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HomeMy WebLinkAboutProduct Approval C> RECEW'D DEC 13 2016 FILE COPY GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (51h EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 167.0 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED 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 LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES C1)& �A) BY MULTIPLYING-THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX. (AS.D)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.E.D.,AS TESTED.WERE NOT OVER STRESSED.A 33%INCREASE IN ALLOWABLE STRFSS FOR WIND LOADS WAS hM 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 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION IGO9.1.7 OF THE ADOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 10214.01-03,10715.01-03. 11004.01-05,61214.01-05,60317.02-06.10609.01-I0 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2' HV BLADE(1)AND HV WINDOW BLADE 1A AND E-1996 STANDARDS(MISSILE LEVEL D,WIND ZONES.1.2 &3)&11220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -hV WINDOW BLADE @ 10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2. HV BLADEn AND HV WINDOW BLADE ©i ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3. BERTHA H.V.ACCORDION PINS(HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75•AND 114x1.75'RESPECTIVELY.410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA FLV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. . 4,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3. (MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 ksi AND 35.7 ksi FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE At BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksl 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 ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 kM MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE U: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 NV BLADE Q&til WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM DEARS A U.S.PATENT 16'779.582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PART BY U.S. PATENT 65.458.179 ISSUED TO CASMR14 METAL SUPPLY,INC. AREA 3: HV WINDOW BLADE Gig+ ONLY 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SGL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN 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 CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV AND NO LOCKS. AREA 4: HV WINDOW BLADE(1)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCOHOION SHUTTER SYSTEM'S INSTALLATION SHN1 COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND'CONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT. BASED ON THIS P.E.D.• PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE(Han High Velocity Hurricane Zone P.A. T/ ©7,015 EASTERN METAL SUPPLY.INC. BERTHA HVTM A S S A Accordion Shutter System --__ �. E C I N c. ■ ■ ■ ■ Itv CdIDE#1 w/OR w/o H v. H1ND(7N BADE American Shutter Systems gEV.He DESCRIPTION DATE DRAWN LAY: ILL Xr TILLIT TESTING & ENGINEERING COMPANY TE Association Inc. , oLD 11-192 4/13/+5 DATE: 4/13/15 is � O•. OF 6] N.W.3EI1,.51..610.303.\1RGINIA CMiL OENS, ORpA 3315' > Ph-A:(.11DS)671.