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Stats&Facts Publications ' FBC Staff BCIS Site Map i Links Search Florida Product i t' USER:Publicc User User Product Approval Menu>Product or Application Search>Application List>Application Detail i 05 FL# L389- Application Type ision i Code Version Application Status Approve a Comments Archived L� Product Manufacturer American Shutter Systems Association,Inc: Address/Phone/Email 4268 Westroads Drive ?I 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 i Category Shutters Subcategory Accordio Compliance Method E ation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 1Z Evaluation Report:Hardcopy Received Florida Engineer or Architect Name who developed Walter A.,Tiiiit,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 [1 Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf .I 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 f� I' GENERAL. NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHIALL'NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. p DESIGN WIND LOADS SHALL BE_DETERMINED AS PER SECTION,IBZD OF:THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF. CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADSDETMMINED PER ASCE 7-10 SKALL,BE FIRST"REDUCED TO A.S.D.DESIGN'.WAES ND LOADS" � AREA")::W:BLADC1)& QA -By MULTIFLTING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MNL(ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 &20. - "- GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT,COMPONENTS AND ANCHORS ON THIS P.ED.,AS TEM.WERE NOT:OVER STRESSED,A 33 7L INCREASE,IN ALLOWABLE STRESS FOR WIND LOADS WAS kM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS._HOWEVER,_A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. � _ _SYSTEM-COMPONENTS_ 21_37_____ SHEET 3 RSY ---- - --- BERTHA H.V.ACCORDION SHUT_ STEM'S ADEQUACY FOR WARD AND-IARGE--MISSILE IMPACT LHASEEN VE BRM IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE"YDJTONED CODE AS PER TYIi6V_SHARER ASSEMBLY 38-44 -- SHEET 4 -- - ATL REPORTS: TYPICAL WINDOW BLADE&WINDOW DETAIL -IN BLADE O 10214.01-03.10715.01-03,#1004.01-05,11214.01-05.10317.02-06./0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 AND TAS-2D3 PROTOCOLS AND ASID E-1886 AREA 2: BLADE n AND MV WINDOW B A hAl __AND_E-1996 STANDARDS_(MLSSILE_LEVEL.D.HIND_ZONES.1..2&3)-&-11220.01-10 AS_PER TAS 201.203-&_203 PROTOCOLS LARGE MISSILE [MERE-APPLICABLE_ _ _ -HV WINDOW BLADE ®#0505.01-o8 AS PER ASM'E-1886 AND E-1996(MISSILE LEVEL 0,"WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER JAS 202 PROTOCOL TYPIGU.SHUTTER ELEVATION &.NOTES ON LOCKS SHEEr 5 " INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HHV BLADE(DAND HV WINDOW DUDE (f,�i ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL UUITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-M, CONCRL•TE/BLOcK SHEET 7 L3:BERTHA H.V.ACCORDION PINS(HV-SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TOJRACKS-SHALL BE-#14.2.75'AND 114:1.75'RESPECTIVELY,410-HT MINIMUM SERIES - CENrERMATE' DETAILS NV SHEET B STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CEMERMATE ALTERNATING DETA4S-HV SHEET--q- - - COATING APPLICATORS.REGISTERED WITH AMERICAN:SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON'THEIR HEAD. " S � � S - .0 " END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 11 4.All ALUMINUM"EORUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY:AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6D(i3-T6 ALLOY 6:30:0ksX AND-35.7 kai FOR M,A)BMUM-SPAN TABLES SHEET 11 6005-T5 ALLAY. ANCHOR SCHEDULE- CONCRETE&BLOCK. SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH W ksi MIN,YIELD STRENGTH AND 90 k-1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. _ ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL OR AIS(304 OR 316 SERIES STAINLESS STEEL WITH 35 Lai MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 0: 12.13.14.15 AND-20 INSTALLATION DETAILS M-R,WOOD SHEET 16 NV BLADE QQ &® WORKING IN.UNISON: 12. 13& 15 INSTALLATION DETAILS 5-X,W000 SHEET 17 - - END CONNECTION DETAILS 7-12"&X.WOOD SHEET 18 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM DEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT/5'458.179 ISSUED TO EASTERN METAL SUPPLY.INC. .- ... _ ... . AREA 3:.FIV WINDOW BLADE R.ONLY 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER.IS TO BE ATTACHED TO INSURE'PROPER ANCHORACONTRACTOR TO SEAL/CAt1LK ... " ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST:PROPERLY CURSE ALL HN AND HD CENTERMATES AND,ENGAGE,OR L LOCK ALL HV AND HD LOCKS. AREA 4: HV WINDOW BLADE L I 1 ONLY 11.SHUTTER"MANUFACTURER'S LABII.SHALL BE LOCATED ON A READILY VISIBLE.LOGDOY.AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.6.3 OF FLORIDA BUILDING CODE ONE;LABEL SHALL BE INSTALLATION DETAILS, METAL SND 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 SYSTEM'S-INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE - - PERMTT IS APPLIED T0. - - 13. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPEanc-PROJECT i.e.WHERE 1HE 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/SNE DOES NOT'DEVIATE FROMTHIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (0)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC.PROJECTS SHALL BE PREPARED BY,A,FLGRIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE.PROJECT AND WHO WILL BE RESPONSIBLE FUR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER SHALL SUBMIT TO THIS LATTER THE,-SITE SPECIFIC DRAWINGS FOR - REVIEW. - - (e)ORIGINAL RED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF.RECORD THAT PREPARED B. ... ... .. 111111 ... .. FLORIDA BUILDING:CODE(Non High Velocity:Hilrricone Zone P m 2015 EASTERN METAL SUPPLY,INC. SCE (,t,;, BERTHA HVTM v *- Myo.�a, IL E C O �u�. A,S.S�A, Accordion"Shutter System 6 ';' _ H.V.BLADE#1 W/OR*0 RV.WINDOW MADE •9 //J c. .... ...... .. AmeLiCan ShuHer Systems EV:W DESCRIPTION DATE': wkL"er: ILL �= "TINT TESTING & ENGINEERING COMPANY Association, Inc. , OLD 11-192 4/13/15 DATE! 4/13/15 y 0�;. ,i. Of . •: � 1;scv N.W.31ith.St.Sha 303.IAcwu crADCIs.noun.33I • Phon.::(305)871-1530.Fo.:(305)871-IMI 420 Westroods Drive 2 DRAWING No `�� a-mon:b1tecoOcof,- West Palm Beach. FL 33407 3 '''•./0NAL 1NGVd``� WALTER IILUf' .P.E 4 15-085. ALTfSy0L1TURE/DATE FLORIDA Lc.1 44167 5 SHEET P.E. SE 1;" 1 OF 20 ... m• J'r fmt IRNWIr MADE�A' @ : -" N" VARIES .1918' - 1.491• .. •.T' 'se: 4.7B. mo • Mai. 1.00' 437 It 857' 4,,95 0 54 _._. � � � 4.999' .375 g� 5 j STARTER �HV SOLID BLADE gOHV UNIVERSAL FLOATER a \" QUAU COVERED UNDER US PATENT it 5458179 QUAUFlED FOR USE.W/,HV BLADE(1 HFlED FOR USE VI/ 1UA HV.WINDOW BLADES 6005-TS ALLOY AND TE14PER ® QI 'MOUNT USE WHV 60 BLADED QUUAALIFIEDD FFOROR 63-T6 ALLOY AND TFMF'ER 'SEE_LIMITATIONS OF USE of BLADE ®ON SHEET 19 BVDE __ _ _ _ _ 8063-16 ALLOY A TEMPER 12q• 6063-T6 ALLOY AND TEMPER -� � __" .3•n4�___-_.- 1.500' - - - --- --.- -_ _ ___ _ __ _ 6�r X70' :j 2.670- iM1 3.56' 6 1.000' .670' 2226' -, 072 of r _ _ -_ - 4.997' __ -_-_ _- - `° __ _ __ - - c,._ _-_ __ - ___ 0 642 P3.226' 815 .092' v w L 4 1---:{.16• .920o-o?z o, H AOJ..ADAPTER /_� 125' _ QUAUFlED:FOR USE'W/ HV - HV WALK-AVER TRACK - �HV. W.-FLOOR TRACK BLADE HV 0 QUAUFlED FOR USE W/ HV TRENCH TRACK 6063.16 ALLOY AND TEMPER BLADE1 QUALIFIED FOR USE W/ IIV QUALIFIED,FOR USE W/ FN - 6063-T6 ALLOY AITD TEMPER BLADE Q.ONLY. �" HV RAINGUAD 'BLADE: I 6063-T6 ALLOY AND TEMPER OUAUFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER V VARIES " 1936' ('l 1' 1.915 BLADE 1 Max. VARIES 1.936' 6063=T6"ALLOY AND TEMPER 1:917 $1. ': o , _o �a__.__.-_ Fr � I _ o.OB3^083C93- .9 125'^2 ' , 09 v 676 0' 6701.68_6' 0'2 -670 l�' o �' _� l l HV CEILING HEADER C� HV-HEADER/SILL O �) HD CEILING HEADERISILL 3529 Q Inm FOR USE W/ HV BLADE(110NLY, QUALIFIED O633RT6 ALLOY AND HV BLADE ONLY QUALIFIED FOR USE w/ HV BLADED 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY.- SEF. SECTIONS FOR VAUDfIT. QUAUFlED FOR USE W/ HV 6063-T6'AIlOY AND TEMPER 6063-46 ALLOY AND TEMPER BLADE Ql ONLY.' - 6063-T6 ALLOY AND TEMPER T - COMPONENT A 8 T1 T2 .XMKYIR1t : .. -I- I i- D.o6Y 2' 'S'MA%.I 1/8' 1/8' I V8 2' 5-MAX. 0.192' 0.192' 16 SIDE ANGLEOSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 z.5- 17'MA.X]0.190• 0.190• BLADED QUAUFlED FOK USE W/-HV ___ QUAUFlED FOODREUS W/ FIV BLA6063-76 ALLOY AND I.EMPER BLADE 1 ONLY. 2' 5'1,1A%.10,139' 0.131' 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ....... FLORIDA BUILDING.CODE(NOTL High Velocity.,Hurricane Zone . .``����(�P:•I•�L�� A ,,7j'. .