR EQUAL LO © CKER FOR "T- LOCK CENTERMATE QUALIFIED FOR USE W/ 1 ® BY FEMALE . " LOCK MAIC ® HV "T". LOCK ® HV ALTERNATIVE 6063-76 ALLOY NV BLADE ONLY AND TEMPER QUALIFIED FOR USE WALIFIED FO�USE W )1V QUALIFIED FOR USE W/HV BLADE 1QONLY QUALIFIED FOR USE W/ HV BLADE(I)ONLY W HV BLADE 1O ONLY BLADE ,& ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER W/ HV •„� 3.161 • TiAH DM O RLY cna4cEN �' 546• 0 n 0.675.1071. OD CE W1 NO 2S O 7.125'40c aUAUSE W/FLV BLADE i LOCKING& 2 ®gUALflm FOR USE W/ NV BLADE 1 & 2 O o Y AND TEMPER 6063-T6 ALLOY AND TEMPERv t2'M21 4UALIFlE USE W/ HV E I ,®& 2O'o ssaRa/eY-,4 63-T6 ALLOY AnNO TEMPER (SEE CVUNDER OR KEY - 1.7 (17JWET4 LOCKING RODD 1.78Mme.--- 14 0- - � CK 5-s-- _USE W HV BLADE 1 & - -_- -.— _- - _ --/ O © - LTV 020AISI 304 BY RECENT HARDWARE MORTISE LOM SMES 2333 HOWL DOLT LOCH.-TB ALLOY AND TEMPER HV SORE �{CETAL / QUALIFED FOR USE W/ HV BLADE 1 .ION HALL REQUIRE A 7/16' HO THUMBSCREWS O ©RACKS FOR PROPER_EMBEDM QUAUFlEp FOR U BLADE(&® QUAIJFlm FOR USE W/LN GLAD &O FLORIDA BUILDING CODE 06 High Velocity Hurricane Zone `.P�'�'�(�A TZz"""N" 0 2015 E)SLFRN METAL SUPPLY,INC. - - •�� •VCt iV v'% BERTHA HVTM tL E C O tIM�. A■S.S.A. Accordion Shutter System H V.HIM III W OR W/O ILV.WAN&ADE&H.V.BLADE IP * :*SAmerican Shutter Systems TILLIT TESRNG &ENGINEERING COMPANY DEaOMM as DPAY,N BY. M.L. STATE OF Q: mss NX aft n.ri,Toe.Vnmu OAFMOM nXWA 331gf Assoelatlon, Inc. 7 Oto 11-1" a/7a/o We 04/13/15 Phn :(306)071-1530.I-:(305)571-1571 4268 Westroade Drive a �i-Arl .....,;.. ��•�� ES�•�9•�" West Palm Beach, FL 33407 a DRAWING No 15-084 Ai/011 AL�,t�p�` �EAV-f 4411rug jr.67E a SHEET B F.L, SEgt�$�IIA�URE/DATE 3/8b 41 SHUTTER ASSEMBLY SCHEDULE FOR 4 3 HV 1 HV AND HV BLADES. mull 0 HV BLADE 1 3 F N ® NV BLADE 1Ao 2U HV BLADE 2 ' IMg Or ® HV LONG RECESSED NYLON 13USHING ! I N ® HV SHORT RECESSED NYLON BUSHING 31so ® HV NYLON HAT WASHER EXTERIOR 4 ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 a> • $ 0.870"x3/16" THICK NYLON WHEEL. I 0.188"0 AISI 302 SERIES S.S. RIVETS 1 or 4 or 4 HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REa IRREMENFT0S)R Cts Lr® �3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR Y ® POLYCARBONATE IMPACT RESISTANT HV WINDOWF` i Q® (SEE SHEET 27) H ' °r i ® W? TYPICAL SHUTTER ASSEMBLY SCALE- 3/8' - 1- (1)W PIN®SHALL ALWAYS BE USED AT All EXTERIOR HV�O(R OR®AT BOIIOM IOlUCKLES OF HV ACCORDION SYSTEM W/HVID OR 00324• BLADE'S KNUCKLE. ® 3 (SEE NOTE* FOR (2)W PIN®MAY BE USED ML LIEU OF®/WD ONLY AT REQUIREMENTS) EXIMOR BOTTOM KNUCKLES OF HV AOCORDKIN SYSTEM W/HV(g) .. . 13LME WHEN CORRESPONDING TO PATALIATI(M'CO'AND-DD-. SHEET 27- (3)-W-PIN=0 OR-@-W/—I/`r—O.D.-1/16"TIVICKS.S.