-1530.Fn.:(305)871-1531 47.68 WOstroads Drive 2 DRAWING No F ALE WA IFR 0.itecco1Jr.cP.E. West Palm Beach, FL 53407 3 5-085 , TILUT P.E. SEAl.'7' �;N�4TURE/DATE' FLORIDA u�.1 44167 5 SHEET OF 20 3'0 FOR WINDOW MAX .TC H VARIES 1.491' r; 'Ve' It 'n3 0 6� c-+°54' I $I .090 _ o I�, a _ 6•,4/ (5�)HV 90'f 180' STARTER {1�HV SOLID BLADE (i)HV UNIVERSAL FLOATER QUALIFIED FOR USE 1Y/ COVERED UNDER US PATENT # 5458179 1 QUALIFIED FOR USE Y!/ HV pIApE(1) �J HV DIRECT MOUNT HV dLAUE(1) (A) HV WINDOW BLADES 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TrMPER -SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 LLOY AND :174 6063-T6 ALLOY AND TEMPER _ ,3.2¢ ... 1.500' GU63-I$ ALLOY ANb TL'MPL'll ,174_ r' I �> n/ - oar' ��o' n' 2..670- n l P• / .. - .994' 67 1.000' .6/0' 2.226' c' D/2' � S� :$az :092-q' /c '.845' J. r ' ;436' - '_—_12 !-) n �c> 1.375" HV ADJ. ADAPTER WAIP 0.072' 0.072' szo - L I�_-- 3.226' = QUALIFIED FOR USE W/ HV (EI),HV WALK-OVER TRACK --- 6 HV ADJ. FLOOR TRACK SLAOE,i; ('9 HV TRENCH TRACK _ 2�5,.760- C_) 6063•f6 ALLOY AND TEMPER CUALIFIED FOR USE W/ HV ) ' 1 BLADE'`t) -' QUALIFIED FOR USE W/ IIV QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY AND TEMPER SLADF(JONLY. �10 HV RAINGUARD BLADE Cl) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ I IV 6063-TG ALLOY AND TEMPER VARIES m 1;930'. BLADE 11) 1 93 VARIES 6' 6063-T6 ALLOY AND TEMPER ..-:j'A�_6a0'-• • .5 i0_.OtiO�•� ^`{ o.-9 100' Y---U,I'.oe3' _oe3' _083' * -93 .te._r . iI Cq 00' 670 0— 93-_-a I •� � 670 �� HV HEADERLSILL j Q— (111 HV CEILING HEADER 1Al HD CEILING HEADER/SILL " Ql7ALIFIED FOR USE W/ HV BLADE(I)ONLY, QUALIFIED 0633-TS ALL0/AND BLADE(I)ONLY QUA.IFIED FOR USE W/ HV BLADE 1) 14 HD WALL HEADER SILL Y �'. f SEE SECTIONS FOR VALIDITY- SEE SECTIONS FOR VAUDITY. QUALIFIED FOR USE W/ HV 6063-T6 AI.I.OY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE )ONLY. 6063-TG ALLOY AND TEMPER I �1 r� COMPONENT A d T1 T2 ) ffy(»/ z" n"MAX. 1/8• t/8• :'0.090' I I—I1' 118) 2' 5-MAX. 0.192' 0.192' 3.-.. (16 SIDE ANGLES -.j _........................: ............._ ..-- . ._.._..........._........_ � QUALIFIED FOR USE w HV ALUMINUM ANGLES f$' 2.5• 7-MAX. 0.190' 0.190• i2G/ CORNER POSTS / I QUALIFIED FOR USE S4/ I-IV dLAUF.(1) QUALIFIED FUk USF: W/ HV -- BLADE(t) 6063•-76 ALLOY AND IL6IPER BLADE OI ONLY, M I 2' 5'MAXI O.IJ9' 0,131' 6063—TG ALLOY AND TEMPrR 6063-I6 ALLOY AND TEMPER FLORIDA BUILDING CODE(NQn High Velocity Hurricone Zone L`TLT VIII/ Cc)2015 EASTERN MFTAL SUPPLY,INC. .•P ...... ✓�''� BERTHA HV,:tee` .��ENSF''9 �������� Accordion Shutter System H.V.9_40E#1 W/OR W/b KV.W�NDDW MADE TiL TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION DATE DRAWN BY: IA.L ;'a Assoctatlon, Inc. , oto 11-192 4/13/15 DATE: '4/13/15 STATE()F 6355 N.W.361A.SL,Ste.305.VIRWNIA GARDENS,FLORIDA 3316 ---•••'- " Phone:(305)071-•1570.raN:(305)$71-1531 4268 Westroads Drive 2 DRAWING No F(DtytD •'�Z r-ni011:Gllren4oOl.conl West Palm Baceh, FL 3340/ 3 Q �:'` WALTEED- 0.