(0 2015 EASTERN METAL SUPPLY,INC. BERTH HVT'M P' ENSF Accordion Shutter System L ECO 1 N C. A■S■S.A. H,V.BLADE#1 W/DR W/O H.V.WNW#DAM American Shutter Systems REV.N DESCMPTIOa OAT[ DRAWN BY: M.L •j Wil/VN� : c TILLIT TESTING & ENGINEERING COMPANY " �; Associa#ion. Inc. , Dtn.11-192 4/13/15 DAIS 4/ts/15 STATE OF W S A3S5 KN.Sea,SL,Ste.393.MGM OAAT4NS.FLORIDA MI 4288 W@.StTon, Drive 2 _ '� O• �OR�� ���• Phwro:(sDs)6-d:t D. . :(303)871-1531 DRAWING No 'NF 4-tea:ES-0006andsm West Palm Beach, Ft 33407 3 719 15-085 s NAL���`•l` WALTER A TLLLR h.P.r 4 P.E..S`Yl>Y�I SlGWA 6E/DATE: 'c`ua.s 44167 5 SHEET a. - 2. OF 20 .. - ... .. .. 4.680' .929• 4.578' ._ i 1/4'-10i1/Y 1 4'-20 8:CAST 745• 2.293' _ _ :531• Mr NFAOp7l iNRFAOED 1lousm ENAWa 745' S.S.U.s R41(E0 PAWIEO' Ap(p 4 C. I M (2• BAKED PArM _ m EGIESS NRN .- . a 1W08. rN q1 0 1_.325• I :716 e•t51: ___ �jr a�7F�D)(OOR)NE (CHROME BMSS C M7ED) J 21 HV CENTERMATE o, iso "1.3zs $ g a a HV LOCK HV EGRESS LOCK 2_ 0 CE T - --- --- QUALIFIED-FOR-USE--W/-HV-ALLOY AN TEMPER1--& 1�ONLY _ __y�3� _ .875" ___ QUALIFIED FOR USE W/ HV QUALIFIED FOR USE NL HV 6063-T8 ALLOY ANO TEMPER OU TIED FOR USE W/ FN QLAUE 1 &- ONLY - -Q= '- - - - - -- 6063-T6 ALLOY AND TEMPER (2-3 HV CORNER CENTERMATE --BUroEQQ BLnDE(�&.Q-QALY.- _ -- OIJ --- - =-- -------- -- - A - ONLY _ t6 2874'_ _ UFIED FOR USE W/ HV BL RE(l PLASTIC HEAD 2 o O� - - - ----- - -- _,. - TO a _ _ ...__. _ .—_______-.— __.-MOLD - n 1.7�fi� .922' _ _ -_ _ _. _ . __SCREW _5�_ q 2.079• 1.753" 4 ' g .360'AFTER RIVETING 6 "i___ �N�. �s-• N 1/4"..9-20 X 3/4" BEFORE RNEIINC 000* " S.S THUMBSCREW 1/4'0-20 RIVNUT* 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE TION .. • .o SNIET NUT500.Mifi.j 0820.AS:IOWUFACNNFD fiY AVDEL �,•_;:T30'_'___� • I.---�- -I m .. Levi GtO:RfiY Tt=M.PARS--..NEW JO SEY 07054 OR EQWLL_ PLAN FRONT ELEVATION (R HV MALE "T" LOCK CENTERMATE � � � 4.9sfi_._. .___ LOCKER FOR "T" LOCK CENTERMATE QUALIFIED'FOR:USE W/ FIV BLADE IOONLY HV FEMALE "'T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE LOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FO USE'W/`HV QUALIFIED FOR USE W/ HV BLADEQONLY QUAUFIED FOR USE W/ HV BLADE ONLY W/HV BLADE 01 BLADE 61 ONLY. 6063-T6 ALLOY AND TEMPE 6063-T6 ALLOY AND TEMPER .5' 1.917' 917 _ 3.1614_43 FI D I .. - CYLINDER OR .063' .214' tO .63 - 06' ' KEY CYLINDER14' .545• 0.079-Yfn. 1 :125'4-. O C OC O C E C MNG O a Va f 01 QUALIFIED.FOR USE W/ HV BLADE(D&&. A QVAUFlED FOR USE W/ HV BLADE 7 & HD CENTERMATE'S INSERT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER VARIES, 12'MIN. QUALIFIED FOR USE W/ HV'BIADE(J& 1�1! - t1.1 O' 6063-i6 ALLOY RANO TEMPER J THUMBIURN lo- -(SFS oETAIIS�IWS *1/2- DO - OCYDNDER KEY L 178 Ma ..._- ® LOCKING ROD z!�, _ a/a-o, ® HD LOCK OUAUFIED FOR USE W/ HV BLADE(D 375'0 O (3`� FIV 1 4" -20 AM 304 BY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. � 6063-T6 ALL AND TEMPER l3� FIV 3/8"0-16 ACETAL �5ERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV'BLADED& (A) ,/INSTALLATION WILL REQUIRE A 7/15' HOLE THUMBSCREWS .. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zor1e DTiSSILLED AT TRACKS FOR PROPER EMBEDMENT ..QUALIFIED:F .t ItN r1 BLAOE U QUAUFIED FOR USE W/ HV BLADE n ;4�•,:_•� ,,� - - 0:2015 EASTERN METAL SUPPLY,"TNG" BERTHA HV -TM' �9 '-, HV-TM' A.S■SQA. MAB DEE #1 W/ CR,W hKV.WINDOW BLAtDEE American Shutter Systems TILUT TESTING & ENGINEERING COMPANY y -: oEs11-19 oATE DATE- 4: 13/ Association. Inc. , OLD 11-19z a/13/u DATE- 4/13/15 36M.St,Sm,303.Vfir-:(305 Raba.1316( 4268 Westroods Drive 2 (3o5)871-1530.E� (3os)871-lair _ DRAWING Na .,,FF' •.....•• `� ,,mow:�Te«ooaol.tam West Palm Beach, FL 33407 s _ •,x,,rrSSIONA�-���•``` WALTER A 1303�0130671UIT 9.P .E. 4 - _ 15-085 -nnmuull�` u FLORMA c.6 44167 5 SHEET P.E.. SEAL/SIGNATURE/DATE. 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 'HV 4, 3/80 12 L©UDE PCE TO rA 4625' 4 3 i �mmcc��E �i /,A 1675'4 =`i O HV BLADE.1 I t i— /'\7v. rl at .0625 ,0625' ® W BLADE toxlNDow DwDE os2s' SF x x- , l ... .. II a BLADE'S - .7875' Y HV LONG RECESSED NYLON BUSHING s t j n KNUCKLE o�PE14N .0625� . _ 39 � N (ryP) / o.a625M. o . Q HV SHORT RECESSED NYLON BUSHING - �� . ' -_ - - 1) O_- MT PORNONW NYLONAT WA_H_ OR-(13 - �•---111 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I .499'P 40 n "•\�- �/�A2.6750' X 44 _9;8707x3/16"THICK NYLON WHEEL_._-_ 3_ I I • "' _ ; I _---- '- -'---`-- - -- - '---------- 2-CLE AIN. I / I HV WINOOW 0.188'0 AISI 302 SERIES S.S. RIVETS - "'( - SEPARATION 03.7500' - _ DEMEEN .0625'- " BLADE - '0625' r ® 1(V 1 3/4" ACCORDION PIN_ W/ #8,HEAD * EXTERIOR ( OPENINGS / t 5 3/4' F!'➢tR4 X—Y f _ N C ERS " .7500* HV 2-3/4" ACCORDION PIN W/ b8:HEAD * _ _ -I --; -- I •-= 41 �a7�'Q`,a a I-- -i- - / I6C�/4• 1 PAR OLYCARBONATE IMPACT RESISTANT rlv�vnrlDDw `I L a TYPICAL HV WINDOW BLADE h�A AND t ! ! POLYCARBONATE" HV WINDOW DETAIL Q)OR ® 4 or @3 M.S. FOR �'I REOUIREME19) :-I (DOR I I *POLYCARBONAjF IMP NOTE ACT RESISTANT FjV WINO BAYER MAKRDLON 3103 POLYCARBONATE" * !! !I My OR BLADE KNUCKLE FORPIN REQUIREMENTS-AT EXTERIy I 12'Mm clf cE RESINS;:W;STABILIZED GRADE OR.SABIC �__J1____.._ TotuADE M INNOVATIVE PLASTIC LEXAN 103 RESIN F I I Q OR ® (SEE NOTE 'F_"ON SHEET 19). (1): HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV 1D OR EXTERIOR POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY ,,�E ,ESAPPLICABLE fT.T.S. ,NV PIN2 OR AT (2) ITV PIN ® MAY BE USED IN UEU OF (9 AND ONLY AT © Exr 4OR I. P1J7I: EXTLF210R DO'f10M KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D PDJ24• BLADES KNUCKLE. r (SEE NOTE =FOR ��MAM 's„'D"t D.° 5A 0.o".m�• BLADE WHEN CORRESPONDING TO INSTALLATION "I1 SHEET 7. Oar- REOUIRENENTS) .. - - Td51E TIE10 SNFNCM AM 0838 9.400 D++. 9500 D.+.i. ! I j FUXUM S?MCM Al TSTD ASTM DM 12000 R.1. 1.%0 D+1 (3) HV PIN ® OR Q W/ 1/2" O.D. 1/16'" THICK S.S. WASHER O 5 j i Iii ruLnRAL B000LOs Am meO 390000 pvi: JVi=D.a SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X; �R��\ ti" jII ! neAce SHEET OO ` ? NE M0 ASY 0254 a Er-ems n rr•m� t WHEEL CARRIAGE DETAIL SS :S Duma AVU D2 .�.�x 44:5 x MAX M AEMBLY LAYOUT PAIS of 11 a AS. c-I CASs o-1 CLASS N.i.S. 51F 1W9110N ASTM DIM 1007 9801 DFA71l,8NR ASM C155 TENSLr M0,0111 Arm WMMEMM ASTM 838 '9302 Dsi: 8890 P-1. (1) HV BLADE SOLID & (A1 HV" WINDOW BLADE DETAILS �°"`""° ASM as 4,6,°''` N.T.S. FLORIDA BUILDING CODE(Non High Velocity..Hurricane Zone C1)2015 EASTERN META.SUPPLY,INC.' " BERT........... N AccordionHA te System IL :G C O iNC. A.S.S.A■ ITV.BLADE , W%DI:VV,�FIK NINDDW GLACE American Shutter Systems 4EV."N, DESCRUMON DATE ::DRAWN Dr! LLL TILLR TESTING & ENGINEERING COMPANY z 33 '*= Association. Inc. , OLD n-1sz +/ICL/Is DALE 4/13/15 ATE OF - 0351 N.W.36N.s. 51.15 v.F-r(WS)6 aD153 3318 O�' � 4268 Weslroads Drive 2 P6000:(}05)871-1530.FaX:(}0571-15}1 DRAWING No ORIDA "..'y�`` mos KIL�c9o4a.4«D West Palm Beach, FL 3340.7 3 OVAL 00'0``A WALT"&TITILLLLR Jr.P.E. g SHEET FLORIN Lic.a 44167 P.E; §pNt/310N�%RE/DATE e" 4 OF 20 ®'®« 4 m_ *NOTES ON HV LOCKS AND CENTERMATES' A e c5«® 1 MANMTORY CONDITION JAI:ONE HV LOCK®or SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN "L7 OR 12"ABOVE OR KBE OW ]] 2 OF SNIlTTER SPAN FOR SPANS UP TO 105 AND FOR INSTALLATIONS AT ANY ELEVATION. FiV LOCK or Q MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 0 OR CENTERMATES W/(2) 7/4'0-20 x 1/2'LONG FLAT HEAD S.S. M.S, LOCATION OF LOCK SHALL BE AS INDICATED ON 05 .04 TYPICAL SHUTTER ELEVATION, 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWD FIV 16« — LOCKS�f .S OR(!§MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR�SHA RE AS INDICATED ON NOTE(1)ABOVE LOCATION-OF LOCKS-SHAW BE AS INDICATED ON-TYPICAL SHUTTER ELEVATION.- yam-- 3. OPTIONAL CONDITION � IID ONLY WHEN ` RY COND((ION 1 OR 1 J(�D zuDAMff CONDITION 5 61 O oN 4_ _ -__ _ i^ 2 IS USED WZM H.V- LOCKS): LOCKING RODS q*RARE NOT-REQUIRED AT HURRICANE ALTERNATIVE BUT MAY II ��oai� � _"�_ _ BE USED_IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS MAY ALSO'BE-USED AT STACKING POSITION (NON HURRICANE'CANE POSITION). I' 4.MANDATORY COND1fION•2.•ONE HV LOCK 0 51iALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK! or QST SINLL DOUSED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO CORNER CENTERMATE W/(2) 1/4 0-20 z 1/2-.LONG FLAT.HEAD S.S. M.S.TWO LOCKING RODS „ No�<- AT TOP.