-WASHER- USED FOR DIRECT'MOUNT wsTAUATIDN PER OETNL X. SHEETS 11 -- WHEEL CARRIAGE DETAIL --- ---- --- - - — ---- --- �_ -_---_--- — . ASSEMBLY LAYOUT N.T.S. N.T.S. - ,plpuuHHpp77 _ FLORIDA QUI NO CODE m Illigh Velocity Hurricane Zone `����=`Q,',•••••:••., /T���i�� 0 2013 EASTERN METAL SUPPLY,INC. acENs BERTHA HVn A S S A Accordion Shutter System 11LIEC C O I N C. ■ N.V.RADE 1 w OR 1/0 ILV.WNW RADE a ILV.BUDS �'*= American Shutter Sphans ,a, oAn on wN Bf. M.L. AF ' III TILLTT TESTING a ENGINEERING COMPANY �,r:•. '2 :'�� a>as Ke ,s1 s1r vnaaw nn�m.w1 Assoclatton, Inc. 1 OW 11-a1 a/La/Ls DATA _04/13/13 �i Ph—:(NO)O71-13M.I":(305)871-1531 4268 Westroods Drive 2 NG No s'ONAL L ������ ��ES-0006719A XLc E West Palm Beach, FL 33407 4 15084 P.E. SEAL/SIGNATURE/DATE Yana►1Y 0 0187 5 4H E 28 • •NOTES ON HV LOCKS AND CENTERMATES: s c a �• w N u : T °• t. •ONE HY LOCK or SFYLL 8E USED AT t/2 OF S1RJfiER SPAN FDR ANY SPAN SHUTTER SPAI ♦ F3EyA73pOR Ve AHg Hit LOCKwaf MAY BE USED AS AN�1N IDE OR ,USED LOCK.ATEAONED TO�!OR ST� CETNTERLIATIS WA 1/4'H20 x 1/2 LONG FLAT HEM%S.M.S. LOCATION OF LOW SHALL.K AS INDICATED ON TYT'KJI.'S91TTF3L ON. GEM TO TWO W LONDICAIM ON NCK®S OR MAY IBE (ASN INSIDE OR OUTSIDE OC CONNEOEKIN OF t TO�CENTE TES BE ASM&MLOCKS LOGS SHALLL BE AS INOtC A) M SWAM EMAIM 3. 12 M Comm it OR IMM MMMUM QQMMM � �♦ o., j]$Jam_ 3t`(��LOCIONG RODS ARE NOT REQUIRED a URRICANE POSITION. MUT MAY 4 0 ® E USED IF ERm TO EIJHANCE SHUTTER P LOCKING RODS OR AN N-TERNATIVE DETICE MAY ALSO ME USM AT STAC14 POSITION (MON HURRK,ANE POSITI AND IEi�ifN�lA�MAT ELEVATION.CENTERLWEJJ I E HV IOCKOGTK SW1LJ USED lsAN OffnAT HEAD SS._OR WOE LCeffUDAMM FOR LOdt5P1Ui AT 70P aTMOTiOM sriAL1 Be USED.LOC,A(TION 11fI=x 1 2 AS INDICATED ON TYPICAL SHUTTER ELEVATION. R ATTACHED bF xQawve v E amm SHUTTER SPAN SHALL ME DETMINED AS PER SCNFDUIES SHOWN ON SHMT 12. 5. =1 •ONE ALTERNATE HNT LOCK MAY IN UEU OF HY LOCK or FOR ANY SPAN AND r;a l E @NST 1K#NS A7 MNY ELE MLI AL NIGE LOCK MAY BE USED AS AN OE OR OUf51DE LOCK.ATi/.CNLIEM f V OF 1/4.0-200/4'S.S.THUEelSi2EW TO 0 OR 0 CENT04 ATS SHALL QE PAK N/ 1/4Y-20x/4•ALtAL 8 ., RNNuf AS SHOWN ON SECTION MIF;SHEET& LOCK SHILL.ME USED AT 1/2 OF SHUTTER SPAN OR TWO i - C Sig C$w LOGICS AT 1/3 OF sHUTRR SPAN. I! Mill All 111 11 1� 'NOTES ON Hy "T" LocKs AND CENTERMATES: 1. w— M"ONLY MR He kM MMMM 4b AND SEECONENOGTION ONE AL7IRNATE:FN Y LOCI{ MAY III LUS OF FIV LOCKS lM FOR ANY SPAN AND AUA AT ANY OEYATKNN At EOGK Y BE USED AS AN INSIDE- IDE LOCK ATTACHMENT DETAILS ON D f E M 1 r K L O P a K v w x GF LOCK INCLUDES USING RONFORCINC AS SHOWN ON SECTION LAG.SHFET 9,1N9CF1 MIST BE SHEET 11 TYP. CONNECTED TD CENiIINMATES AND W/tj4'4-20 x 1 111'LOW SS TFIREID£D DOLT Wf 7j5•o x 3J32' FULL HEWHf. WWGNUT OR Wj 1/4 A--20x1'S.S.M.S. DNEO A 1/4'hc S/9'RLVNUI K MAY BE DWAUED AT►8MM OR 12' OF CORNL?R MAXe/uU ABOVE AND BELOW MDSPAN.USE OF 7W`O LOCIONG RODS 70P AND MOM IS MANDATORY. CENTi7tMATE IED ��r LOCKS �' A�ae�.QOIO TD•�� YNOTES LOCKS. �a t.EDMA�.r8H MAIM R(31 ALTERNATE HD LM O MAGE tM IN LIEU of /c'1 /'�1 �a W LOCKS(� OR FOR ANY SPAN AND IH5TAUATM AT ALOCK ANNY ELEVATION.AL]E MATE 10 LOCK-0 