�L67 9 L P.E. a — 1 J-085 P.E. 921(L1/@GM T5 R\E/DATE FLORIDA Lic.N x4167 6 SHEET ET OF 20 -11 C�St 1/4,'11111a 0 LOUSING FRUNEL /4--20. .745' ;611� R .. S�S U S, THRFACED "'E= F Enkya. (L ttn DAKED PANTED 318, 6 ECAESS �c IN, .062- o 04 L wom cyuV= -RRASS CYLINDER KEYS(OW0.0 (HROMC RATED) 121 HV CENTERMATE PLATO)) HV EGRESS LOCK HV LOCK R USE W/ HV BLADE(f)& ONLY 2) HV FLOATING CE QUALIHEO FOR M T OUALIFIED W RV 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 131.AUE(1)&(Ioq ONLY BLADE(jFOR OUSE QUALIFIED FOR USE W/ HV )& 2 CEP(I (23) HV CORNER CENTERMATE 6063-16 ALLOY AND TEMPER ONLY. t @ ONLY. 2..874" 18* 6UXUFIEO FOR USE W/ HV BI ADECIJ,ONLY 250'O.U. 8 5 6063-T6 ALLOY OY AND TEMPER PLASTIC HEAD 1.7rifi, PED TO-N 045* 4,zl- SCREW __L.7k3 .360'ArITR RIVETING -01 Pf -I "i" "" BEFORE RIVEIING 1/4 '3/4 Or S.S. THUMBSCREW 1/4"0-20 RIVNUT* *SFIVIII 9444&UR411filki(2024-T3 ALLOY)LARGF FLANGI,.1HIN 2-m 4927L 1 UTSM.PART 1 0820.AS MANUFXTURFO By AVIAL PL-14 FRONT aVATION HV MALE "T" LOCK CENTERMATE 44L'ft�- j C-H-ERRIRIE)(TORN.PAftPPCNf,NEW JERSEY 071354 OR ECUAt. LOCKER FOR "T" LOCK CENTERMATEQUALIFIED FOR USE %V/ HV BLADE(�',ONLY HV FEMALE "T- LOCK CENTERMATE 14V "T" LOCK HV ALTERNATIVE LOCK QUALIFIED FO 6063-T6 ALLOY AND 7EMI,I*R QUALIFIED FOR USE QUALIFIED FOR USE W/ HV R USE W/ HV BLADE(�)ONLY QUALIFIED FOR USE W/ HV eLAor(I)ONLY 01 ACE 01 ONLY. G0fi3-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPCR' W/HV BLADE CI)ONLY. J.-P t 7- .......... LYLI DER OR I(EYNCrUNMR C •Da -2L .545' 0.875*Min. 40 (311 HD CENTERMATE WZ NO LOCKING ROD HD CENTERMATE W/ LOCKING ROD �-O QUAIIFIED FOR USE W/ HV BLADE(1)& 4S QUALIFIED FOR USE W/ HV 8LADE(L)& (A.' 44 4_11 5065-T6 ALLOY AND TEMPER HQ CENTERMATE'S INSgRT VARIES. 12"MIN:. 6053-TG ALLOY AND tLMPrR QUALIFIED FOR USE %V/ HV F3]ADE(I)&Q� ANO 20 51 OR 3/6'.-16 6063-16 ALLOY NO TEMPER 1117*.n _j THUMMIURN CYLINDER go OR It), CYLINOiR 57 in L11 -j 1.7a M- LO-CKING RODS HD LOCK QUALIFIED FOR USE W/ HV BLADE0 �i6063-76 ALLOY AND TEMPER C6,, HV 3ZS"0-16 ACETAL (S�) HV 114" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCHS SERIES 2333 HOOK DOLT LOCK. ' . A 6'INSTALLAIION WSERIES S.S ILL REQUIRE A 7/16- ROLE THUMBSCREWS, THUMBSCREWS wAurwo FOR USE W1 HV BLACE(Flik f!k) giiIllib AT TRACKS FOR PROPER EMBEDMENT OU RED FQUU Wyijjy BLADE Cl) QUALIFIED FOR USE W1 HV BLADEQ'I FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, •p .......... 0, 2015 EASTERN METAL SUPPLY.INC. —BERTHA HV,M Accordion Shutter System 11LIEC01—HCA - A.S.S.A. RV. RADE#1 W/CR W/b H.V.WNDOW RADE ' 1 American Shutter Systems icy.If DESCRIPTION -jATE 'AN 3Y. N.L. TILLIT TESTING & ENGINEERING COMPANY i; 5356 N.W.SSD,.$t.Ste.W5.VRMA GRMNS,n.oqok 3316t Association, Inc. I U) it- i2 4/13/15 UAT- 4/13/15 Phan. (305)871-$530.rax:(305)11711-15ZI 4268 Westroods Delve 2 ........ e-maid;tiltemocol-m West Pohn Beach, FL 334437 DRAWING No /ON I", E_C006719 15-085 WALTERDA.TIL Jr.P.E. 4 NM-.——- FLGR.-DA t-MI 44167 S I SHEET P.E. SEAL/SIGNATURE/DATE 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR L. LI HV HV 4C I CL E (D HV BLADE 1 To 13qGr. FATEMOR iHv Avow ijLADr xlL' $r .0675;1 .p625' HV BLADE IA g,yj.4 x V. E'S Y 14V LONG RECESSED NYLON BUSHING LAD 875" .0625 KNUCKLE 39 HV SHORT RECESSED NYLON BUSHING (rrp) 0.067 0 E�N'N HV NYLON HAT WASHER (DOR R1.750 C, 41 --OF..BLApG­. 12' IjC 41 OR I@ . HV WHEEL CARRIAGIF AISI 302-303 SERIES 04, , --(�4) 3 _4- 0.870"x3/16" THICK NYLON WHEEL. 