& BOTTOM SHALL BE USED.:LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1115 v � MA)OMUM SHUTTER SPAN SHALL DE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ;40 S5 3 DR ; ONE ALTERNATE HV LOCK q_(j MAY BE:USED N'LIEU OF HV LOCK or: FOR ANY:SPAN AND O b= A4 INST DONS AT ANY ELEVATION.ALTERNATE LOCK 0 MAY BE USED AS AN INSIDE OR OUTSIDE:LOCK.ATTACHMENT Ing, f 5OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR 0 CENTERMATES SHALL BE MADE W/ 1'/40-20x3/4'_ALUM. bRNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHALL-BE USED AT 1/2 OF SHUTTER SPAN OR TWO vNg LOCKS AT 1/3 OF SHUTTER SPAN. 111 11 11 1� I 6. MANOATDRY CONDITION jU FOR KEYSTONE MOLINPNG MSGLATIONS: ONE HV LOCK @ or @ or 0 SHALL DE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN:OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @'or®or al)MAY BE USED AS AN INSIDE OR I 1F W7-7 OUTSIDE LOCK, ATTACHED TO or SYMMETRICAL CFMERMATES W/(2) 1/4'=20 x 1/2.LONG FIAT HEAD S.S. SFS END_ _ M.S. LOCATION OF LOCK SHALL BE:AS.INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS Q W/ CONNECTION OR(5j TOP AND BOTTOM IS COMPLETELY MANDATORY. SEE EN ON D f E N 1 J K L M P 0 R V W % SHEET" 10 h 18 TYP.FULL i It �; `NOTES.ON HV 7T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER ' `Ulnnmm w�'._ - _ -----...- --- - --- CENTERMATE 1.SECOND A_TEANITE TD AL NDATORY CONDITION'/1 VALD ONLY FOR HV'f'LOCK •{.AND CENTERMATES AND ONE ALTERNATE HV'T'LOCK Cid MAY BE INSTALLED IN LIEU OF HV LOCKS 2!9 OR FOR ANY SPAN AND @m�Tmlel,Om(alm1U ,,'' � INSTALLATION AT ANY ELEVATION.ALTERNATE LOCK 0 rY BE USED AS ANINSIDE OR OUTSIDE LOCK.ATTACHMENT 'LL�� UVJ �LJJ v OF LOCK 0 INCLUDES USING REINFORCING LOCKER AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 0 (3ma©m ------ CONNECTED TO/CEMERMATES' 8 AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0.x 3/32' MAXIMUMWINGNUff OABOVE D4 BEL WIMIDSPANS U EOOF TWO LOCKING DS®TOP AND8' RIVNUT.LOCK MAY BBOTOM IS MANDATORY.E INSTALLED AT MIDSPAN OR 12' (s�.�s)m T s•nvlm�y`•�m a 5� *NOTES 9N HD LOCKS & CENTERMATES: 1.HDH✓n' W/HD 1ER CEW1l�TF5(,� Oa 2 W/ : ONE ALTERNATE HD LOCK(3�MAYBE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS OR q FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE ID LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK�TO 0 IS W/3 g8 x 3/4'F.H. SS.M.S.,AND INCLUDES REINFORCEMENT.INSERT(ES AS SHOWN ON SECTIONS HOB-HVB AND HDC-INC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MA)OMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS qT IS COMPLETELY OPnONAL FLORIDA BUILDING COD (Non High Velocity Hurricone one P.T""', ®2015 EASTERN MEIAL SUPPLY.INC. :'SSP 1 \CENSE' BERTHA HVTM !L E C O INC. A.S.S.A■ Accordion Shutter System KV. BLADE#1 w/OR W/0 KV. NINDOW BLADE American Shutter Systems _Ne DMRIPnOy DATE'' DRAWN BY: 'Ml. ! TIWT TESTING & ENGINEERING COMPANY o STATE OF =�II 615 Nw.36-3L,Ar.373.0 NaA 7Jlmw,RORDA 131 Association, Inc. 1 a.D n-152 +/13/15 DATE: 4/13/15 sJp — PAcne:(303)871-1530.Fax:(30.5)871-1931 4268 Wesfroods Drive s DRAWING No �'����� •:.. RI ��`�` ,-mom:cneroocol.com West Palm Beoch, FL 33407 s /•••:•-••'�G3``3 WALTEREB-ALLJTI Jr.P.E a 15-085. ONAL C433a� n.CR.w Ge.9 44107 5 SHEET P.E. SF1C}�1�'i4}ttiUFE/DATE s. 5 O 20 TE Fn"-,Sl NCRE(E;ANCHORS POURED CRETE BLO POURED E SCHEDULE ON EQUIREDOR HETE BLOCK _ 1/4.0-ZOx3/4'S.S. POUCONRED CONCRETE- EEr 13) CONCRETE ANCHORS YAtlONE SCREWSR OUIRID REWIRED FW2 (SEE SCHEDULE OFfT 1/4'-20 CONCRETE ANCHORS 18 . oxE(SFE YOUMMOON SHEET 7) SHEET 13) N17'O 12'O.C. (SEE SCHEDULE ON SHEET 13) _�. .r Min 1/4'0-20x3/4'.S.S. ua• t20R® - - I EO Ea NACiINE SCRE1ri �' � E 1 2' r•_ - USING 1/4'-20 NUTS O 12'O.C. _ -_ E.D.♦ /2 .250'Max. -- - ,.-� 13 Oa 15 -- WIL!Ir II 0 Max. ax.D Mii1 � l-.25 rOPTIONAL I i I PRONAL I _ r YH SE1 TO (SEE- i� _ MIN.SFYNLIDON_TOGL If I [90 -�UR ♦.___ _ _ - - 1 _ _ _ _ E)OSRNCGLASS_ (SEE SClS -SCHEDULE ON-SHEET 11)- SH .- EXISTING DyO,,G�g�N i MIN.SEPARATION TO CLASS - - GLASS--i `(SEE SCHEDULE ON SHEET 11)' ouslwc class-- C HV WALL HEADER INSTALLATION O HV WALL HEADER INSTALLATION C: :HV WALL HEADER INSTALLATION + KEYSTONE EXISTING ( SCHEDULE ON SHEET MN.SEPARATION TO GLASS r1+ GLwCs-� ,a gpp„k;,-- 1 OR ♦ - -. I , 1 EXISTING.. --(SEE (1 MIN.SEPARATION TO CLASS OL(SS ' 90�,r tlH DQ7 r1: I' -(SEE SCNTAULE ON SHEET 11) r �Il TOR W4C VAIO' . i ON am 16 FLALLTIIUII Ly B/aLSmg p,1 U•+ EXISTING i r l' - I_---OPTIONAL DA E. ♦ 1 Max. I t/4'Max. odnaNAt. �� f /2 TJ E. I13.* ii ii I i i i iF :D. I r r I --- 19 I EO - ,/ -- / t�ORO --- I .���_1/4'0-20x3/4'S.S. Mi4 / �_ 50-17-111 W-•,EO-; PH, TRUSS HEAD 1/4'0-20x3/4'S.S.PIIIWPS / ` I MAC LINE.SCREWS USING , CONCRETE ANCHORS ..TRU 55 HEAD,MACHINE SCREWS 1� CONCRETE SCHEDULE O N �7 R)8 I 1' i 1/4'=2D NUTS O 12'O.C. (SEE SCHEDULE ON W/t/4'-2/4'SS O 12'O.C. X41 (SEE ET EANC ON SHEET 13) 1Min. POUREb CONCRETE SHEET 13) POURED CONCRETE K � CRETE ANCHORS OR CONCRETE BLOCK OR CONCRETE BLOC REQUIRED � WALL REQUIRED HV WALL SILL INSTALLATION '/ (SEE SCHEDULE ON `J HV WALL SILL INSTALLATION POURED CONCRETE__ SHEET 14) OR CONCRETE BLOCK WALL REOUIRm (E� HV WALL SILL INSTALLATION ND,E,TOR OOMBIM°DDH Or SFCDONS: I N STA LLATI O N_ D ETA I LS W./ 1- SEE S14CU 4 rOR IYPMAL SHUTTER 4 E.D. =EDGE DISTANCE -ASSEMBLY iICADQTlS ♦ SEE.BLADUTIONS Or USE FOR (10 HV BLADE E S 2- MOUNTING SECTIONS CAN BE COMBINED (SEPECION SHEET I3) E lA ON SHEET 19 N ANYWAY 10 SUR ANY INSTN.LADON; FLORIDA BUILDING.CODE(Non Nigh Velocity.,Hurricane Zone :_.�C '� 0 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM o = IL EC O INC. A■S■S.A. Accordion Shutter System * - _ RV.B(AOE#) w/OR w/o KV.WINDON BLADE • !� /,� *_ American, Shufter Systems .-N DYSGEPnON DATE "DRAWN M: M.L. MPANY TILCIT TESTING & ENGINEERING CO Associctton. Inc. :1 OLD n-1Bz 4/13/15 DAZE .4'/13/15 9'•; aisa nX a56.SL.St.307,PJHGIrA GIRDENS.!LORCA 311 4268 WCstroads Drive z Ph—:(305)871-1530.Fm:'(305)971-1531 DRAWING No '4a=rasa:61t«0oaw.can. West Polm Beach, FL 33407 3 s/ANAL EN rI.. AOW 71TTLUT Jn P.F.. F. 15-085.:. '77hiN x RGRIDA Uc.p 44167 s SHEET P.E..SEALYY�I,NATURE/DAIE 6. 6 OF 20 CONCRETE.ANCHORS Isi srixAlar+ ♦ i•_" - i LtRa SfPARAttQI "�1-- 'POl1RED I I '' 1 OR ® I 1 I CONCRETE (SEE SCHEDULE ON SHEET 13) - TO GLASS(SEE EXISTING , 10.aAS5 REQUIRED _I _ EDGE OF of=E 011 ET GESS-_I YlG 7DIRARaV 6 i(SR SO4DUE D s. ! --- SLAB D' CNqw jR - ' To ans 3 i .D. A.PPUCABLE. EXi�s� RADLS W& 1 \ r^ON SIM - \ I I 1' 9. .I i ALTERNATE" ,I , i t IXISTING _ i E : ANCHOR" I✓ i LOCATION G+3/4-HEX WASHER HEAD 1, OR 3 ORU5 S i 3/0 NRt.. K SCREWS® 12-O.C. -EDGE OF I ' CONCRETE ANCHORS I 8 I APPLICABLE (SIF SCHEDULE ON SHEET 13) E , tl �I - EDGE OF -EXISTING GLASS � _ NOE OF__ /1�2 •_1 __ I -_AP LE SU-B IF Icl. APPLICABLE ...EA:- - E.O. APPLICABLE POURED FIAT HEAD CONCRETE ANCHORS I To CLASS(5¢ P D.• _ CONCRETE SCHEDULI CONCRCiE (SEE SCHEDULE ON SHEET 14) 1 11 FOR m. _ ♦ POURED_ REQUIRED:__ T H CONCRETE ANCHORS -0R. -= - - - -� ---— -- _-CONCRETE, , - - - __ RADEs(pAe - REQUIRED -----FD.�--=- E.0.� _ _ .. .(SEE SCHEDULE ON-SHEET=14)-- _-_ - I1 .TRENCH-'INSTALLATION- — VAUD ONLY FOR UP TO 4-70. -75 PSF A-S.D. 0 HV WALK-OVER INSTALLATION DESIGN PRESSURE RATING& FOR SPANS PER OR HV FLOOR INSTALLATION t SCHEDULE g3, SHEET 11 GO HV- CEILING INSTALLATION= O(IS'IING ...YN.umFAAl10N .. CONCRETE ANCHORS uN.•mn nw O _: ,t (SEE SCHEDULE ONS :_.._. ) t...I AD✓.YaJm DL�LiQO aN 51m tt - >oAnlnt SHEET 15 1 - ox sszr IO _ "' I EXISTING 1Eac+0.aGY OR 1/4-¢FVV1RS EXISTING I EXISTING--{ ad//5 GIfSS 11°G +`nuN ro MA44 COLS FA2 3/4-MIN.EV:DUEKr W/ MAX. GLASS-' _ -ila vo�lnc aN�¢t ttl - I� un.5sr"uaIRN ro 11 3/a'MK EL®ORM O 6' I. '{l`rz%�»tAE a 10 1 O.C.!OR W m 6'-0-SPAN AND I I 1 4.0.0 FOR SPAM IARCCR THAN 1,1 11 kUP a J I 'TI i (ITP.)(SEE NOTE 11 A�9¢f tl -- 1 2- i 3 i - - D.• WASHER HEX E. . "' ___-_-O OR ,5 i I JEAD 117L I 1 K SCREY7 [ ' CONE.SEALANT-•''moi. �—,-1! p1a.3/4 HEX IFAD 1 a' 0 1a o.c. ® I " auT - , e' � � 1/4••-2D:J/1•SS US TEK S EWS.®9-D.C. CONCRETE ANCHORS -_ 6 , 7O L J/R 14a3/4-S.D.S. _ ___ 1 I i 11/`J Via.: -U9N'ta/G6 20 NU S OR 1/4 S.S. M.S. 1 .O 9.0.C. __ Moa. , b W/NUT 1*9-O.C. j ((SFE EDUI£ON n ... - - l ❑DSONG NON STIOXWRAL �Ta..--_-. I F 17 18 I SILL) COR,TNE I J i EDGE:O / �O 2.OD wNl tTUu(DE l' STAB IF. /A _-`_- \ '11 4"F.H.S.D.S. r. .b11N. POURED COW-WE 1 7/8. APPUCABLE� CONCRETE ANCHORS SEE NOTE 13(b) a 9.O.C. _ .-.. RECUIRED D POURED CONCRETE- (SEE SCHEDULE ON ON SM[FL I SEE NOTE 13(b) . _ -. ,D;-- -- --- OR CONCRETE BLOCK SHEET 14) POURED CONCRETE- ON SHEET 1 OR CONCRETE BLOCK REQUIRED REQUIRED *)KEYSTONE MOUNTING .INSTALLATION OPTIONAL) POURED J K HV WALL FLOOR INSTALLATION UAA UM AS.D.DESIGN PRE4U�:.04,-71 P,! CONCRETE �L� HV WALL WALK=OVER_..INSTALLATION MAXMUM SLITTER SPAN 0'-0- REQUIRED HV RAINGUARD INSTALLATION t > N FOR COMBINATON HIS INSTALLATION SHALL BE OF-$f ONS: t IREMOVADLE WHEN PERFORMED E.D..