MAY BE USED - -- - - RE INTTO> INSERT AS AN MOE OR OUTSIDE LAS SHOOWWN W OF HDO--HYS AND HDO IS w!3S EEET 0.ri0CfC LLIY •AND LFA AT .. MOSPAN OR 1$'WOOL M BMW OR AME WDS'AK USE OF LOCKING RODS @ M COLpIB UY OFMWL TYPICAL(i) NV BLADE SHUTTER ELEYNTiON - - ---- _ — ,- - — -= --• =- - _ -> uuutDy RMDA BUILDING CODE Non Iligh Velocity Hurricane lone 02015 FASLERN METH.SUPPLY.INC. �'�••ucF G•C��� BERTHAHYD+ A.S.S,A w Accordion Shutter System V.9ME it W1 OR 11/0 HV.WAY BIDE it KV.9:/DE ti �P+t �t i ALnerlean Shutter Systems oestROMM ear ON"at. M.L_ q 71LLLT TESTTNG Ac ENGINEERING COMPANY AsaociaHon. Inc, r as tt—IYN Of/ID/10 twTc O4 13 t5 ww.xw.SL sI.wA vrcwu crAnxe noM atl 4260 Westroads Drive : Phom:{3os1OTt-tS30.F".:{J06197t-/Slt DRAWING No ® .*toeoo a » West Palm Beach. FL 33407 i 15-084 ''rruir r LLtaua` 107�U. 4444' a SHEET P.E. SEAL1 I�i�JATURE/DATE a 5 OF _ SCHEDULE #1Sr HFM II F i7 MEN" MAXIMUM SHUTTER SPAN 1+'OR 'L-' U*MUM SHUTTER SPAN* 'L+' MUM swn-E]( SPAN*-L+- (R.). FOUR INSTALLATIONS /S�ld(1 N. OR 'L-' QQ FOR 1-' (iL)-INSTALLATIONS wsr I�noN 1 axuD e do ar VY or(S) INSTALLATIONS W/ CONCRERE ec ��' W/ONE H V. LOCK ®or or or a W/ ONE HV LOCKS MANSORY WOOD (1)L+:MAXIMUM ALLOIABIE SPAN FUR A GNEN HD LOCK®W/NO LOCKING RODS or ONE W LOCK or or® W/ NO LOCKING WALL A, B, C, D, f; M, N, O, P, 0, ASO.POSRNf DESIGN PRESSURE RATING. CENTERMATES®&®W/ ONE HV W/ NO IACKI R ® N MOUNTING F, K &L R. S, &V. L-:MAX ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK®W/1W0 LOCKING RODS®TOP & (SEE NOTE t) AS.D.DESIGN PRESSU E RATING. BOTTOM SEE NOTE FLOOR/CEILING G. H. I, 11 R J T. U.W & X (z)PROCEDURE TO DErtR11RiE MAX0/UM SPAN FOR ,,,x,,,A CaNCRVE a WOOD NNSTAUATWNS 0 VAX Asa VAS AA E MOUNTING WALL MOUNrwss(W/80170M)OR FUDGR/C8L0131M ����WOOD axx11 o6mN IKSTAlUTIONs PFEMMRom WALL MOU1tllNG Fl=C- °� WNl MOUNTING ram R �� GIVEN A POS SNE ASD.DESIGN PRESSURE RAT=. MA)QiM SPAN'L+'FROM SCHEDULE. (IPA (i a�a!) ��1/Ca127C MXWTM ('Va �MOUNTM � GIVENNEEGATNE AS.D DESIGN PRESSURE RATING. t♦ L- L4 F) L- L♦ L- La t-(b DETERMINE►WOYUM SPAN 1 FROM SCHEDULE 30 OR 16'-0• 16'-0' 18'-0' 16'-0' 30 16'-0' 16'-0• 30 161-0' 16'-0• FINAL MAOMWI AlIANABIE SPAN IS EQINN.10 THE 35 14'-10' 14•-f0' 15'-2' 16'-0' 35 14'-l0" 14'-10' 35 Iw_r fe'-1o' d MA1 MUM WfUTTER SPAN 1+•OR'L-•FortNWH DINED SPUN BETWEEN 'LI'AND 1-7. 40 13'-lir 13•-10' 14'-2• 15'-r 40 13•-10' 13•-10• 40 14'-2' 15•-2' INSTALLATIONS INTO WOOD SHALL.DE URMA ED TO 45 IS-1' 1Y-t' 13•-4• 14'-3' 45 13•-1• 3'-1' 45 13'-4• fV-a- 105 p3L AS.