2 7/8-MIN w I KV YIINDU 4 CLEAR 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION NV I J/4" ACCORDION PIN W1 #8 HEAD EXTERIOR BLADE OPI:NUIGS t 5 /4* ON ru TEPS-.FT IIV 2 A/4" ACCORDION PIN W/ #8 HL AU A @ /4 .4 POLYCARBONATE CLEM 0 CT RESISTANT HV WINDOW • 13-EEN TYPICAL HV WINDOW BLADE AND TAPS L @3 POLYCARBONATE BY WINDOW DETAIL 03 (DOR or NOTE FOR IREMENTS) @OR *PQIYCAR ONtNjE_IMPArT RFSISrANT LY_WINDOW IEEE. SAYER MAKROION 3103 POLYCARBONATE RESINS, LIV.-STABILIZED GRADE OR SABIC M 103 RESIN N CL _j 12'111 e4lEf1cE C 1.11 Sc INNOVATIVF PLASTIC. I CXAN (SEE NOTE -F- ON SHEET 19). (1) I-IV PIN C4) SHALL ALWAYS BE USED At ALL EXTERIOR BLADE. POLYCARBONATE SOURCES FOR(9 HV(9 UCAL SHUTTER ASSEMBLY i EXTERIOR AspTrIf'Ell ACWLT BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D OR J TMCAL PROPORRES (2) HV PIN (9 MAY BE USED 114 LIEU or (9 AND ONLY AT PIN @ OR EXTERIOR AT ,OR EXTERIOR oonOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D 00.324 14 BLADE'S KNUCKLE. WHEN CORRESPONDING TO INSTALLATION _T 7 11 (SEE NOTE * FOR MCM'A"IT ADD;0192 0.0.3 Ibl"', 0.043 tw.' BLADE "11", SHFF (94. REQUIREMENTS) TENSILC YIELD SIMENCIh AMU DEW 9,400-i4 9.580-L (3) HV PIN @ WASHER OR @ W/ 1/2" O.D, 1/16" THICK S.S. 'Y FLEXURAL STREKTIJ AT JrEU) ASTM D790 12.5W P-'. 13.400 p..I. SHALL BE USED FOR DIRECT MOUNT INSTA(LATION PER DETAIL. X. JAMA-1.UOMW ASM P790 3.0.000 P...1, 345.000 V.'J. NOTCHED LIM ASM D256 18 Fr-!b/. 17 FT-Wfl. MEL CARRIAGE DETAIL SVC.E DL�rf ASDA D2813 .7.2 9 045 9= ASSEMBLY LAYOUT PATE OF RUI001Z7 MILL Dws C-1 CLASS C-t CLASS snr rA-T" ASIN D19.19 sw-r 9110 T 21ADIOWe AM O1 15 TMSU M040111 ATM WrAIHM� ASTW M 9302'.i. 6840 P.T. HY BLADE SOLID & DMSLE SRCS5 DOFMC LATIU.0 HY WINDOW BLADE DETAILS YASTM&13 1 9461 p.1L I &W".I. N.T.S. ....... FLORIDA BUILDING CODE(Non High Velocity Hurricane Zorle, (1)2015 EASTERN LICTAL SUPPLY,INC. Accordion Shutter System BERTHA H _TE C_Omc, HVTM A-, Acc z /Tl L A.S.S.A. KV.RAX#1 W1 OR w/o KV.WINDOM RAM z American Shutter Systems TEV. TILLIT TESTING & ENGINEERING COMPANY _N, DESCRIPTION OAIE I DRAM By. U.L rA Association, Inc. I OLD 11-192 /1.3 Is DATE: 4/13/15 OF 4z 63M mm.Z61h.SL,S11 M5.VMCNIA CARDONS,rLCREA 3JW Ph—:(305)871-1530.F.,:(30)871-1531 4268 Westroods Drive DRAWINC No e­k MYe9—co. West Polm Beach, Ft. 33407 /0...... 11,11, S ES-0006119 15-085 AA L E'A WALIER&TILLrr Jr.P.E. P.E.A`�JfL�r310NYL4URE/DATE , FLORIDA .1c.f 44161 5 SHEET 40 20 C2S *3" ��%° °"� *NOTEy S ON V LOCKS AND CENTERMATES A s c a �,�4�•� J u x s r u I Ot9•t��w�a•�5) 1.MANDATORY CONIMN Jt• ONE HV LOCK iR or f'S'+, SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN 11 OR 12•ABOVE OR BE UW 1 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK iz or Q MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO$y)OR 2� CENTERMATES W/(2) 1/4'0-20 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON rt 5 i 4 T { TYPICAL SHUTTER ELEVATION. v .�c^4 .. .rS (1--6)4- — - 2. I'Z L•IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO HV LOCKS(V, y OR 2.9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES T X ry OR 122 SFULLL BE AS INDICATED ON NOTE (1)ABOVE. L.