= EDGE DISTANCE ADJACENT TOM OPERA)l.E E%fi 4 SEE"ITMRATIONS OF USE FOR 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE' BLADE 1A ON SHEET 19 ASSEMBLY INSTALLATION _ DETAILS W fC1) HV BLADE 2- MOUNTING SECTIONS CAN BE COMBINED - IN ANY.WAY To SUIT AW INSTALLATION. - . FLORIDA BUILDING CODE(Non High Velocity_Hurricane Zone A. f7(( '���,, 0.2015 EASTERN METAL SUPPLY. INc: / i -..........r�,9 BERT A NVQ, A S S A Accordion Shutter System MILECO INC. I{�aADE , w/OR W/o I{�WINDOW MADE *; !/SI/_A7E OF American Shutter Systems E.,: DESCRIPTIO" DATE DRAWN.Br: M.L. TILLIT TESTING & ENGINEERING COMPANY As �O'• - - _� sociation, Inc. 1 - OLD 11-19z 4/13/Is DATE a/73/1s 6]73 Nil.JON.S,,w.305,vlilaJ'w CIRODlS,FlDR'DA]JI Pnonb:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive -"2- DRAWING No '����� � ate:Un-0-L.- West Palm Beach, FL 33407 3 Fs .......... * . " EB-00067,9 - 15-085 A,T71 SION AC�-,"`N nc�a u O 1411. s .. - SHEET . P.E. Si/d YSIG1`�6E/DAIS 6 7 OF 20 kE END WALLCN MEI C - - SFE NOTES ON LOCKING RON®.W LOCKS OUT IN INSTALLATIONS W f 1 HV **BBLADES�o�DETAIL IOCK S WDM ALSHEET L EXISTING GLASS BLADE W/..HV. CENTERMATES 6'ENTERMAIES APPLICATION WRH BLADED, I Q.a®°"©•,,Goa®o.10•®�' ... 20 OR ... SEE-END-WALL. CONNECTION 10•�ca©.®°1Q«©�, EXISTING GLAss DETAILS ON SHEETS 10 A:: 18 z;2'.1/a'.G'-z"- 8 8 w 9• 3 19• 5 3 1/4- 7— - - 6 1/2' - _ i' -- - --I== __�_�_� �_�-- - - --- -. - -- (1:oe3-re ALLOY) -__-- / OPPOSING -- _-- � - - - - --- - -SYMME7 YR CAL- --- ANGLE W/(2) 1/4.0 TAPCAN 1/2' a8©'® - --_-- ANCHORS TO CONCRETE I-- - CENTERMATES CENTERMATES MIN (TOP/BOTTOM)di - �IOa3/4'S.N.S. 12' N .. (4)®t0a1/2'SMS. lO TUBE O.C.i11LL LENGHT. W, HVHV LOCK f2 _or W/ H _ _ -- - - -- -- -AT-EACFI-ANGLE-(iTP)1 .------.- -I-_.-- _ — _----__ - -- '— _.---_:---- - - _--_ - - _ -.--_- Z *v L - (S.0 � SCHEDULE T-- —--- J OCK or th -- I 5 (.....0 9Q 1 ® 1 ® O O I. CST ® m © HVC 1U't�5°©,QaaQ•Qa HVB. ©"®aa©+O] m®oa10•®00 POURED LOCK HVA AOR L ] w 6 7 I .10• 1 w EXISTING REOU ED TIIACK WALL EX G CLASS • Soal Bon 8'• al .. .j_..--..-__--..____.--_----. 6 7 w6. • ] as snNc ©•O O ® \ SYMMETRICAL * ( iN �'Q'© O O'® MIN.sEPARAMN i Mass-8 08 O9 O3«1 - -. * b W-HV_QC- 6 - `IL'THTtF'ORO) ®•Q�Q. ON SHEET 11) MIN.SEP.ARATIDN ��p)•. --- TD GLASS 11.1 ® ®- _ _ v v-- --- — -- IV (SEE SCHEDULE --- _ ... (INTERIOR)ON .. - ... .... ___ SHEET 11) � i OUT - -- .. �`� CONCRETE > _ O "L 7 �, ANCHDRS _—_ _ *n 1 ta'O.C. _ )AA �(CC;JJiI �;`) i *. �L_ VARIES I m ® OUT I SLACK- oUT HVE HVQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone T!(bgq'i 8 2015 EASTERN METAL SUPPLY.INc: ...:....CVT .,; BERTHA HViw �aEru Accordion Shutter System IL. E C O INC. A.S.S.A. RV aADE#1 Wi OR W%0 FIV. WNDUW BLADE *; / f/'T * TIWT TESTING h ENGINEERING COMPANY /T7— American Shutter SyStemS ter;: orscRmnox DATE DRAWN.BY. :N.L. AT• STATE OF :.�G e355 N.W.36U.s,.Stn 305.wiaNlA CNiDaIS+.TLOR'aA 3318 AASOO[Otion. Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 Phone:(305)871-1530. IM RDENS.7,-1531 4268 Westroods Drive :2 DRAWING No P-mcil:t;Im=orond.� West Palm Beach, FL 33407 3 Es- 719 15-085 ........yJJ��L��t�``\�: --1MrLOAD4 L.c B wlsi s SHEET P.E. S`LIILjT�titiN(IR'1f�E/DATE 6 8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK HV MALE FE ALE "T" LOCKS :CENTERMATES & LOCKERS 0 W 1 HV BLADE � .ENO coN IEcnON DETAILS ON.SHEETS 10 A 18 INSTALLATION n HV. BLADE OUT 1N- '1�° . SI,X6)STACK DETAIL"W.E,TFUTED ON.SfM B . HD CENTERMATES if ilk AS inL AS uxvu3 mmnm BLADE CD DUAL i100-NVD. .. ®a®a©.0..8�a0.®w micATD OR MIS'SHEET.WT TIE Osco MH TIES ALTORNM INSTAL non DETAIL 1154 SHOWN IN T1iK GLEr. 4T_END WAL CONNECTION _10•®a�'6--©-bo - --___- - - DETAIIS ON'SHEETS 10 & 1R 00 _ _ u.ar:.( ,/•-.uvmn s� C-10 _ - - - - -- --- 4 :(osnOwW -- R� -- L----'-------- - ----`- -- - . (aP1toNAL) 1•)ho,Vx`sus ro Tu¢"1 - i -1104/s•sus. 12• --- --- w rra uAxe(rm>I o c.1wi UNw. * I N (i)H.v. _. I N (q H.v. rw av w oN 5 �� 30 HV "T" _-- PINS(nP.) wvs(1w$ e _ ISQ mu 3 LOCK (INSIDE) -- - -- -- O 7 . I (: --7�9 z z/e• - - OUT 31 OR(&j 3 31 Oa 32 31 OR32 - 35- 31 oR 32 2 - -1/4" 0-20 x 1 1/2" S.S.M.S. 4 —35 s" (wnaa#U *SLE NOTE 6 FOR W LOCK®.. © W/ 7/8"0 x 3/32" WINGNUT. (o Tom)HDB—HVB ;OUT HDC—HVC r Loci on s,ET 5. * SYMMETRICAL HD CENTERMATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL HD CENTERMATES yy 4 CK I _ RIOR V�/r* (EXTEE10R) - t SOLE9 9H ALMIAN •I•v (2024-n AILOY)LAR6E.nPH6E THa1 - _ ®a©.Q7 ®-10•®a S TET MFISERT,PART I=0. 1O v®"®•@-0-0-i . AS MANUFA4TURED IN AVDEL 06M TFXTOFK PANSE740',Na..TERRY --_-. ©'Q'©�©�OO '®m W051 OR EOCIAL UNV0. TLCAn6D®OpIAn�m®Lori aN s¢T s nro-wu M vAW eaR Au 1sRmwns ANvu Ee1H MACE O HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone I� - 0.2015 EAWRN METAL SUPPLY, INC. - `,.,P���R A.Tlcc/T�.,�� f7iLE- Accor BERTHA HVTM dion Shutter SystemCOtN- A'�mVmA■ KV.MADE#1 W/ . am?W/o KV.WINDOW BADE -,r*t American Shutter Systems :tw OCSCWnON OAT DRA"-ff::M.L. TILUT TESTING & ENGINEERING COMPANY TATE OF r Q; AssocfatfohA Inc. 1 OLD 11-192 +/u/(5 MATE aJ13/1s �'• :�F a 6355 n W.s6m.SL,R..x5.VERREA GARDENS.anrsDA.1016 PMr,e 05)871-15W.FOa:(305)671-1531 4268 Westroads Drive _ DRAWING M �F'• �` .-dkUKIW 1:1�t-G-L— West Palm Beach, FL 33407 s SS �G - 08 EB-OW6719 4 15- 5 /UNAI.E WALTER A.MUT:r.P.E. AFAF 111E s SHEET f.E..SEII�NATURE/DATE. RO"O1 U` e"'�' s 9 OF 20 . .. .. .. .. .. POUREDCONCRETE CUM CONCRETE -POURED CONCRETE,OR -POURED CONCRETE OR CONCRETE _ OR CONCRETE- CGNCRETE BLDCK WALL AOR CONCRETE (?LOGk WALL REQUIRED - BLOCK WALL REQUIRED REWIRED BLOCK WALL REQUIRED - �EXISONG CLASS EXISTING GLASS CONCRETE ANCHOR EXISTING CUSS -{) 7."MIN Ex6I1NC Cl/55 016.O:C.� 1 _ �P S _ r MIH.SEPARATION � 1 I TO CLASS(SEE :.MN_SEPAPATION • ILN 5t•�110N TD.awe(� To MASS(gE EQ I EQ TO CxAsS(� 1SCHEDULE �� I ' I I SOYyLLE ON SLUT 1/16'x3'.MAX.=�- 'ON SFt27 19 FOR t���0„^ .+ ' SOEDISE ON SHEET 11 FOR FAMEONa (6063=T6)CONT. anoEsO&® ^V _ 11 FDRBADE(DAND (LOCATE AT GN 9tfT 19 FOR ALUM.CLOSER r.InIFR SIDE 1 a)8i PLATE (LOCATE 1/2' . �O�QUA AT EITHER SIDE MIN. _ / _ ____ _ _ . � 1/2 �CN SPffT 19 FOR j �O)___- _ _ ___ ,_. __- _ -__ _. ---_ _ _..I- - - _ _ _ ___ -•U-USE=1'=OR-2'MAX. El/'DES�&810x1/2-SMS I ----- (AS APPUCABI.E)x2'xt/o'xO-2 a 16.O.C. —_—_ ALUMINUM CUP ANGLE ! ®16"O.C. - '! '� _ (6063—T6 ALLOY)AT MID ,1:IT _-- — - -- - Blox1/2 s-las.To©a�J _ zl�o _(2)1%4'0 TAPCONS ANCHORS TO-SFE DE1A1L X FUR _ WALL AT 1'OC (LOCATE AT IDE CONNECTION 1 OR EITITER SIDE OF 40) d1 'OR 11 OR SEE.DETNL x FOR 1ORTo TRACKSSIDE CONNECRON v ®o•6 7 x 8 0•®-�' SF.E DETAIL X f0 4TO TRACKS �mtoO O O Q ®' SIDE CONNECTION 6° a TO TRACKS ®:©•�^®•©W. . . O.O•©a0 O•®- @ a®•® END CONNECTION DETAIL 3 END CONNECTION. DETAIL END CONNECTION.DETAIL 10 END CONNECTION DETAIL 20 0 .f REQUIRED ONLY FOR SPANS GRFATER THAN 12'--0- POURED CONCRETE OR , N D(ISRNG GLASS CONCRETE 13LOCK:WALL GAS G L`/— � REQUIRED _ _ -_ .T �. MtL SEPARATION 81 I/2"S.M. _.___ __ {{ TO MASS(b. a 16• C. MOF.SEPARATION Y �- ;�'------- -- -- SCHED(ze ON SHEET. . . . 10 LxnSs(SFE --------__-- ---- -- -- 11 FOR EVADE 0AND CONC E. 1/2'MIN. --- --- _ _ 6 OR®�ORoOR SCHEDULE'ON.SHEET ® / .._. .... .. - 01J 91.FET 19 FOR ANCHOR®, 11 FAR RACE mAt� ©ORQOR�OR� CUNCRETE ----- sme4A ,z o.e,. \ h —..5 �ADaO19® 4 I DR 1© ANCHOR I 0 MIN. 1 ___ �.� _ �. 4 O.C. EO ._1 2"MIN: - ^—_ ` .. 6OR®OR�OR 2"MIN. Y NI/ BLADE SEE UVI OA ONNSHEETS OF UI9 SE FOR @OR ClR(qOR(gOR� VIEW_ '-U�5 O OR w . : PLAN d'OR Q ®4©•Om© 10•®� DETAIL X L POURED CONCRETE OR ®m�� +D ®a '--- �j END INSTALLATION CONCRETE BLOCK WALL ,D•®�©•p�p•pa ^�- REWIRED 1 HV BLADE. 013_16 HV WINDOW BLADE INTO �- 6 7 6 77 • CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SQ ® ®a®®^®®^�END CONNECTION. DETAIL 6 O ®s® ®p® _. Q FLORIDA BUILDING CODE Non High Velocity.Hurricane Zone TI(C/�i, m 2015 EASTERN METAL SUPPLY.INC. �cEN-f'- BERTHA HV TL E C O ANO. A■S.S.A■ Accordion Shutter System H.v.®ADE g1 W/0R.W/0 KV.WIMUN BADE American Shutter SystemsocscRwnoN DATE— DRAWN BY: M.L. s .TILUT TESTING & ENGINEERING COMPANY Association. Inc. -1 OLD.11-192 a/U/t5 DATE: . 4/13/15 STATE OF 63"N9.3m.n.SM.3D5.NRGM GARMNS.FvxlmA ail •• Phone:(305)871-1530.Fox:(30.5)871-1531 4268 We.stroods Drive 2DRAWING No e•., ,.ORI C� a 1:nlecwooa.�om West Palm Beach, FL 33407 3 15-085 /ON{1L �`�` WALTER AIWr19r.P.F 4 �r N` FTAR➢A Lrc.'B 44167 s SHEET P.E.,Sf'SlN}NIASIVA(URE/DAT[. 6. 