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DElERt1INE IMLIAUM SPAN FOR 50 Ir-5• 1r-S' 127-8' 13'-Y 50 12•-5• 12•-S' S0 12'-3' 13'-1' COMBPATIONS IN BETNM WALL MWNfINCS - -11• 55 11•-10' 11'-10' 55 I1'-1' 11-i1' W/FLOOR/CEILING UO(WDNCS: 80 11'-4' 11'-7' 12'-4' 60 11•-4' 11'-4' 60 10'-2' Ia'-11• FOR A GIVEN POSITIVE ASD. DESIGN PRESSURE 10-10 65 10'-10- To•-10' 63 s•-s', 1o•-1• RATING; 70 10'-8' 10'-8' la'-9' 11'-5- 79 lO'-6' 10•-6' 70 8•-9' 9-4' DETERMRS; _ 1• W CORNER CFNIEIWTE 13 IMG BE USED AT ALL Ltto MAX SPAN FOR WALL MOUNTING INSTALLATIONS 75 10'-1' 10'-1' 10•-4' 11'-1' 75 10'-1' 10'-1' 73 - 8'-9 MOUNTING INSTALLATIONS. LACKING SPECIFM7)DNS IZt�LIA1C.SPAH FOR(LOOK/CFSLINC MOUNTING 80 9'-10' 9'-10' 10'-0' 10'-9' 80 9'-10' 9•-10' SHiLLL BE AS INDICATED ON WWDATORY CONDITION /2 D45T nON� 85 9•-8' 9'-8• 91-9' 10•-5' 85 9'-6' 9'-6• NOTE 15•SI�5• FOR A GIVEN NEGATIVE ASA. DESIGN PRESSURE 90 9'-3' 9'-J' V-5' 10'-1• 90 9'-3' 9'-31 RATIO% 95 9'-0' W-9' 9'-r 9'-10' 95 9'-0' V-9- DETERMINE L1--MAX SPAN FOR WALL MOUNTING INSTALLATIONS 100 V-9' 8'-4• 9'-0• 9'-r 100 8'.-9' 8•-4• UNSTA(LA X SPAN FOR FLOOR/CEIING MOUNTING 105 8'-T r-11' 8'-9' 9'-4' 105 fY-T r-11' 110 W-4' 17--3- B•-7- 9'-2- 110 8'-4' V-7• SEPARATION TO GLASS SCHEDULE 115 W-2' W-4' 8'-11' 115 8-2' 7'-,r FWAL IW(IMUM ALLOVARE SPAN iS EQUAL TO THE 120 8•-V 8'-r 8•-9' 120 W-0' W-11' MINIIdM BETWEM 1f+'•1x+•••L1=AND•L2-'125 r-1o' a' O' a s• 125 r-1o• e'-8- WIND ZONE MINIMUM (4)GO TO ANCHOR SCUIDULE WITH FINAL MAXIMUM 130 7•-8• r-10' B'-1' 130 r-0• 6'-5- ASTM E-1996 SEPARATION ALLOWABLE SPAN MND NEGATIVE AS.D.DESIGN 135 7•-r 7•-9• r-9• 135 Y-r W-2' TO GLASS �GRATING TO MTERUI NE MAXIMUM ANCHOR 140 r-5' r-r r-6• 140 7'-0- V-1 r145 7••a• 7'-S- r-,• 145 7-3' W-91 1 THRU 3 " 150 7'-r 5'-7' r-4' 7'-0' 150 r-2' V-7' 155 7'-0• W-5' 7•-2' W-9' 155 7•-0' W-5' 160— 6'-11- W-2'- r-1' _ W-7• _ 160 V-11' W-2' 165 V-10' W-1' 7'-W 6'-4' 165 V-10' 5'-1' - - - -- - -- - - - 170 W-9' V-11• 6'-11' 6'-2' 170 6'-9' 4-11' 175 6•-7• V-0" 6'-9• 8'-0' 175 W-7' 4'-9' 180 B'-6' 4'-8' 6'-8• W-10• 180 C-6' 4'-8' ._185_ .W-5_- 4'-8' _8'cT- _5'-8' _., 185 61-5' 4'-6' _ 190 W-4' 4'-5'• 6'-6• V-6• 190 - 6•-4• 4•_5,x — ---- ------- - -- - - - 195 6_3• 4'-3• B_5• 5'_5- 195 6•-3' 4'-S' 1 H V BLADE ---_-- W- ' 4'-2•200 ' zos s-r 4'-1' -6-s• s-1• _205 _ 6'_t'_ . 4•-r _ FLORIDA-BUILDING CODE Nm fF h Vetojd Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. v�ENs :.. BERTHA HVn IL ECO.N4:. A,.S.S�A, Accordion Shutter System * � Shuster Systems v Ift 1 E W/O HK wlATC a RAW KY.BUDS TTILT TESTING R ENGINEERING COMPANY � eE�PIW tMi[ ORAMtI(M M.L -o STAT OF :�` axe K,,Sar`StSt._Vet A�CAFMM nwm 331Association, Inc. I OLD 11-194 a/1a/Ls aae 04/13/15 PAorw (306)871-1530.Fe:;(305)371-13314268 Westroads Drive : ,c ., ORI �y a-e,em eitee0000reom West Palm Beach, FL 33407 3 DRAWING No VMTER A.XW J'.PZ 4 15 084 P.E SFitlNJ `RE/DATE naRV`De'/'4167 e SHEET 28 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR Cl) HV & dk HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ IR L— FOR INSTAL eTION_ INTO WOOD WITH HV BLADE Q ONLY SHALL RESSUR S t• ,4.TA.S.D Mal RES URE RATING-FOR INSTALLATION W11 BLADE M& dA WORKING WITH ADVANCED THREADFO W TUPJ40lI WY 1/4.4 TAMN OR ,t. w/1 1 Y fan.PETIEIRATION J. TAPCON WITH ADVANCE fV OOPmING wow W-ADM y W/ u•q