(;4,.N OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. H -H aB-HVa 3. OPTIONAL CONDITION LLD ONLY WHEN MANDATORY CONDITION AlOR LMITED MANDATORY CONDITION 'o �Sran 6joD�3ajX�( • .* 02 IS USED w/TWO HV LOCj$$�; LOCKING RODS S�ARE NOT REDULRED AT HURRICANE POSITION, BUT MAY �. - rte°"? @E USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS5 OR AN ALTERNATIVE DEVICE y f MAY ALSO BE USED AT STACKING POSMON (NON HURRICANE POSITION) ��- 4.MAN DATDRYs,`,rZNDR10N JT: ONE HV LOCK 2F�4'ot;29 SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN a r AND INSTALLATIONS AT ANY ELEVATION. HV LOCK(21 or 06 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. 0 0 ATTACHED TO ON CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS 6.S ISS HOC-NYC T1, AT TOP do BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL 13E AS INDICATED ON TYPICAL SHUTTER ELEVATION.-` V II MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. K7 600 5.flRST ALTERNATE'To MANDATORY CONDITION,•,] VALID ONLY FOR HV LOCK 0 w/SVMMETRIt,AL CENTERFA!TF„�t gQ F"!3� S}B_P2�ONE ALTERNATE HV LOCK q,6 MAY BE USED,IN LIEU OF HV LOCK Q orT,LS FOR ANY SPAN AND 's i INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK 28 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT f H n-x g 6 `3n �DD_HVa � OF 1/4.0-20x3/4-S.S.THUMBSCREW TO �OR qZ CENTERMATES SHALL BE MADE IV/ 1/4.0-2Ox3/4'ALUM, 1 S`9>; "Try RIVNUT AS SHOWN ON SECTION FIVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 V ZEw�g LOCKS AT 1/3 OF SHUTTER SPAN. i~ 's+O I , 6, MANDATORY CONDITION J3 FOR KFYSrONF MOUNRN INSI IARONC• ONE FN LOCK i�4 or Q�or Ct4 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP !..,__...1� TO 96",AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK f,j'or q.3 or 29 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO 2t or�Z SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FIAT HEAD S.S. SEE END M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6�W/ISo CONNECTION t `-'{iS." OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DLTAILS ON D r E H I J K SHEETS t0& t 18 TYP. FULL ❑ i HEIGHT. ; of CORNER *NOTES ON HV "]"= LOCKS AND CENTERMATES- .-_ -uxuurt.m.:H. .. ....... ._.-_ 1.SECOND ALTERNATE TO MANDATORY CONDITION J1,VALID ONLY FOR HV"T'LOCK_ AND CENTERMATES 720 AND /„, CENTERMATE ONE ALTERNATE HV•T'LOCK 3tl1 MAY BE INSTALLED IN LIEU OF HV LOCKS?i0 OR q5 FOR ANY SPAN AND 0+(`Da��$���1 O;•tJ-l3t+x INSTALLATION AT ANY ELEVATION.ALTEfRNATE LOCK 06 SAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT ,�, OF LOCK C10 INCLUDES USING REINFORCING LOCKER-0 ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE 6p_,1-5)u)•(13.Jrn11�)+I`�i W --- CONNECTED TO CENTERMATES d AND On W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' L6") C7)•l��7"�6�+�7j=(j$;rn 1INIGNUT 8'RIVNU.LCK MAY BE:INSTALLED AT MDSPAN MAXIMUM ABOVE DAND4•BELO'WIMIDSPAN. USE OOF TWOILO KING R DSTj�:SOTOP AND BOTOM 15 MANDATOIRY. OR 12' lip, 31-('911•15-(z, *NOTES ON Nb LO C S & CENTERMATES 1.NO LOCK!:l y//HD CEHMMATBS 1y i OR(2 W/i ONE ALTERNATE HD LOCK(3_¢MAYBE USED IN LIEU OF TYPICAL (t) HV BLADE SHUTTER ELEVATION HV LOCKS(2?1 OR(25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE NO LOCK SWAY BE USED N.T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK A TO 6S IS W/3#8 x 3/8'F.H.S.S.M.S.,AND INCLUDES REINFORCEMENT INSERT S?AS SHOWN ON SECTIONS HDD-H1,4 AND NDC-HVC,SHEET to.