10 OF 20 SCHEDULE. #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN'` "L+" OR "L=" MAXIMUM SHUTTER SPAN* "L+` IMUM SHUTTER SPAN*' L+" INSTALLATION LEGEND (ft.). FOR INSTALLATIONS W/ OR "L-' (ft.) FOR R "L-" (ft.) INSTALLATIONS -- CENTERMATES, @ &® or or INSTALLATIONS W/ IDPPOSKG V. CONCRETE & WOOD (1)L+:MAXIMUM AIADWABLF.SPAN FOR A GIVEN W/ ONE H.V. LOCK ®, or (or or _ & MANSORY POSITIVE ASID. DESIGN PRESSURE RATING. dD W/ ONE HV LOCKS MAX. HD LOCK ®W/.NO LOCKING RODS or ONE HV LOCK or(b ® OR W/ NO LOCKING WALL A. B. C. D, E. M. N. 0, P. 0, A.S.D. ESIGN PRESSURE RATINGA GIVEN NEGATIVE CENTERMATES ®&®W/,ONE HV-'T" W/ NO LOCKING RODS ODS MOUNTING F, K & L R. S. &V. LOCK T& W/TWO LOCKING RODS®TOP & (SEE NOTES tit) (VALID FOR MOUNTING It _ (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt- - SHOE(7) FLOOR/CEILING C. H. I, Il, J T, U. W & X WALL MCUNTINGS(TOP/BOTTOM) OR FLOOR/CEIUNG: CONCRETE&WOOD INSTALLATIONS CONCRETE&WOOD MOUNTING CONCRETE: & M yAiyUy MAlmuw y ! N aAlMltlN GIVEN A POSITIVE A.S.M. DESIGN PRESSURE RATING, Asn.DFSI - A 0.Dcml ASA.Ins¢+1 INSTALLATIONS .. - - --PRESSURE WALL-MOUNTING FLOOR/CE1UNG-- PARC WALL MOUNVNG PRE411NE DETERMINE MAXIMUM SPAN IF`FROM SCHEDULE. pA�pD - -wa1x0' __ - RA,mc - -N.00N/cc7Llxc NOuxnttc_ _ _ _ _ __ _ GIVEN A NEGATIVE-AS.D.DESIGN PRESSURE RATING, MOUNTING FLOGR/CEIIJUG MOUNTING DETERMINE MAXIMUM SPAN % FROM SCHEDULE. OR-) - _ _ _ _ _ (.mt-) noGR/wAtL MalmnNc �71� L 1 (R) i-iN L+ (R) L-(0) IN MAXIMUM SHUTTER SPAN 'L+'OR I-•FOR 30 ORLESS16'-0- 16'-0" 16'-0• 16'-0' 30 16'-0• I6•-0' 30 16'-0' 16'--0" 105 PST.ASS INTO WOOD SI TAU-BE OMR. TO FINAL MAXIMUM ALLOWABLE SPAN E EQUAL TO THE --- --- - --- 105 psf.ASID. DESIGN PRESSURE RATING. IM M.DL7ERMINED SPAN BETWEEN I+'AND 'L-"- - - 35 I4V T0' 14'-10" 15-2' 16'-0• 35 ta'-t0'_--14'-1D" - 35 --15-2•-- 16'-10' - --- 40 13'-10' 13'-10" 1e-7' 15-2'- -_ 40 _ _73'_-10' 13'-10•-- 40 14'-2• 15'-2• -' - - (3)PROCEDURE TO DETERMINF.MAXIMUM SPAN FOR - 45 13'-1" 13'-I' 13'-4" 14'-3' 45 _13'-1' 13'-1' 45 13'-4• 14'-3' 1' HV CORNER CENTFRMATE p3 MAY OE USED AT ALL COM13INAllONS IN BEIWEEN WALL MOUNTINGS 50 12'_5'• 12'-5' 12'-8• 13•-7' 50 _ _72'-5' 12'-5• 50 12•-3' IS-1• MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEII.INC MOUNTIItGS: 55 _-- It'-10' I1'-10" 12'-1' 12'-11' S5 1T'-10• tl•-10' S5 _ 11'-1' il'-11' SHALL 8E AS INDICATED ON MANDATORY CONDITION j2 FOR.A GPIEN POSITIVE AS.D. DESIGN PRESSURE 60 1V-4" 11'-4' 11'-7" 12'-4'_. _ __.6D-. I1'-4• _11,_4• 60 10•-2"- 10•-11'- NOTE Q5, SHUT 5. - - - RATING: 101-10' 10'-1o• 11'-1• 11•-11? 10'_10' 10_10" --65 9'-5' 10'-Y DETERMINE: -- L,+= MAX. SPAN FOR.WALL MOUNTING INSTALLATIONS. 70 f0'-6" 10.4 10'-9' 11•-5' 70. 10•76' 10'-6" 70 8'-9'_ 9-4' -- -- - L2+- MAX. SPAN FOR FLOOR/CEIIJNG MOUNTING 75 l0'-1"' .f0'=1" 10'-4• 11'-1• 75 10'-1' 10_-1" '75 - 8'-9' j 'rt EXCEPT THAT MAXIMUM SHUTTER SPAN I+"OR INSTALLATIONS. 80 _ W-10" 9'-10' 10'-0' 10'-9' 80 _ 9'-10' 9'-10_• - "L-•AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR TOR,A,GIVEN NEGATNE A5.0. DESIGN PRESSURE. _ _85:� 9'-6" 9'-6' 9'-9• 10'-5' 85 .9.-6. 9'-6' INSTALIATIONS INro CONCRETE OR CONCRETE 13LOCK RATING 9U _ 9'-3• 9'-3" 9'-5' 90 9'-3-.. 9'-3•-- SHALL DE UNITED AS FOLLOWS: DETERMINE: 9 _ 9-O, _8•-9• 9'-2• 95 - 9,-0T 8,-9, - 1- CONNECTIONS TO KEYSTONE MOUNTING L,-=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _ 8'•-9' 8•---4• 9•-0• 9'-7' 100 8'-9' 8=4' LIMITED TO +64,-72 P.s.f. AND 8'-0' SPAN, SEE 12-=MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7:- 7'-11' 8'-9• 9'-4• 105' 8'-7" T-tt•. 110 8'=4' T-7" 8'-T 9'-2' 110 8'-4' 7•-T- - - FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE I IS 8'-2' 7'-3' -W--4' W-11" 115 :-8•-2'- _7*-3-- SEPARATION TO GLASS -SCHEDULE MINIMUM BETWEENI,+ �I2 F•, 'L, AND 'L2-* 120 - 8'-D'� 6'-I1- .8'-2' .8;-9• 120 s'-O" 6'-11' - (4)CO TO ANCHOR SCHEDULE WfrH flNAI. MAXIMUM _ 125 _7'-10"_--_--6_-8_- -.8'-O• 9'-5' 125 T-tU' 6__8• ALLOWABLE SPAN AND NEGATIVE ASID. DESIGN _ 130 T=8' 6'-5' T-IO` 8'-1ISO _ _ 7--8'___8'-5" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7• 602`-- 7'-9" 7•-9' 135 7•-7' 6•-2' SPACING. Lao — 7'-5= "s-1; -r T-6' 140 7-r W-11, ASTM E-106 SEPARATION 7'-3" 5'-9' '7'-5' 7'-3' 145 7'-3' 5'-9' TO GLASS 5'-7• :7.'-4' 7'-0• 150 .7•-2• '. 5•-7• . 7--0• -_5'-5• -7, -2� 6•-9" 155 T-o' s`-s• i THRU 3 1" _160 _ 6'-it' 5_2� T-1• 6'-7': 160 6'-11' S•-2'-- _ S-1• 7' 0• 6'-4' 165 6'--lU• 5-X - 170 4'-11' W-11, 6'-2" 170 6'-9' - -175 6'-7" 4'-9'- -8'=9' 6'-0' 175 s'--7- ;-g` —;80 G-G' -4=8' -6•-8` 5,-10' -- 180 6'-.G- M1•-8" HV BLADE. 6'-5' 8•-7• .i-8• 185 6 5" 4'-6' 190 W-4' 4'-5' 6'-6• 5•-6' 190 6'-4' 4'-5' 195 W-3' 200 G'=2' 4'-2'_ 6'-4' S'-3• 200 205 6'-1' - 4'-i` e`-3• 5-I' 205 - 6'-1• - a'-1• FLORIDA BUILDING CODE(Non High Velocity. Hurricane Zone ©2015 EASTERN METAL SUPPLY,INC. NTil'u,,,� BERTHA HV 1M `/TA S S A Accordion Shutter System I L .E C O INc. . . .. . 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POURED E (A) TO EXISTING POURED CONCRETE:(Min.Pe-3 knl) uawm QE WALL SILL MOUNTING ©CEILING.MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT.W.BUIIDOL(Arm,Fc =3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4'0 X 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&sPECALtt COMPANY.(wn.Ce=3 ksi) (R) �Vista WAJK Pwalla 0ISIGN NIGUK PRESSURE RANG NE OEM IRWPR�1XS MING� -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.'(Min.6e=2 k01) TAPCON OR _ 30140 60 175190 120 160 205 JO {(1 60 75 90 120 160 205 3(I 40 60 75 80 120 160 205 - 1/4' TAPPER+ANCHORS AS MANUFACNHED BY POWERS FASTENERS,INC.,AND DISIRSUTFO Bf ALL POINT SCREW;BOLT&SERECWLTY TAPCON WITH_ ADVANCEO COMPANY OR ANY OTHER APPROVED LICENSED OR-AUTHORREO VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC 14 2 10 9 a B e .14 t2 A 9 8 8_ 8_ 6 4 .12 10 .B: a a s e THREADFORM TECHNOLOGY (Ari.Fc 3 kni) 3'-0' 14 12 10 0 B 0 8 6 :14 12 .,0 9 8 8 8 6 14 32 IO 9 8 B 6 6 ALL POINTS SQUO-SET OR 1{ 12 10 9 a 8 6 6 '14 12 :10 e 8 8 6 B 14 12 10 9 B B 6 S BLUE TAP W/CAP NOTES 14 12 10: 9 :B B e 7 14 12 10 9- e .8 8 -8 14 L 10 9 8_ B .e 6 A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 10- 9. 8 7. 53 15 14 12 10 9 S. -6 6 5 14 12 10 9 8':B: "6 5' T 'Q++' ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS Is 1 1/21. - .4'-0' 14 12 10 9 8 B' G. 6 I4 12 10 B 8' 8 6 6 14 12 10 9 8 -6. 6 53 14 12 10 9--8--8 •e 4 T4-Y2-"10-`9--B'- 8--G-45" 14--12-'TO--a--8--6--4-3.5 - - ----- - - A.2)MINIMUM-EMBEDMENT OF-1/4'0 X 3/4'-AU_-POMTS-SOUD-SET-ANCHORS=SKALL--BE-7/8'INTO THE PO URED=OONCRETErNO-EMBEDMENT----- 14 12 TO 9 8 9 B 4.5 14 12 10 9 8 8 0 53 14 12 10 9 8 B 6 43 INTO STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 _9 7S 5.3 3.5 - 14 t2 10 9 8_ 8 6 5 14 12 10 _9 5 7 55 4 •SM U ]Ak X of 05E Edi 1'MINIMUM FOR WALLS WITH NO STUCCO. 14- 12 10 9 e e G 8 14 12 10 9 e B e_ 5S 14 12 10 9 e 6VDE ON SHEET 19 5'--0' i4- 12 10 0 8 7 4 - i4 12 ,o _s 0 ti3 s 15 t4 12 12 IT BS 5 3.5 3 _ A3).IN CASE THAT.PRECAST STONF,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR; -- -- 14 12 10':a :B 7S 43 14 12 t0 -9- a e -6-t•3 u- 12 10'-9-"e-_6 4.5 75"-' -'------'- -'�- _ - ANCHORS SFWl_BE-LONG-ENOUGH-TO TO -THE-IMAIN STRUCTURE-BE7IND SAlD-WALLFlNISIES,A40HORAGE SHALL-BE.AS INDtCATW_ON_ -__- ft-44 -1122 4 12 93 7S BS 45 - 14 12 10 9 'e: 75 SS 4 14 12 10 9 B 'B- 45 J3 - NOTES AI)&A2).ABOVE FOR INSTALLATIONS ON VINYL.SIDING OR EIFS WITH OR WTIbUT METAL sn)DS CONSULT THIS ENGINEER,FOR- - -14 12 f0 e. E e. e - 14 12 10 9 8 B 6 5 N- 12 10 9 8 65 5 3.51NSTAWMION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0' 1{ 1t 10 9' 75 SS 3 - 14 12 10 as 7 5.5 4 3 14 12 B 6.5 SS 4 3' 14 112 110 B1 ea - - 14 12 10 9 e 0S 5 75 is ,2 to lL5 B 5 4 - (B) TD EXISTING CONCRETE BLOCK(ASTM C-90) 1 4.0 TAPCON OR TAPCON WITH ADVANCED DHREADFORW TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDDL I4 .12 B QS 55 3 - = 14 12 '10: 9 B 65 45 35 T4 12 10 "8 7 5 35 3 - / .11 _.__ __._ __-____,._._____ ., -!- - -_I/4'0_x_-3/4'All POINTS SOLID-SET ANCHORS,AS DISTRIOUIED(fA ALL POINTS.SCREW.BOLT"&SPECIALTY COWPONY. 14 !_ 10 9 8 6 - _ '74 12 10'_9 . - 7 S 4 14 �t2 ,0 B 75 SS A. 3 - "- - T-O- 14 :12 f0 a 63 4 - - 14 12 B 7.5 6 4.5 3.5 14 tO.S 7_M.43 35 - 1/4'0 BLUE TAP CONCRETE ANCHORS W/LAP AS MANUFACTURED Ei1'FLORIDA FASTENERS DIRECT,INC_ 1s 12 10:BS :7 4 - 14 12 10 9.7,5 53 4 14 12 9 7 7.5 as - - 1/4'0 TAPPER+ANCHORS.As MANUFACTURED BY POWERS FASTENERS.INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 71 12 7'as 45 - - 14 12 10 9'7,5 55 4' fa t2 9 7 6 45 '3 COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC 8'-O- 14 12 10 :9: 8 64 - 14 12 10 0 :8: 6 '4 _-. 14 12 10 B 65 5' SS NOTES: 14 12 05' 7 5.51,3: - - 14 12 8 65'35 4 '3: 17-519.518 5 4 J' - - -B.1)MINIMUM EASEDNENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPOON 14 12: 95 1.5 6 - - - 14' 12 93 B 65 5 - - 14 12- 8 0' 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1. 13 B5 A5 5 ZS - _ = 14- 12 10. a 65 5 14: 12' 8 G.5 5 4 ' B:-0' 14 12. 