PEtstRATaN 1 �Prvbu1o�! i 1 OR Qr (SEE soHmutE ON SFIEET ts) } p�NG WOOS H�FADEroR. L m MGS OH1� (SEE SCHEDULE ON SHEET 16) 1--I=UAW ( HR 1® 11 LEO. 1/4.4-20x7/4's.S,IALiRIE EI(biINP 1 ON 9fEi?B® W/1/4--20 NUTS o lz'o Wl�S�1 aA�(1J� i FTN6H I Fri s I�OPITOFDL S�rF:y.c n r DaSTaG MR. r WALL :'1• tea:•AEDFINISH 2f a. 2•x4•WOOD L R(W " EKISTM Fla. 3t HEADERHEADER11RED NN SPAFNION 1 HEADERS REQUIRED 'r'WOOD 1100 TAPCON Mw V�iV�ID TO GLASS(SEEI IvTHIXADFORU 901OLILE ON Sj�T L NUN.SEPARATION I (2"x4'CONT.SILL � 'YEX61a0 � � REO'O. �,: 28 Ftlt � �� YOY1hTR OF W000 PIA I ON (SEE SCHEDULE ON 16) O HV WALL HEADER INSTALLATION O+W WALL HEADER INSTALLATION OO F]OSTINO L MN.SEPARATION 7 Mal.SEPARATIONSEPARA H 1 T GG1ISSS . L payer F"--(SEE SCROXI E t CLAW --( ) 2W1)o0 r (S E SCHEDULE q l CN SHEET 12) ExIS1a0ON SNEEF 12)ON SHEET 12) 1 1/4Y-2W/4 SSu•.1s '�,.,4 NACHFE SCREWS w/ INE 9CREM5 •tH,',.•'!(;4� WNL. \ �ti.:`.si`i'' 1/4•-20 NUIS O 1 I L USING 1/4'-20 NUTS I I •- • v f1NSTt I I ^i lz•aa O 12.0.G s m® ' ORI .. .� r't. 1 oa 1® 1 OR 1 OR WOW PLATE17 { 1 4•/ mN-OR-- ® REWO IAP _ 1 T, _ 1•Yfn. t•Wn. / WIH ADVANCED7 4 TAPCON OR 1/4 0 TAPWN OR TTFREADFDW4 TECHNOLOWY w 1/APOON WITH ApVANCE ( TAPCON WIN ADVANCE 3. N 1 2•HAa PE?�EEhATHON OF TFRFi1DfORA1 TECf1NOLOWY 1�SHEET 4 FOR ralm 2k4•CONT. P THRFADFCFM TECHNOLOGY 7 AREA INTO PLYWOOO. PENElRA710N Of SHURER ASSEMBLY. SILL PLATE +l W/1 1 Y UBO.PENEiRAT10N y (SEE SCHEDULE ON SHEET 16) E GSlaG MN.27x4•SNOB To PLWMD-(SEE HFDIJIE ON SFFEET 16)1 E) 2 COMBINEDLMING IN AY N BE X0.0. OF WOOD Pu —--- 1/z--A@1.=Cox fl.YWD00--RD0'0.-- -----.O.is• -T_NNC_REO.O. - _--- -.SU1r-ANY INSTALLAYXP:— --- ; ------- - ( E ON S71FkT,$)==_ --- -- - ---- -- `- PLYWOOD*O.C._BE-TO_ Jo-_-1/2•-ua-mx- -IFA11 FlN6F1- - _-- -- FINISH - - - - - - -- LEN.25X4 STUDS O 0'O.C.MAX IWO• STUDS N ACCORDANCE WITH PLYWOOD REO'0. _ _ PLYWOOD TO BE ATTACHED TO STUDS a AcmRDWCE sccTLon zT22 w TIE Fac. ®HV WALL SILL INSTALLATION Vlllfi SEly 2322 OF THE F.B.C. ♦SEE U IADMIONS OF OF ©}ilf WALL SILL INSTALLATION _ _ ®HV WALL SILL INSTALLATION BLADE 1A ON SHEET - RLARIDA BUILDING CODE Non Il h Velocity Hurricane Zone ````�4�4;` 0 2016 EASTERN METAL SUPPLY.INC. ��. . ce• ,T���, A■S■S■A■ BEaTH�A► HV>u ==IL C O IN C. Accordion Shutter System Amellcan Shutter 1 W OR 10 H.V.OW BLADE h H.Y.BUDS 71WT TESTING R ENGINEERING COMPANY Systems HxwaPna oArz Ia+NrR er: y.L Hgla Naaa 51 St►Jox vrHa4FA QARDD S.FILMM 3116 Assoclation. Inc. 1 OLD 11-1/F a/tE/IS OATL a4 is is �:•. ATA�EGI IR wwo.:(ao6)e2t_tsx.Fox:(ao6)aA,_1s11 4268 Westroads Drive : M00871dcnm West Palm Beach. FL 33407 s DRAWING No P.,��FS •.......•' DATE F*l AR A TIS/K1.r 4 15-084 6 S EF 28 a END INST LL ATIONS1 NV & (114 NV! BLADES INTO "x4" MIN WOOD STUDS. ." Y.ArR �I 2p�4 ttrs u�t+oou�oR T 2xr tax N000 MMOOWbY IM GULM SnDs MO. - 2 xr Wl WOOD i j IMLs,NPlM.X61E) . \ J Atxelas o a•as SROs REDO \ / / r f 1 •L1t T ZOM \ / KM SIUOS VOS1na LUSS F7MRI h Mea f a nON 10+/per/p-''PA7ca° �•1 _ 1. 