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' MAXIMUM BELOW OR ABOVE MIDSPAN, USE OF LOCKING RODS CS`.)IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Velocity Hurricane-I.-Fe" A.Tr(///bj/ p 2015 EASTERN MEIAL SUPPLY, INC. :`�Q�'•\„\CENSF•T��'-, A����wA■ BERTHA HVTM Accordion Shutter System KV.RADE#1 w/OR w/o H.V. W1NoavC�ADE American Shutter Systems TILLIT TESTING & ENGINEERING COMPANY CV. DESCBIP110N oarE uPAwu By.- M.L ' = STATE OF <� W5s xw.sstn $t.,::e.sns.a awu a eoa s,FLORIDA sats. Association, Inc. I OLD 11-192 4/13/15 GATT: 4/13/15 �. PMonc:(305)871-1530,Fox:(305)971-1531 4268 Westroods Drive 2 amtul;till Rec.onrixm DRAWING No sNs� EU-a00719 West Paln Beach, FL 33407 WALM AaLR J.P.E. 4 15^4$ 5 FLORIDA uc S 44167 sSEA)* NAWJRE/DATE SHEET 6 5 OF 20 ONCRFrE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK POURED (SEE SCHEDULE Ott CONCRETE- REpU1RCD 1/S'U-•20x3/t'S.S. CONCRCD REQUIRED f I ST4EF.[ 13) CONCRETE ANCHORS �UACHINE SCREWS REQUIRED _ r ? { V 5GNEOULE ON W/5/S'-2D ?" CONCRETE ANCHORS t- I7 18 R A EMONE(SEE UOUNIING ON 5NEET 1) ! NUr5 O 12'O.C. }T� ••_• �� �' i ! SHEET t3) (SEE SCHEDULE ON SHEET 13) 41�oR 1`4 / / L. ',un."; ..1/a`o-2nx3/a•ss. / ;! / i F.,(*, 4- " J / -EO EO-- MACHINE SCREWS �' EO• 2�1172", r if 1 t./2" /* -,. USING 1/4'-2D NUTS 1/--� `' i^19 ' E.U. r 1 , •.250'Mox. I / �»r_ .N .. Ig OR 15 I/ '/� ,; _1.3 OR IS '/ Y.D'✓ r f/ r" H 1 1En'- 1 t 7- •'= . .790` r r t / f l \ t t 250`Max. E(D. �> ..I `/ +, 0111'k--f Mox. / i 1.OPTION& ,, i r t �"-OPTIONAL ! I ,M.SQ•M{lTAN 1 + ifl axs t92 FIffa .. (1 UD(� y , MIN.SEPARATION TO GLASS EXISTING TStCt TF - t y ( t EYASHNG__ —•(SEC SCHEI7ULC ON SHCR 11j-"- GLASS•-i &. K8 1 MIN.SEPARATION TO GLASS ! I 1 CI ASS ,. 1}_.__.__ .L EXISTING -(SEE SCHEDULE ON SHEET 11j» !i' 1 CLASS—, (C,HV WALL HEADER INSTAL �A) HV WALL HEADER INSTALLATION I I. ` ( ION (`B) HV WALL HEADER INSTALLATION,+ KEYSTONE ---,-___-___ E%ISTIHC ._.....,.___ ..... SEPARATION N U CLASS MIN. .1DUL O I G S r, GLASS---i tr?t r, y I (SEE SCHEDULE pti SHEET F lj tD IXASS(9I t , -:f)ORAL i MIH.SEPARATION TO CLASS '+ I, O EXISTING Y1RDJlC W B4T I I... GLASS- '^1t t7R BAEC 3:AN0' ,l,i ,I i (SEE SCHEDULE ON SHEET 1I)ON DOW to M r �tES Tia�9 t+ I i "1 'i - ! t \ ii i' EXISTING-1i 1 /,sr``%i ...--OPTIONAL 1, ; ^„__I /J Max. OPTIONAL '' Iii/4'Max. _ / __ 1-•• �Gy yam' '' 1 1/ —13 OR tiJ E,11.4 /" //// , 1, •I �' F V" 109 L r IEQI.T-ED 13 OR f �--'1D2 W4) L _/-f ! + ``�.�•,-__i/4'a-20x3/4'S.S. ! /4/ I Min. /�/ r "� _EU E0- PHILLIPS TRUSS HEAP ///''• t Tf4'a-20x3/4'S.S PIDLLIPS '` --''4/ �CONCRF,rE NidtORS j / ,F 'L'I7 18 MAGINNE SCREWS USING _l /.,, ,-, CONCRETE ANCHORS .TRttSS HEAD ANpUNE SCREWS (SEE SCHEDULE ON SHEET 13 / / / 1 1/a`-20 NUTS O 12"O.C. D CC (SEE SCHEOUIE ON {y/1/q'-2p NUTS C 12'O.C. POURED CUNCRETE� ) / Min. ORURE CON041IF BLOCK SKEET 13} OR CONCRETE BLOCK -X_./___.../ (G9NCRETE ANCHORS REQUIRED WALL REOUIREU l Cl) HV WALL SILK. INSTALLATION / (SEE SCHEDULE ON r POURED CONCRETE .I SHEET 14) ,F)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WALL RECLINED (E) HV WALL SILL INSTALLATION I-SEE 4 rOR TYPICAL(=,SSHHSHUTTERER -- INSTALLATION DETAILS W I E.U. EDGE DISTANCE ASSEMBLY y 5E£LIMITATIONS OP USE FOR 2-MOUNTING SCCTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE CA)ON SHE,E r 19 M HV B LA D E IN ANY WAY 10 SUR ANY INSTNIATION. 