10 B_ a - 7i 12 t0._ 9 75.43 - 14 _72 9.3 7 55 4 - - 82).MINIMUM.EMBEDMENT OF 1/4.0 X 3/4'.ALL POONS SOLID-SET ANCHORS SHALL BE ENTIRELY EDE&DDED INTO THE CONCRETE BLOCK.NO 14 115 73 6 - - - 144 11 .7 55 5 3.5 - 11 e_5 45 33 - EMBEDMENT INTO STUCCO SILLLL BE PERMrnED..1/4'0-20 S.S.MACHINE SCREW USED.SFWl BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 63 43 - - R 12 83 T 9.5 a - 14 10'.5 7 53 6 4S - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 B.5 _ 4: - 14 12 9 7 6 4.5 - 14 11 7 5.5 43'3:5 10'-0' 14 12 IO .B 7.5 - __ 14 12 10 B_6.5 5 _ _ 14 12 a _8 5 4 - - 8.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND(IN THE EXISTING WALL OR FLOOR. 14 10.5 7 5' 3S - - i3 9.9 65 5 s S- 10 73 3 J - - ANCHORS SHALL BE LONG-ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SVD WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON ------- .___ -_ - .�. ._ - _ ._:. 14 1T 7.5 55 - - - - 14 IIS 9' 6 5 4 - - 23 9S' 6 5� 4 4 - - NOTES B.1)&9.2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR F1F5 WITH OR WRHOUI METAL STUDS CONSULT 7H5 ENGINEER. :_ S _ __ = 14' 12 '8:_6.5 55_4 - 13 10'6.5 '5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS.SEE SHEET 20. 14 12 10 - -_ - - 14 12 _9_ 7 6 45 - - 14- 105 7 55 45 3_5_ _-___ 11-D•12.5 93 s _ _ - 12 9' B 4S 3 9 '7 4.9 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECF1rAHONS OF THE ANCHOR'S MANUFACTURER. 19 10 7 - - - - - 14 LOS 7 5.5 {5 - - - IS 85 5.5 4.5 -7b 11 14 - 93 7 43 - - 14 113 7S a 'S' - - 12 9 6 4.S 4 _ _ (D) SEES SCHEDULE BELOW FOR EDGE.DISTANCE(EDI VERSUS SPACING RELATIOHSMP FOR ANCHORS. 12'-0' 14 12 1G - - - - - 14 12 a 6.5 55 - - - 13 10 65 5 4 - - EDGE DISTANCE VERSUS SPACING Wg0MLE FOR ANCHORS: .-- 15 83 4.5 - _ _ it 8 55 4 3S - 8 6 4 3 _ __ MAXIMUM ANCHOR SPACINGS ARE VALID.FOR EDGE DISTANCES INDICATED.BELOW.FOR E D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING' J.6 9.5 B 113:195 65' S { OS e' S 4' - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THF.FOLLOWING FACTORS, 14'10.5-7' SS 45 - 11' 83'SS REDUCED SPACING QBTAINED 115ING FltTOR:511/JL NOT-BE IF.'.a'THAN MINIMUM SPACING.INDICATED,FOR EACH ANCHOR TYPE.. 13•"0• 14 12 - - - - - 14 11.5 73 6 5 - - 12' 9 6 55 4 - - FACTOR . O3 8 - - 10 75 :5 4 3 - - - ).5 SS A J - - - - ACTUAL 25 6.5 = -. - - - 12 9--6-45 .._..._.- s`.s i._ s T- - - - EDGE TAPCON ALL POINT'SOLID SET'BLUE TAP W/CAP 7APCON WITH ADVAN APPER + a 6 - - - - - t3 9s ss 5 - - - 1Ts 75 5 4 - - - - HV BLADE-O DICTANCE THREADFORM TECHNOLOGY .. .. MIN.SPACING l4 12 - - - - - - 14 105 7 55 - - - LE ED. MIN,SPACING-37 ' MIN.SPACING-.3' MIN.SPACING 3 1/2' MNL SPACIM:a Yr 4' 14'-0' 10 7S _ _ _ _ _ _ 9 7 4S 35 _ _ _ _ 7 5 35 J _ _ _ _ ETV B D .W POURED CONCRETE& POlFBD COMME (SIE HOOK POURED'CONCRETE& POURED CONCRETEE OCOEIE BII7(. __. CONCRETE BLOC( TNN F_6.3 1/Y'MW.ED-2 1/2' CONCRETE Ea. CONCRETE BLACK Y MN FA-2 I/2' '. - It a 85 4S - - - - 9-&5'145 - - - - & HV WINDOW 1a Ell.3, ... MN EA-3 1 M N.M-3• 12 9 '8' - - - - - .5 7 45 - - - 3- _0.90 10 1.0 -__. - -_. L0 0.78 1.0 JS ,0 6.5 - - - - OS 6 5 - - BLADE WORKING - 15'-0' e_ - - - - -_ - 65 6s - - - _= 65.5...3 .__ - _ - - IN UNISON ♦ z:.i/2:-:_._ . ..=-- oei--- -T D. - - _--- _ __ 1.0.. _._ _ 10 - - - - - - 0.5 8 5 - - - - - &5 8 4 - - - - - ... 2' - 0.71 - - _.. - 7 - - - - - - - 15 8S 5.5 - - - - 9 6S 43 - - - - - 1 3/4' - .091 - - - -_ 23 95 6 - - 10 73 5. - - .-6 _ _ _ 8 6 4 - - - 6 45 3 - 1 1 2 0.35. _ _ - OZ5 _ 9 - = = - - - 95' S i .6 .4 - -- - fLORID/i BUILDING CODE(Non High Velocity..Hurricane Zone �5�1 P•TT(�//h/4 ©2015 EAS117RN METAL SUPPLY,INC. BERTHA HV I L EC O INC. A.S.S.- A. Accord ion Shutter System H.V -� .BLADE#1 W/CR W/O FIV. WNDCW BADE l/ >.(i_ ARlefican; Shutter SystemsE4.N oF5cRlvnok onTe DRAWN er: tea_- '�_ TILUT. TESTING & ENGINEERING COMPANY Z L.• S-TAjE DF :� 6i»N.W.36m s1..Ste.3a1.Vwwa Gmmis.nDRU 331 ASsocTafion. Inc. _ , OLD 11-192 4/13/15 MTE 4/13/15 !_- Phone (305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 ---DRAWING No ' O '•. 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DESIGN PRESSURE RATING (p.c.f_) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SOHEDUL FOR A GIVEN MAX. SHUTTER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATINGAND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON S14EEIS 16&17). 2E; U B !a3•T'F=Z;Z SOUTHERN PINE No. 2'V/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH W/ER PiNE N0. -FIR NORTH SPRUCE PINE 1/2" MIN. COX ��UGIASNFlR 1V� FIR NORTH FlR SOUTH. DOUGLAS FIR W/ MIN. G=0.50 - W/ MIN. G=0.43 - W/ MIN. G=0.36 PLYWOOD .MIN:c=O.so W/ MIN; G=0.43 W MIN. G=0.36. IiAmw $PAN(IT) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING,MOUNT T WALL MOUNTINGS CEIUNG MOUNT T M, N. O & R FLOOR MOUNTINGS M. N. 0 & R FLOOR,MOUNTINGS M. N, 0 & R FLOOR MOUNTINGS WALL MOUNTINGS 8.0.WALL MOUNTINGS B.O.WALL MOUNTINGS G.O.WALL MOUNTINGS -----W-& X - --W-&=X- _ _--_ _ - W-&-X ---P&-0-- - -S-&V - S AT V _- --S&V--- LM®IECCIE Rmla V)IC &A MOI KWff PIEZ E 006 W 4M Toa pec 18m1E FXW 44 MA®a IIWc FMK PAHO 04 LSIX 0Q M=POW 000 yd)LO 1130I TOOT R'mrt ROw(1!)mno IEOOE Roma Rae(.0 LQ mm mxx RESFE W76�4kmam www an=RR14(,I)el®01 am RIma we C4 30 40 60 75 90 105 30 40 60 75 90 h05130 40 60175 90 05 30 40 60175 190 1105130 40 160175 190 bOS 30 40160175 190 05130 40 16oJ75 90 105130 40 60 75 90 105130 40 60 75 90 105 30 40 60 75,21105 ---- --.-_-_---_ '-0'-OR 12.10 _70-9 H._.H- 6. _6__6-.fi_ 6 6_.12.10 1019-18 8 .6_. 6 6_,fi__-6 6=12:10 .10..9 .8..8 6 :6.. 6-6_ 6 6_ .6_ 5 �_4-_4_ 4, 3 12 12112 12.12- 12.12 12 12-12 12 12 12. 17- 12 12 72 72= 4'-0' 12 10 70 9 8 8 6 66 6 -6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 70 -t0 9 88 6 6 6 6 6 6 6 5 4 a 4 3 12 12 12. 1212 1212 12 12 12 12 12 12 72 12. 12 12 12. -- '_p• 12 10- 10 9 H 8 6 66 6 6 5.5 12 10 109 8 8 6 6 6 6 fi 5 12 70 Ip 9 8 7 6 6 6 6 6 5 fi 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12.12 72 0, 6'-0• 12 10 70 9 e 65 G 6 6 6 5.5 4 5 12 10 10 9 8 6 8 6 5 4.5 12 70 10 9 G 3.5 6 G 6 6 5_4.5 8 5' 4 4 3.5_12.12 12 12 12.12 12 12 72. 72 12 12 12 12 12 12 10 8.5 T-0' t?. 10 10 96.5 4 6 6 6 5.5 4.5 4 12 10 10 9 5 3 6 6 6 5 4- .5 12 10 10 7 3.5 6 6- 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12.12 12 12 10. 12 12 12 0.5&5 75 8'-0' 12 10 10 7.5.4.5 3 6 6 6 5 4 3.5 12 10 _10 6 3.5 - 6 6 5 .5 3.5 3 12 f0 w a - 6 6 5- .5 3.5 J 6 5 4 - - 12 12 12 12 12 12 12 12 12 12 41 9S 12 12 759 7.5 65 9'-0' 12 10 10 5 3.5 6- 6 5.5 .5 3.5 3 12 t0 -9 4 - 6 6 4.5 43 3 12 10 4 3 - G '0 4.5 4 3 3 6 5 3.5 - 12 12 12 12 72 10. 12 12 12 1: 9-5 85 12 12 10 8 6.5 SS 12 10 •75,4- - 6 6 5 4 3 12 10 6 3 - 6 6 4 .5 3 - 72 70 3 - - 5 6 4 .5 3 e - 12 12 12 IT. 1.5 9.5 12 12 12 10; 8.5 7.5 12 12 9. 7 6 5 11'-O'' 12 10SS - 6 8 4.5 12 10 4.5- 6-5.5 3.5- 12 10 6 5.5 4 - 6- 5 12 12. 12 12 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 _ 12'-0'.: 72 10'.45 - - - 8 6 4 - 12 10 3.5- - - 6. 5 3.5- - 12 70 - - - fi S 3.5 - 6. 5 _ - - 72 12 12. 1. 9:5 8. 12 12 17 8.5 7 8: 12 1:57.5 6 5 4 73'-0' 12 10 - -- 6 6 - 12 10 _ - 12 7_.5 -_ -- _ 6 4.5 - - 6 4.5 _ - 12 12 12 10. 8.5 7.5 12 12 10 8 6-5 SS 12 0:5.7 SS 4.5 4 12 10 - - G 5.5 - - - - 12 7- - - .5 4.5 - - - 12 7 - .5 4.5 - 6 3 - 12 I2 12. 9.5. 8 fi 12 12 9.5 7.56 45 12 9.5 6.5 5� 4 3 15'-O' t2 - 6 - 12: _ - 5 - 12. - - 5 6 - - 12. 12 11 9 7.5 5 12 12 8.5 7.'6 { 12 9 6 5 4' lfi'-O' 72 - - - - - - - - 12 = _ - _ - 5 _ _ _ - 1. - _ - - 5. - - - - - fi - - 12 12 10. 8-5 65 4 12 12 8.6.5 S: 3 1. .5 5.5 4.53.5 I 0 HV BLADE OR .M HV BLADE WJ �lA HV WINDOW BLADE WORKING IN UNISON* ♦sEE u,Amxts FAIRE C/ON 91CLT I9 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES: 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHAM BE AS FOUAWS, 3.SUBSTRATE SWLL CONSIST OF THE FOU0AING: -SOUTHERN PINE No.2 W/C-0S5(NDS) - -.1/4�a TAPCON ANCHORS.AS WWUFACTURED BY,I.T.W.BUH:M W/ILNWUY EMBEDMENT AS INDICATED AT -DOUGLAS.FIR W/G"0.50(N.DS.) . EACH.SECTION ON:SHEETS 16&17. .. -SPRUCE PINE FIR NORTH W/G-0,43(NDS.) EXCEPTION:_SEE NOTE 2 BELOW. -SPRUCE FINE FIR,SOUTH W/G"0-36(NDS.) -MR 1/2-Cpl(PLYWOOD(1986 APA) 2_ANCHORS TO HOLLOW COUNG SHAIL.OE AS PER NWNIMG TYPE U.SKEET 17 AND SHALL CONSIST OF - IAS SCREWS AS PER NDS 2012 SPEC'J•ICATTONS. 4.ANCHORS SRALL BE MSTALLED FOLLOW7NC ALL OF THE RECOIAIAMDATIONS AND SPECIFICATIONS OF THE ANCHOR'S WWUFACTURFR. .- FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM IIiItI1 •~''•~SP's .-. .. Accordion Shutter System IL ECOmc. A S SA OR w/o HvNNDOw BADE {v.a .:N .OESCRIPf10N GATE. DRAWN 8Y: N.L Q American,.Shuffer Systems TILLIT TESTING & ENGINEERING COMPANY I 471167 6155 N.W.36th.St..Ste.J05.tARGINU G TDONS.FIDRJDA331Association. Inc. .1 :OLD 11-192 4/IJ/15 DAIR .4/13/15 TOP = Ph.-:(305)871-1530.F.;(305)871=1531 4268 Westroblis Drive z DRAWING No -.0;hl "m West Palm Beach, FL 33407 3 - - 085. WALTER A TUU 11 P.E. ` eJ FLORIDA ue:.p 44167 s SHEE 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD: BUILDINGS FOR n HV & HV.