101514f / \ R.TP t10 SILIDS E]mT. FX151ee0 CLASS D051W/qAM `1 t flO51iN0 L1At4 J \ f/2'uit car ! \ sib fIN fee srrstAla+ t/Y fau mot fK _...�: . m aAvs f/�• ro awse�a 12 EeME RO Gr R,1M000, f Jia• S�EDIif LflZT i E2 FORtt HY1190O. f 12�ams w 91 FT 7e (60aS-Ya)GONGMr/ lir I.COI t2 FOR eADEmND w 9FII 25 al sFiT 2e elAnrs@a A1e1LC1ArR UO PLYWOOD @ate rrui aces@ate ears@a48 1 tat PLATE. LDME f ctsSi( 1 •y5e M a r rq. AT E7� Ll r oie fb C S.U.S. /tmf�Y sus ^— — — R °E .avxx I x0l 4 � (V SEE OEYr4 x OR SUM= X rat OR Q' ' SDE Tena - sixw�I+ILxL'IDIF t�-{.i-�•6�-C°7-G,�-0- &Z".0 0- ep.pr.©- .0 sDE ooeNLrnw O-O•� ° •®- M Tpj"S �Q�••�'E�-�1'®-� TO TwcKs 1p SU-(}691.4 - �'t�-©*(�-�•®- r•T t•z Ua'O•®-U•O•�- ®C-®•C-�•Q�- O©•Q-©• ®1�-Q�•CO©- ,. O•�-�'�-�•� END CONNECTION DETAIL END CONNECTION DETA L(2) END„CONNECTION DETAIL8� oasnrla a tltnuaEa oxtr fas svAre C/tFA7FR Twfl fr-0• DaSTINO O1A55� 7 1 W ADVANCED OR UPCMEADFI 1/19 T QQffmac OR TAPCCW _ �AOlwe"7HP1FAOfiMa/ 100 AaVVY 111 lTia'l,OPO _ TfS7fJOlD4Y tlrf aleDIX TECla.OttXY nr 7xxlEffiF'X J� �• r!T fh•tm+ ffxatolLs r f t/Y uEI ♦ SEE UAIRAMNS OF USE OFF 2xr•YO7.MOOD prNETRATR° 7/DCIIOEO /Y fea".�ITIYLQDH duos REo'a tiro stWq o tY as r+ro snns o 12•ac. ois fi>.a Sfls. ecl�ut ¢ £©O!!SHEET 28 TSCHE U O tSEE f/Y uet 12FOR R911125� ¢ 12 FUlt GUAM r 211W 1/2 UZ 1 -- _ - OR t3-O C?�-eU-E •®• "ALLMM VIEW Y t�-©'c�- Q'�- SAM Rrna MCI PLAN END CONNECTION DETAIL END CQNNECTIQN DEtA1L FLOMA BUILDING CODE Nth Yetoedy Hurricane Zone - - - - "--- „\o fl,& ®2813 EJOSI M UM SUPFIY,ULC. ...._'.tt�T�,,,, BERTHA HV-m ' S!A E C 4 >Eric. A„ ,. System v 1 W ORe o uv MMM sunE a Nx soar American Shutter Systems DEsaemeR CARoRAwR er ML *; - nwT tEsnNe a ENeINEERIM COMPANY Assactallonr Inc. f OLD 11-irr a/u/1e LUT@ O 1$ STATE OF :a 03M KR Self.St.St.St.301%NLcr•S CA NS,FIOMA"' rr•' PholH_(505)071-1530.F-:(3m)e71-1331 4268 Westroads Drive 2 DRAWING No ` 6"M®M 19 OOiA West Palm.Beach, FL 33407 ± rLW1 _084 wr �inr Lj ufm ° SHE P.E. Altfi{sM�AF12E/DATE a 24 OEI' F 20 MW (&9F I1SE F R RFRTNA 171EV B An DGRDON CFLUYTco cycicu nw e� B n• y " I> V®* (P OP (P rool > 1.LNAx.Asa Desch PRLSS!<d RATHM:+170,-no P.0 .. 1 2.LLMC STUTTER SPM or . l ALLOWED LIOUNOIM A 0.C a N ON WM 0.7:AS WELL AS s3a =WTHas w a.T.o at IT ON sins 1e a 19. ® N 4 T BE �AT EGOOR� .ES CIDE OF OF OPP03N0 (�a IYP.G END s • S W FN IMaOOW BIADE®SINLI.ONLY ALLOW A UWM OF 5 OpeaNas (3 MOLES)FOR®PER aIADE AT SPMlII9 SHOWN ON SKEET 27. .. MAX 5 WIM OWS (B)MMR.O1FMUtLCE HDP OR BMW EDGE OF 1M WHOM DIADE® �OW,m AT FN • • • • OF ANY 3'NI 1101E F70R�SfALL BE 12. WINDOW BLADE® ICS ELo BLADE Op11MlG OUT PR011 SfAFDFAS A7 ENDS WY BE NY • ' • • (D)NV 11?DQY BI/VOE®HAAT 13E USED AMINATE 70 A SOLA NE MADE(D �3 1FNOU410UE SNUNFR'S WDRI. , 3q • I� 1 AT EIREIt SLE OF RE3L ALWAS BE I SMM A0.NCIXF TO A SOLID HY • • �p�7tt a SEE ENDCONNECTION f (F)POLY171RBWWE FN WHDD@I%nLL DE NSFMEED SO TABS FAC£ 9 TFE MFfdt10R OF TIfE OPf7♦'11fi�MHG PMDFDCIFD.HV M*1DDMT!