11111HHi FLORIDA BUILDING CODE(Non Nigh Velucity Hurricane Zone JC�/�,xi��f ©2.015 EASTERN METAL SUPPLY, INC. .- : �ZGENs :' '; BERTHA HVTM /� +► Accordion Shutter System *tER =_= F=ILCU mc. A.S■S.A■ KV IXAX#t W1 OR W/O KV.WNMWeuwE American Shutter Systems Ey," DESCRIPTION DAI ORAWY m: M.L. b' SAT TEgF TILLIT TESTING �L ENGINEERING COMPANY '?O'•, •��, 6313 N:x.S6fn.54.!t<.303,VWGatR CAREENS,t1.oRDA 331 Association, Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 4268 Wcstroeds Urive Pnonn:(305)871-1530,fax;(305)571••1531 z a .00:SltmoaoLcam West Palm Beach, FL 33407 3 DRAW INGNo 'hxx sf ••••CCN . EB-0008719 1 5-'( rxY'ttrrl A{+Hjj1�```,, WALTER F TER A L I @ Jr.P.E, s SHEET P.E. SEA(1�� NATUftEjDAIE 6 6 OF 20 SEE END WALL CONN CT 0 QN-WEETS 10 18 SEE WIkS ON IOCKING ROM(D.HV LOCKS@ f AND WFRNATE HV LOCK 0 Oft SIICET S. OUT 9-7 1 N I /—CxjsUNO GLASS -INSTALLATIONS W/ -1 HV SIADC SLACK DETAIL ItYr IS VAIJD I-OR ALL :V BLADE W/ HV CENTERMATES. CENIEHMArES APPUCA'nON WITH WDE01 (2� 22) OR SEE END WALL CONNECTION EXISTING CLASS DETAILS ON SHEETS 10 & j>� 10 /L G 1/2' 2 6-6,@ 3 1/4 7'. MIIM-T(i AIJOY)ALUJI. 7^ I QP—p 2�1 N 9 5YIVMETkYC&L MIC140EZS 10 CONCRETE ANGLE W/(2) 1/4.0 TAPCON f/2* CENTERIVIATI� MIN. SEPARATION (_7 JID.J/4'S.M.S. 12 W/ HV LQCK CENTERMATES TO ASS .. 1,,j D.C.i:1L&GHT. )Y/.-14V � EE AT EACH ANam(ryp) (S SCHEDULE 35 0-4 SHELT 11) 115 ;. .._...__ ....... o 00 ... \ J ­-/(2j 5 -Tj'-- /- 1 (D C2) L-0 C2) C3) (2 \\4' ('y L -(2) HVA HVQ HVQ POURED CONCRETE OR EXISTING CLASS C. RCN,1:.1TErr BIOCK WALL \@•@ ------ --- _E SYMMETRICAL L��N] cuss TERN CEN IATES �GLASS Lis•Q (S1'E0 CHCOULE 0111IONAL ON SHEET I11) MIN SEPARATIO,4\ 0 GLASS C3 R (SEE SCHEDULE oPnONAL ON SHEET 11) (1 ===4 01 -A VARIES 0 3 \ 90, r6 U Tj CK HVD OUT \30' (EXTERIOR) HVE ll HVF** FLORIDA BUILDING CODE(Non Higli Velocity Hurricane Zone, 0%jW1117111111, ©'t415 EASTERN MET&SUPPLY,INC. P,- it o BERTHA S TM Accordion Shutter System /TIL rEC 0 A.S.S.A. KV.BI.ADE#1 W/OR W/O RV.WINDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems Im NDESCRIPTION DATE I By' ML Jr-61�Ste.Wb.MONA CARDENS,FLORMA 3316 Association. Inc. I — IMTE.—4/d/15 z H.W. OLD 11-192 4/13/15 .-,,a 4268 Westroods Drive R, Ph.n.i(305)8/1 2 DRAWING No ...q 'z West Palm Beach, FL 33407 iib SS�o WALTER A.TILUT J P.C. 15-085 I'DORIDA V.,f 44167 P.E. q.A4ATRE/DATF SHEET 6 8 OF 20 aJ POURED CONCRETE.OR I i + L` j -"POURED CONCRETEPOURED CONCRETE _pOURF.D CONCRETE j CONCRETE BLOCK WALL I/ ,: i OR CONCRETE :•i / OR CONCRETE _._,I\ % OR CONCRETE REOUIRED / BLOCK WALL REQUIRED BLOCK WALL REQUIRED f' " 'f"` BLOCK WALL REQUIRED •i �/ EXISTING GLASS / EXISTING GLASS ` ` CONCRETE ANCHUR'....1 / / - 6 16'O.C. I EXI5nNC CLASS / _ "1".._ -.7 / �/ 7,'MINy� EXISTING GLASS i j^'�2' MIN.