♦ BLADES AS APPLICABLE MAX. SHUTTER SPA +.OR L— FOR INSTALLATIONS INTO WOOD.WITH HV BLADE 1 .0 ONLY ALL -WALL FINISH BE LIMITED TO 105.0 sf. A,%Q. DESIGN PRESSURE RATING, SEE SHESHEEJ 19 FOR MAX SPAN & _114.0 TAPOON ORA.S.D. DESIGN PRESSURE RKTING TOR INSTALLATION �WITH BLADE' :& I&WORKING IN UNISON TAPCON WITH ADVANCED - THREADFORM TECHNOLOGY _ I/4'0 TAPCON OR .� W/ 1 1/2'Min.PENETRATION _TAPCON LYRH ADVANCED.THREADFORM TECHNOLOGY -T---- ..._.- -- �F :OF TIRRFMED AREA TO W/1 1/2'MIN.PENETRATION OF THREADED AREA To E%ISNNG ' M?L SEFARAT.ON - COSTING.WOOD HEADER. WOOD HEADER.(SEE-SCLRDULE ON SHEET 15) I TO MASS(SEE, OOR l.9' (SEE SCHEDULE ON SHEET 15) � 1/4-0-2 3/4-%s.s.ONACHINE 1_9]1ET]UU.E tIJ SHEET �--- ' �F'11 11 1 1 SCREWS W/ 1 a--2 NUTS 11 FOR FADE A 1 ' u1n. e 12'O.C. I 9t�w 19 EOR i -- f'--- -- _ -- -- s - - - - - - 1- -- - - - - - - - - - EXISTING t 911 -- -- - - - - Y - --- --- - - - class—t n s OR __• _ _ _ —1.1 i g\ I V-OPTIONAL - •'/. _ __ _ _ _-_ __ _ --WALL FINISH ' EXISTING MIN. ,1 '•.•; L� III 2x4'W000 f -Q OR®� i I ''y IXY�NW000 _ �- , t• If"0 TAPCON OR TAPCON WITH ADVANCED HEADER REQUIRED_', - _ HEADER-REOUIRED �fi''�� )' TF..fADFORM TECHNOLOGY / 1/2 ETOSTING 1 AM SEPI RATION l I ) "� �, Mir. PENETRATION OF THREADED AREA TO GLASS ) ro G nss(s1f I l. E7aSEAJD:WOOD HEADER. {.-_-_SCREt1.tE RJ 34LT _ IXISTiNC �__- MW.SEPARATION 10 GLASS- (SEE SCHEDULE ON SHEET 15) I 11 FOR 811BE 0rr0`- -GIAss--1 (SEE SCHEDULE ON SHEET 11) L.�7,:_. _ \\-.2'x4'CONT.SILL ON SHEET 19 FC2 BLAOES Oar Qg1 1___.-_.____-._.--_...__-____._ _ - PLATE REO'.. 1--' ------ --- ON HV WALL HEADER INSTALLATION 0 HV:WALL SILL INSTALLADON MO HV WALL HEADER INSTALLATION T I I I �_ 1 MIN.SEPARATION TO Ci/SS I T -•M1N.SIEPARABON TO GLASS IXGLA55- I EXISTING ) _ J EXISTING �( SCHEDULE ON SHEET It) SEC SCHEDULE ON-SHEET 11 ( 1 i� .2 .GG 1 MIN.SEPARATION TO GLASS T� GLASS-� F i GLASS-1 _ s NNNNNMFFFii--------III111(SEF SCHEDULE ON SHEET 11) 1 _ WOOD PIA Il. 1 �__ 1 1MACHNE SCREWS S. REO'D: I(�I� 1/4'm-ZOx3/a'S.S. 1 USItiG 1/4'-20 NUTS I �l J -- 1 IJ.:• W I MACHINE SCREWS W/ --1YALL � I 1/4'-20 NUTS®'12= i b 12'D.C. I - \ _ rTN1sH Ll°"�8� 1 oR 15 OoP.® ©1 OR / E WE OD PLATE 11 `III -11 Min. 1 '� -EO--. .. EO- / 1'Nin. _ 1 1/470 TAPGON OR TMCON WITH ADVANCED THRFADFORM TECIINOLOGY W/ 1 1/2-- - - 2"x4'CONT. ( Mi PENETRA11ON!Or THREADED AREA TO { ' 1 • '' _, SILL PLATE -- IXtSTDRG YlOOD HEADER. 1 I t/4'm TAPCON OR TAFCON WITH ADVANCED _ V. I ` 1/4"d TAPCON OR yQg: � REO'D. t (S� SC!ICOULC 09 SHEET 15) ( THREAOFORIA TECHNOLOGY W/1/2' ll l i - \ TAPCON WITH/1DVANCED 1-SfE SHEET 4 FOR TYPICAL Min. PENETRAl7CN OF THREADED AREA INTO PLYWOOD 7(, p ,,1 L. V (SEE SCiCO 1E ON SHE 15) EXISTING IAM.2'x4' 1/2 MIN. CD TIIRLADFORM TECHNOLOGY SHUTTER ASSEMBLY.' —WALL FINISH v ` PLYWOOb RE00. \ W/ 1/2'Min. 1."RAD, .OF 2-MOUNTING SECTIONS CAN BE V 1/2'MIN-COX PLYWOOD REG-D. STUDS W 16"O.C.MA%.-y 'WALL FIN 'TMREADED AFI INTO PLYWOOD COMBINED IN ANY WAY TO REO'O.PLYWOOD TO.BE (SEF SCHEDULE GTI SHEET 15) SUIT ANY INSTALLATION. ®HV WALL SILL INSTALLATION STING MIN. 2•x4'STUDS b 16'O.C.MAX.REO'0. ATTACHED TO STUDS IN --- -- "- PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WRf1 _ .. - .. 'h1TF1 SECTION 2308 OF THE F.B.C. SECTION 2308 or FILE ®HV WALL SILL INSTALLATION SEE 11 AnONS l)F' E OF ©HV WALL SILL INSTALLATION F.B.C. MADE`'�"°H 3HEErs FLORIDA BUILDING CODE(Non High Velocity:,Hurricane Zone ®2015 EASTERN METAL SUPPLY, INC., 111111,111I1T1EIT/ BERTHA HVTM A■S■S.A■ Accordion Shutter System �,�-�-�// ��({,/�{{ KV. a�wE I w/oR W/O KV. NNDOW RACE r 'j")°i�s�" TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EY:No DESCRIPTION DAIL DRAWN 11r: M.L 'It: •* WG3 N.M.3M.SL.Ste.315•NRGM CAROM.VIARM 3716 Asscciatianx Inc. 1 OLD.11-192 +/13/16 DAIS: 4/13/15 • Phone (305)871-1530•Fax;(305)871-1531 4268 Westroad Drive :2 - DRAWING No 5 1:r+eRauaalwN West Palm Beach, FL 33407 3 p FCDRIDP;.=lc.�; eB-0006718 . 15- A 085 . C` WALTUR TnlrT Jr.P.F . • �1\ FLORIDA Tic.j 44167 5 SHEET . lVNA DATE 6 16 OF 20 INSTALLATION DETAILS -ON EXISTING WOOD BUILDINGS FOR 1 HV & -HV* BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L= FOR INSTALLATIONS INTO WOOD WITH HV BLADE1Q ONLY SH BE LIMITED:TO..105.0 sf. A.S.D. DESIGN PRESSURE RATING SES E OR MAX WALL FINISH SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON EQ E 2 MIN. 1 4 0 TAPCON OR 4'x8'(Min. EXISTING I MOON WITH ADVANCED ) EDGE(IF APPLICABLE) I- W,R1 DFORM TECHNOLOGY - WOODBEAM REQUIRED. -- W/1.1/27 Mi PENETRATION STRUCTURAL RDECUACY I; OF THREADED AREA TO P19WP TRUSS S.S. TO iDOSi1NC WOOD REAM p. - _- 1' PMWPS TRUSS HEAD f0 BE CERTIFIED BY EXISTING WOOD EXISTING WOOD HWER. MACHINE SCREWS - - -----� `V SEE SCHEDULE ON SHF17 15) `Min. REGISTERED ENGINEER OR EO_ EQ TRUSSES OR ( W/1/4'-20 NUTS ARCHITECT PRIOR Ta "" 19 -Q_ �-0 12'O.C. SHUTTER INSTALLATION. _1/2' 1/2' RAFTER 0 24' - __ _ _ _ _ O.C.REQUIRED 1 Or,1$ 1/1'0 7APCON OR I ---- T.� F N WIT AN I 3/4n Max.THK. _-257' THRFPDFORM T�CMNOLOGY j _1 /2'Min:PENETRATION __ 0 _-_ ... 514x3/4 ___ ._E Q / ____,_ -- --yt'x4'xl e'CONL FLUM.TUBE NG SOFFIT _T _ _ 1 Max .W/ 1 z� I t ': .! OF.:THREADED MFA TO .: - M S _ _ - - - - (6 06346 ALLOY It/ OPTIONAL EXISTING WOOD NEMER. 0 (X)5/16'0 LAG SCREWS TO I i (SFE saFnuLE ON sl¢ET 15) or 13 or 15 1 or 1©or 15 {RAFTER OR TTnAss .. .� LOCATE LAG SCREWS AT f I. MIDWIDTH OF EXISTING WOOD '~EXISTING_MIN 2k4' ___ _ _ _ __ - _ ---=0 _ _ _.�. _ _ _ (I_1 - OPEN 1{ILL AT EACH, _ _ ___ __I I. _ MEMBER. (V Min.NOMINAL EXISTING---i HEADER HEO'D GLASS F� _ NLN.SEPAIRATION.TO GLASS EXISTING i _I STUD TO ACCEPT �I�(}}f1f1 PENETRATION OF.THREADEO ( - -- `(SEE SCHEDULE ON SHEER 11): GLASS----{ '� AT CENTER OF5/16,0 LAG TUBE, R1 r INSIIALLA AREAL ONSOWITH 72psf I I!('tpll • MAX.A.S.O. DESIGN LOAD AND . V EXISTING A9N SEPawTxi+ H 9'-O'MAX. SPAN.THIS .. I 10 RA15(SEE N -GLASS I TO.QASS(SEE INSTALLATION IS ONLY VALID OS HV WALL HEADER INSTALLATION 1 iUi FOR MMMET ... t.� � I FOR WOOD W/MIN.SPECIFIC _.. .L a SW 1a FOR -- _.--- O OR ( 1. 9fOR 0 1O N . GRAVITY OF 0,50 AS DOUGLAS U:'uESNh© I pMLSN&4 /1oR ® OR EQUAL SOUTHERN PtiF No 2. 1-SEE SHEET 4 rOR TMCAL SHUTTER ASSF]1F3LY __ �l 2-MOUNTNC SECTIONS GN HE COMBINED �HV CEILING INSTALLATION - .-, IN ANY WAY TO SUIT ANY INSTAUATION. / CUJ HV L G I STALI:ATION ---- - -- —d I To ams(s ( ---V OR�0 I- MIN. I NLN.S[PARATION.TO GLASS -1 SO&DIAE ON saET II SEPARATION (SEE 'ON SHEXISTING I aN rff 1&9 R1 FOR N SCHEDULESHEET 11)- TO GLASS IX1511NG �`--- O CLF55� \ TOWN S EET GLASS \T ALTERNATE I I 1 I -� I 8 I I LOCATION IXGLASi I ( WALL- FIN 51( I I I 3/B•ANN. #1 0x3/4'MIX ��5--I I I --1 I -2"x6'MIN.W00 I / 1/ (�. 7�--( - �/n Nlr� _._ WASHER HEM:TIX DECK REOUIRED O Yax. _ - SCREWS O 12'ox (NO FINIS ( I H 13 OR DECK xRE MIN.WOOD, (NO � MOWED) _ FINISH MOWED) _ E _ _ _ EDGE OF DECK �✓ 172• 1!,--) _ OF IF APPLICABLE E OF DECK IF A Q E'PUCABIE EY] ECL IF _ _ ^, _ YhYLLL I - APPLICABLE - _ 20x3/4'S.S. I/4'0 SPPCON OR 1'- FHILLIPS TRUSS HEM — =2`....... - __-- LEI l:1 ,A TAPCON WITI ADVANCED Mn' MACfpNE,SCREWS 1/4.0 TAPCOH OR TAPCON WITH ADVANCED` 2'x4'CONT. ` THREADFORM TECHNOLOGY W/ 1/4'-20 NUBS .r// I THREADFORM TECHNOLOGY W/1 1/2'Min. -2'MIN. -SILL PLATE I 1/4'0 iAPCON OR 7APCON WITH ADVANCED THREADFORMJ L- -y MIN.--- PENETRATION OF THREADED I . w/1 1/2'Min.PENETRATION R 12'O.C. TECHNOLOGY W/ 1 1/2'Min:PENETRATION OF THREADED OF THREADED AREA TO AREA TO EXISTING W000 HEADER.(SEE — �� `I:l� --' -. AREA TO EXISTING WOOD HEADER.(SCE SCHEDULE ON SHEET I5j EXISTING WOOD HEADER,, SCHEDULE ON SHEET 15) --� (SEE SCHEDULE cN sHLEr 1s) (X)HV WALK—OVER INSTALLATION ♦ SEE UM A710Ns OF USE FOR (�HV WALL SILL INSTALLATION BAD 1`oN sHEEr 19 N1 HY F100R INSTALLATION FLORIDA BUILDING.CODE(Mon Nigh Vc(ocity,Hurricane Zone) TISA���ih C7015 EASTERN MEFAL SUPPLY.INC. �'' BERTHA HVTM Accordion Shutter System A.S■S.A. H.V.RAM#1 W/OR W/O H.V.W NWN BADE American- Shutter Systems REV.th DESCRIPnOR DATE I DRAWN BY: Ml i1lL1T TESTING & ENGINEERING COMPANY TUFF A99QOlatIOD. Inc. '1 OLD,11-192 4/13/15 DATE-' .4/13/15 �••: Q`� 6SS9,N.ff.36th.St.Stn 303,IMNA GARDENS.FLORIDA 3316 .. Plwne:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive : DRAWING No n-mail:tin..om West Palm Beach, FL 33407 3 . ss/OrYAL OkGq� WALTER.A.TRL1T1 Jr.P.E. 4 1 5—OS5 A0" NAS FLOR1M LK.p 44167 5 SHEET P.E. SEAL7S'IU�VAYURE/DATE_ 6 1 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 1.. td rood SNOS,f¢➢9: 111•Y ..WOOD Snw REG0. IYTIW STUDS-_ (qs lyp,lON4LT... \ /{�-NsaRIR'O 0'OC. RDm S _ ,mN ono rrJL �/PQQIRAl1bN r= E>QSOwO CLASS--\ ° F' FroIv=6X10 ,BBy\\ I �•W CLASS/ \ F-' S,U05 1A,`. -EXISONC CLASS O(67- aC56llG aASS i _ uN SPMct11W R �_ "0 pSAST (StE .::a ti:.' :w t/2• xx, Ry <._+S. :r..