(��j1 IASf BE COtBECiION • 4 • • ONLY 1NS7AUED AND LOCKED USING S DETAILS iG A IM TOOL PMOJOED Ur ASSA, SHEET 11 ONF . }y g FULL NE . p§>faR A SEE mom SWING SCIEDUE FOR NSUIL ATOISKID YAOD FRA1E P f i ,�( NO"TE" h SHEET AEQVEI s.AS Uw=IN SPM AND AS.D DESIGN Lam(SEE 7.SFE ANCHOR SPACING SpEDUE FOR MULLATONS Mrfo POURED CONCRETE OR CONCRETE BIOCIO WALL ON SIE73 43&14 AS LUTED BY SPAN AND ASD DESIGN LOAD(SEE NOTES 1 k 2 ABOVE). (( a.USBIAM SEPARATION TO QMSCI EQ6U PFR ASHY E-198& 1YP TOP 3 BOTTOM ® O WHO 20NE YNEEW SEPARATION TO a" D H W a on 6 -V' MlU11m 1 7HRU 3 Y S== 1!L SIM®VI(MN TO CLASS . ==DtAss ELEVATION sE SC EDUE LN%W 12 FOR BLADEND 4 &25• • -..-.�� ANO ON SHOT 28 ETR BAOESO)a: ------------------- 5 �1R)OR ONL1A 1 4 SM NOTE 4 AMM A , sWT/TL �aIERtuL7Es�® \�'—_ W/O ( NOTE 4 ABOVE) PLAN / • TYPICAL(1�'HV BLADE-WORKING IN UNISON WITH HV WINDOW BLADE W SHUTTER* N.T.S. FIARIDA OU NO CODE on lh h Yeloc kurrkone Zo e N fill ®2015 FA4IFRN YLTAL SUPPLY,INC. BERTHA HYTm A.S.S.A. Accordion Shutter System -; v dIIDE 1 N M P o NA.WNW BADE&Kv.six 11 k:• �1C v *= TILER TESTING dl ENGINEERING COMPANY �,�� er Systems pyA TE DRA=Or U.L fl. $TATE Of wN NR JOIR St.a.=4 v amm GARin nom x11 • �• t DID 11-1N of/q/1s aue 04/13/15 9•, F P::•moo? (3o5wt-IM.I-:(305WI-1531 4268 Westroads Drive a O,e•. [ORIO ��`��� •nia3� 5°�' Wast Palm,Eleoch, FL 33407 3 DRAWING No •.......•��, 15-084 •� ss� nnORaTAt�/44107 a SHEET P.E. SAN,N NA'�/DATE a 8 • li '7M!2O15 Florida Building Code Online BCIS Home Log In ! User Reglstrdtion s Hot Topics Submit Surcharge Stats&Facts ': Publications i FBC Staff SCIS Site Map I Links Search Busnes�` Product Public a!essi Regulation Product Approval Menu>Product or Aoolicatlon Search>Aoolication List>Application Detail FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved i Comments i 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 Irodriguez@easternmetal.com Technical Representative Address/Phone/Email I, Quality Assurance Representative Add ress/Phone/Email ° Category Shutters Subcategory Accordion I' Compliance Method Evaluation Report from a Florida'Registered Architect or a Licensed Florida Professional Engineer i, Evaluation Report; Hardcopy Received Florida Engineei&or Architect Name who developed Walter A.. Tillit,Jr. P.E. the Evaluation Report I Florida License PE-44157 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE i. Validation Checklist-Hardq,lpy 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 httplAvww.floridabdlding.orgtpr/pr app U.