-/- t.6N.SQ'ARAOUN(SEE / / T{.i• f / �' TO_ rj / V / � 11 !i i MSN.SEPARtAON .!f i'� SCHEDULE ON SHiT7 ,/ ,/ MRN.SEt ARAtICN ~ / i i 1 MIN.SEPARATION ED F.Of TO Ii ASS(SFE / 1 t FOR MADE�M:D y TO CIAa'S{SEE // 11 I i , ;/ ' j t, 10 GLASS 1%. rFoP BrDULEc»Ey Qr�+b (60 71 T6j CUNT. - BLADES(D Q f /� 1 Fc�zSCH9 ^� Oava % ± _ sa trrxrON SHEET 19 FOR ONrN {LOCATE AT , ON SHMT 19 FOR ALUM. CLOSER _..-~ _ 1/2• "-• ON ORM 19 FOR ..•• RAGES{D& IE(DAND GLaDS h FORSMELT ELTI IFR SIDE _` Q PLATE. {LOCATE if2' i '--' ( '� -i/ _..-..�BLADES a&Q OF ) 1_ I AT EITHER SItlE MIN.._tl \ , t '••-- 1 1 OF"a(�j iii _ _ �•USE 1"OR 2'MNK. �.._ ..__1 rfi0:4f2'S.M.S,T- _ --•.-__ 11 9100/2"S.M.S.__.: I _._....___._._ 1 --`_- -'-!• (AS APPUCA9I.E)x2'=1/0'x0'-1' - -._o.__.✓'' @ 16'O.C. j 4 ALUMINUM CUP ANGLE _ GD ,6'O.C. �..__- _ .._....._. /, (G063-i6 ALLOY) AT 6tiDHEIGHT,•- �tOxtf2'S.M.S. TO�4& Jr _ (2)1/4"�*TAPCONS ANCHORS TO { _ SEE DETAIL X FOR I // f'�• WALL.AT 1"0•C, {LOCATE AT I +"r OR Q• i �� SIDE CONNECTION V�R-wry• OTItCR 510E UFQj / 1, OR 1 sEE DETAIL x ron-� } OR 1G IRACKS / SIDE CONNECTION �,.a. 7 a®a 0.0a SEE DETAIL X TOIL u 6. 7~a6 a 10•��+ TO TRACKS /"- 6 SIVE CONNECTION I �°'®°iQ•�"'�/ t0•��• ®«O'O�(B�m @.©'o"• TO TRACKS 1 f ,0.0.0.0-©•Q« ,l ,p��ap•�Q•�« �'-Q o ©«o o ®« ©:Q�Q���:®a ���.®si�.®aO,�,.,©tea ®•®«��®«® ®a O•�a�•�«®•�«®•® �•i��}a�.®a�•�a,{�,�N 11'�"�•�"l':l•`L.l"� g�'.®a�•®a�.�a�a� �''V a�•®°"�•�'.1;.7' END CONNECTION DETAIL END CONNECTION DETAIL 20 END CONNECTION DETAIL(3 END CONNECTION DETAIL f RL:QUIRED ONLY FOR SPANS GREATER THAN 12`-G' / r POURED CD LOCK AOR L i r CONCRETE BLOCK WALL EXISTING � xlsnnc GLASS /' ' ----- 4 _ r /� �� REQUIRED 1^ GtA55 �-� / nu+.�A,vnoN f� @�[i/2'S.M."i � � t % 10 CLASS(SIX 0 16-O'C \ ��y�/\ •_•_—_-- --_ -- j i \ 10tH.SEPARATION V ll a `6 ORa0ROOR II MAD'L_d 0 CONC ETE ter/ 1/7"MIN. SCHEDULEL (SEE l r __ :.i r^:.;�•.� -. f { ON SiFE,T 19 FOR ANCHOR t5•—. �-t-1---,-_— L 1 FOR EKAD£REND +� .-• - --- Q OR t 3 OR(90R(D 1_ L ANCHOR \ BlMES�&Q 12.O.0 \ % i ON SHEET 19 FOR ' / W 16 ' 1\�EO_.�'., E4ADCS O&Q -'--- OR� �_ - i ��__ ... f OR $�OR�OR 2"GIN. , 2 MINNN 4 SEE LtMi7AnON5 OE USE FOR .!� 5'---- ""`"'- • BLADE IA QN SHEET 19 OR)3 OR(qOR�OR� VIEW - "T0 OR ® PLAN if ,� .� POURED CONCRETr:OR VOR ® �' �,�(�QaO«f0 �^• ....._-._.._�.__'©«Qa�6•�7 a® 10•®a DETAIL X CONCRETE BLOCK WALL ^^�� 10•t�«�. .�a END INSTALLATION REQUIRED 10�®•"©••Ly'-'©'vy« �, p•p•©ap•p.�a © O'©a® U �« (1] HV BLADE OR fl Al HV WINDOW BLADE INTO ®•®«�•®�O•®« � CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAILa 6(}•�t«p•Q«,(�•�SaQ� END CONNECTION DETAIL© �a� FLORIDA BUILDING CODE(Non High Velocity Hurricorle Zone 2015 EASTERN METAL SUPPLY. INC. aa�AN� ss `' �6 ,mc, BERTHA HVTM ` �r �L A.S.„�,A.S.S.A. Accordion Shutter System HV.BLADE#1 W/OR W/0 H.V.\%WN BLADE American Shutter ems S st s ( - TILLIT TESTING & ENGINEERING COMPANY Y w,ff. DESCRIPTION DATE DRAWN W. M.I. STATE OF 6355 N.'e.361h.St.,50.305,47RCM rrRDrl+S.nARax 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATL3 4/13/15 ` Phone;(305)671-1530.Fox:(305)671-7531 4268 WeS(rOOds Drive 2 c•. DRID ca c—moil:I loCot0uu6cem DRAWING NO C• Wes( PQIm Beach, FL 33407 a I A C E-0006719 •NA �•\• S` WALTER A,TIUIT 4r.P.E. 4 15-08? t ONAL '` P.E�r4�`}S{'j43b`itiA'NtiE/GATE FTAR1IA u�.p 44167 5 SHEET' 6 10 OF 20