-c 1]mA�LSON( l�D QlS'(SlE t/Y uM.OA•J-,ri.-. Y.' 10 MSS(SFLL ..•1 ,..: _ - - „M MAM4)— _ .�.! so®lIL a.51EET cEt'I.IOD. �EAIL 9[ET Mulu aME -t- -.�.____ "•�_ -- - ,if•INuw1./z' leas+ ►� -—- va-rim�ase� ____(-t5[,t,•,fa,YU.1r__Wn-f. -.Mum WYLCLQSER PLY.=. e� 0,D iR t/z - lswus .116 O.C. b6 OG scIf .le v.�mfaw I Ofl Q9� SEE DCruE z (1)OR Q9� omrn:a tr.) \I'aR�� COAOE coIaECDa1 \' (��.�. SEE 0LU X FOR I OR CO ttl 1R)O(5 �> /� (� SEC OCV1%(OR_ `C}- �- -CVi"l!•lw'�IJ#,-[Ja.• �//// 9a;CWlfCiLRI - 7�IVa,-C_�V-^_�•'li' SQ}[Ci�Oq'ETW'V(S �0^ •.®-+.•J•�'-l!erl'-l�'�"C9- J rO TiLV]6 .._� � • l©!'''�'®Y'- 7�•� Q_-©\/�• ©��.•'t%�•ll•@- LM'•'Li-`�.�•'V,-l�%�(�- �•�,®'�•y•�. f•ni�'�y'�•yT._�/E.l•�• �'@-QY'.lY-V•�e U'U-`llV'\l'V�- @'@.{�,@�'®- C©�'lY�' 'l�•V-'VV•@ END CONNECTION DETAIL END CONNECTION DETAIL Q9 END CONNECTION DETAIL,Qq � END CONNECTION DETAIL(8J amlm: •,eaunm aar rpT svufs rxA,tR„tu,,r-a•. 2•'Sf1A III r,/-o TDPCCN NIaa1Y5 ,/1Y ot'[nf1.ANOtDei fto.,/z•SJ1.5. EJOS,INC CASS� FF)OEIRlJIDN®11'O.G -y W/ o,Y o.0 1 - =t _ .:Q-ryE • SEE UMIFATIONS OF USE FOR \ 2.. .. _. t/1•uw. SDEDIQ CN ses:r LM ©. ( EE lA ON SHEET 19 m C - vaq oqa Awa _ smut v!94ET w StlL,v tat la9m,e r�a1MO ,/z'�a-',,'. --- r", C� 0101 R .8 -N, Of OR W-1 © •?fia•63- wurwraf z-.,• w"nce 44 07-(5-9 (1_ f5; E7)0 snmRMV. rss Y PLAN O•@rQ4•(3-�•C9 e0•@-S9•Cs•®'!'� DETAIL'X END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone \`"\HpW nAlyry - "®2015 EASTERN METAL SUPPLY, INC. �o�,Q�;�R A ,0" BERTHA HVTM Accordion Shutter System A.S.&.A. KV.MADE y1 W/OR W/O KV.WNDDN MADE American Shutter S stems TIWT'TESTING & ENGINEERING COMPANY y N ocscatarlow DATE- DuwN W.-M.L. STATE OF /•*= .N.W. stn.sE,s,m SDs.vwcw.e rJu+or,Ec:holm,331 r"Assoclation, Inc. , OLO 11-102 f/la/15 OmE: 4/13/15 ; Phone:(305)671-1530.Fax:(305)171-15]1 268 Westr00ds,Unive -z DRAWING No ORIDP,.-r't "0" UP—O-Lc= West Palm Beuch, FL 33407 3 11P Es-ao0cn9 . 15-085 S �� WALiFJi A 10.U(Jr.P.E./ n.ORM Uo.r 4416/ 5 SHEEP E.�'rSClAldl�luM\VURE/DATE 6 1810F 20 'L'�°"��°"L':J •r % LMRATIONs AND CONDITIONS OF LLSE FOR BERTW\ ya, _ A n_ w BLADE ACCDRDION $HUFIER,}YS'IEM_WORKING IN A G 'EY (0 D. (T D (U ll S1NtSON WITH HV YVINDOW:BLADE 0- . :.�1 _ I `y.. U:YAK A.S.O.DESIGN PRESSURE RATING:f,t10;- 110 P• f. ... 2.NAK SHUTTER SP0.lt 96- 3.ALLOWED MOUNDNCS:A D.G&.H ON SHEENS 6,7;AS WELL AS _ MOUNTINGS W 0.T..U:&W ON SHEETS 16& 17. ¢cq-�� pyo (97��ONLY CENIERMAIES N��7R®IG((BOTH W/ OR 2 ARE ALLOWED WnH 1 Om®a " L7CYOUT, MUST INCLUDED ONLY ATOR OP�EXTERIOR ACCESS CARE o OPP�NG 1« - iv- CENICA E ' _ _ TYP.FA END 5.(A)HV WINDOW BLADE 8 SHALL ONLY ALLOW A MA%IMUM CF 5 OPENNGS (3Y HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. CjJWS, (B)MIt1 CLEARANCE FROM TOP OR BOTTGW EDGE OF tN WWDC'N RADE 1�/ MAX.5 L99NUOW5 a_ • I ♦ _ _ ___ - _ - __ _ _ = CF.ANY 3'6 HOLE-FOR®SHAH BE'12'. ALLOWED AT NV- WINDOW QLADF QV - (C)FIRST'ORI ST BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BVDE 1Vi 1 u3 _ __ - _ _'� __ _ • _• _- -_ _ _ - _ _ _ - _ (D)HVWINDOW ELME Q MUST BE USED ALTERNATE TO A SOLID 114 GIME lO - THROUGHOUT SFIUTTER'S HiDM. . c • • • • • • (E)C TES SHNl ALWAYS BE D45fALLID AOJACFNf i0 A SOUR FfY GIME 1 AT ETIHER SIDE OF TEEM. . :SEE END •1' (F7i PoIYCARBONATE HV WINDOW Pq SHALL BE INSTALLED SO TABS FACE CONNECTION _ • ♦ ♦ THE INTERIOR OF,THE OPENING BONG PROTECTED.HV W -W�MUST BE DETAILS:I N SHEETS Iy` �W9p INC. INSTALL ED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASS& 104'Ogtfr. T.g FULL HEICtfr. � ,\ W4i1t 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALIAnONS INTO WOOD FRAME BUILDINGS ON SHEET 15.AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES TYP C 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS.INTO POURED =8 CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12& 13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I &2 ABOVE). W—L.[ r---=L B.MINIMUM SEPARATION RI GLASS SCHEDllLE,PER 7S1M E-1996: .. (SEE PLATT FOR REQUIREMENTS) D H w Yp TOP k EK)1TON W 4 t6 '�j ..WIND ZONE MWMUM SEPARATION TO CLASS 1- t3R SEPAR1nON ro aws ELEVATION 4 6.25- E%ISi1NG GLASS—, SQIHIIIIE E Step 11 FOR & — CN t7 SEE PND R6 SHEET. BLADES 1 6§ 2 GO\\\ F 1E0 P. SW"f/M 2A OR SCAN ENTERAIAlE521 W/O (SET�NOTE 4 ABOVE) `-/ —�N—� .___.....; C2�y'� �J TYPICAL (71) HV BLADE .WORKING IN UNISON WITH HV WINDOW BLADE TCA SHUTTER* — N.Y.S. FLORIDA BUILDING CODE.(Non High VelocityRurricane Zone `,"LN1111111tprr♦r♦ 0 2015 EASTERN ACETAL SUPPLY.INC. .���R !<<iT''- _ BERTHA H TM IL E C O �N�. A■�.S,A■ Accordion Shutter System Kv. MADE#1 w/OR W/O RV. OWN BADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV."( DCSTRIPfION OAIE- DRAWN BY: N.L Asisoc(Ot(OF), Inc. 1 OLD,11-192 4/13/15 OTE: 4/13/15 -�• STATE 6355 N.N.36tI,SL,Stu.305.MRT..0 GARDENS.FLORM 3316 • OFA ... .:(305)871-1530.I-:(305)871-1331 4268 Westroods Drive 2 DRAIVING No �.�� F<ORIOP `�c�`'` a-mw eaKooaa�m West Palm Beoch, FL 33407 3 15-085 ,, �'••...:::::•!'•\.`� ... EB-0006719 _. 4 .. �♦ss G\`� 'WALIEN:&PLUT Jr.P.E. RA ♦♦ A� FLOU..1 44167 5 SHEET P.E. 3&Aq� ��2E/DATE 6 19 OF 20 " '. 11/2%D.OM"THICK INSTALLATIONS W/ HV BLADE &. HV CENTERMATES �z.oDfl MG,.r Nin.ASTM A-653 GRADE 40 VAPoE;S. :I o R ,DT,STEEL .G. INTO METAL STUD .WALLS L o 6'D.C. a --'--- iyz" a7s• * 30 t/4"e NOMINAL GENFRAL LIMI ONS'AND CONDITIONS O. USE ALUMINUM SLEEVE jj4 x 6 t/4 x o.ols THICK Nin,i!43c 43o N 12 o FOR BERTHA 1 HV BLADE 'ACCORDION SHUTTER 6063-T5 ALLOY CONT..6 STEELTRACK CHANNEL,I o 6•o.c. O_fi•o.c.n SYSTEM INSTALLATION TO:METAL STUD WALLS - - o ... ASTM A-653 GRADE 40 V..G-60 1 SEPARATION TO GLASS SCHEDULE n 1%(2)ZED 1/2-T K O I ' _ 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75- (psf) t- NOx' GA (2) ED AST TEE SCREWSOSTT ON , EXISTING FINISH 39. > , MOR u EERTDOR FACE- I AS APPLICABLE Q N 2. MAX. SHUTTER SPAN: 84" ND ZONE MINIMUM EP -- FIS - - -- - -ASTM-E-1996- - _a_x EENCfH_+ _I'_ _ _ SEPARATION 1 MIN, LASS 3. ALLOWED MOUNTING MS ON THSHEET. -TO GLASS- - ---- - IXISIIYC GLASS-1 TO GLASS � � 7—(SEE SCHEULE) 43 = ® 114">a-20X3" BOLT 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED ` ) THRU _ r PENETRATE 43c 1" WITH.21-ARRANGED_ A S _METRICAL_LAYOUT. ------ t• = -- - O USE OF (2)'35 (6" LONG, MINIMUM) MUST ALWAYS BE _ .4— 4- 13/4'x 6 I/4•x 0.035'THICK Min EXISTING FINISH 1 _ INCLUDED AT TOR G, INTERIOR ACCESS SIDE OF 1.373' CONE.GALV.STEEL TRACK CHANNEL, AS APPLICABLE I I .�� CENTERMATE. .250•-C1 - r•O50' ASTM A-653 GRADE 40 Min G-60 , -- GALYAMZED FASTENED TO STUDS O I— — 'i — _..W/,(2)06-1/7'-7tE SCREAMS ON I 43C _ 434 ---�� INIERIOR 3 EDERM FACE i V 6.O.C. "1/4"A...70 THREADS k4 BLADE SLACK DETAIL HVF IS ALSO VALID FOR ® 1/4"0 ELCO CONSTRUCTIQN CENTERMATE 21 APPLICATION WITH BLADE 0 PRODUCTS FAB-LOK HD 12 COMPONENTS Min.ASTIR A e53O3cwwe a !_L_ _.'. ,2j,TifES':_. ® 6` O.C. No °-G0 G4LT �L ' IMS WALL HEADER/SILL INSTALLATION NERAL STUDS A7 16'O.C. in. _EXISTING FINISH AS APPIICABLF. /- SCALE: 3 8= 1- (TYP.TOP k DOTTOU) ————— —— —— — ——— — — ————————— 1 S/4•x 6 1/4'x U.OJS'THICK Nin. EXISTING.GLASS A _ _ _ 1 — —— ONT.°ALV.STEEL TRACK CHANNEL, STM A-65J GRADE 40 Min.G-60 I•. , , :. ,, _ 1 III„,'•..�.I I, 434.. 4.36 -4-3c' II i, :: IIi S SIDE . .- I!I /.tN11VWRZICIR thU FIXAStTEERN10tUR FlM1OC4ESTUDS 1 SYMMETRYCAL SYMMETRYCAL NN. SEPARATION,VARIES / 6.1 2 TEK SCREWS O N TO GLASS CENTERMATES W1 . CENTERMATES (SEE SCHEDULE) MD ::., ACES 'INTERIOR ACCESS SIDE- EXTERIOR I ` 6•(TYP.)---.. IN -1'3 (6 Min.) IN -4 ---------------------- ----- 24 ----------- ----------- --, - - ------ --_- _ MAr M a ----- -------- 0 (-)42 21 I.00AF0ATT 12 i_�- - _ HV HEADER/SILL ENDS VIEW Y 4 i 2 L 3 (6`Min,) 24 SIDE CONNECTION TO TRACK O _3 1/4.Oyp•)---1 - 1 y 6 I z'NAx. sucK *# � (Cont.) ...6 1/2'(TYP.) T .. - / BLADE SLACK DETAIL HVF IV FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone .m_2015 EASTERN METAL SUPPLY,INC. A1t111111111111////E A: BERTHA HVw A S S A Accordion Shutter System . . �rry z 1 L. ECO M C. . . KV.BADE#1 W1 OR W/O KV.WINDOW BLADE c TIWT TESTING & ENGINEERING COMPANY Am9rICOp Shutter System"s Y. DESCRIPTION DATE:. DRAWN DT: Ass W.30th.sL A".los.vcaclNui GeJtDa+S,I1.of7M J31 Association, Inc. i OLD 11-192 4/13/16 DATE: 4/1 /15 �•• Phage:(305)371-1530.Fax i(305)371-1531 4268 Westroods Drive .2 DRAWING No y a-m 0:tatewG'0L_ West Palm Beach, FL 33407 a i WING No J.. ' ••. CQITtO eEB-0006719 fs.•••::.:..••``G\; WALTER A TILLIT Jr.P.E. 4 P.E 4S/G�" \\ FLORIDA UG p 44167 s SHEET wfl ,, (W�1 ;DATE 6 20 OF 20