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 112 L. i �-7120/2015 Florida Building Code Onfine Product Approval Method Method 1 Option D j i Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 1, Summa of Products r _ _ __ FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum in I - �-- — terlocking blades retained by tracks 3- (Non-HVHZ) -Drwg 15-086 (top and bottom) for'storm protection I Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R81 II A.S.S.A. INC. DRWG.15-086.odf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. IIII Impact Resistant:Yes Created by Independent Third Party: Yes I Design Pressure: N/A Evaluation Reports V ! Other: Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.IA. INC.'P.E.R. DRWG.15-086.Ddf { {positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASD load for !HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for j 55 psf HV3 blade w/window blade working in II ! !unison.Max.span for HV3 blade w/o window blade for II. I 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. j ................ -._.._............_.........._....._... .... __...... _............. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by'tracks 1 Only- (Non-HVHZ)- Drwg 15-085 (top and bottom) for ;storm protection ! Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. bRWG.15-085.odf I Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. I Impact Resistant:Yes Created by Independent Third Party: Yes i Design Pressure: N/A Evaluation Reports�i Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf !p.s.f negative ASD load depending on centermates and Created by Independ'entThird Party: Yes i locking rod configuration for the HVi blade, W-0"for+64, i 72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f. for metals stud mountings and W-0"for 110 {p.s.f. for HVi and HV1A working in unison. See sheets 7, it i ! and 20 respectively of installation drawings for other spans and pressures, ....... ................_._.._.,.._.__.._____.._____......... _1389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks i COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom)for storm protection 1 Limits of Use -v - Installation Instructions I 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 FL389 R8 'AE A.S.S.A. INC. P.E.R. DRWG.15-084.Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes {12, 25 and 28 respectively _.....---__—_.........____..__.._......______._._............_............--._.__.__._..._..._.....__._- ____.__............... j Contact Us:;1940 North Monroe Street.Tallahassee Fl.32399 Phone: 650-487-1824 The State of Florida is an AA/EEO employer.Cooyrioht 2007-2013 State of Florida. :: Privacy Statement I:Accessibility Statement::Refund Statement i 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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,'effective October 1,2012,licensees licensed under Chapter 455,F.S:must provide the Department with an email address if they have one.The emails 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. II Product Approval Accepts: I, _• 1. I' I'f http)Avww.floridabtilding.orclpr/pr app U.aspx?param=wGE\/XQwtDgvYYHH2vJvx53MwsXdCOtOXtHs§RTTCYUw%3d 212 I,