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HomeMy WebLinkAboutProduct Approval SJOVE/6 ---£S�I� Asp, WMQ 80tRIBAInte *66T mz`zaz'soZSttt zoffc OCE-3 61M sooz 966T•3 KLSV soot 9SM-3 MLSW 3d' x 7YlWf AspMMM LioZ/[£lZi �Q 9�4�0 . 3 eueia Wr ucarmomw[211opg11 AUM WUMMSSVAIRORD AMP 3d AFI powwommudumo . . 3'd�f�l1.'1l�' PPaW►�I�i�V1O3�t3 - Zt/[dc?Preil—iiodatl - uo / A-fimgmgnS ansa ao�v M+IPSA != - -P9z6-GOZ.fT9S� pa-id aDv��3:�a_ a�?iY► a+� lYf dV -44Sv bW[ uo�sA�J A Eevoe+emrcr �nassj ff 1ol$s10 3 � i_. sl auisnp, Jw-. 8 S 0 Bo d �13�3 FILE-GGpy rt 16 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 Stall NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WINO 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 BEINSTALLED WITH A DIRECTIONALITY FACTOR Kd=0.85,USING ASCE 7-10 AND SHALT.NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 1: HV BLADES(1) 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 STRESS FOR WIND LOADS WAS 1141E USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.150 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 1609.1.7 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(1 10214.01-03.10715.01-03. 11004.01-05,#1214.01-05.#0317.02-06.10609.01-10 AND 10210.01-71 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2• HV BLADE n AND HV WINDOW BLADE 1n_A 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 0 10505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D.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 BLADE 0, AND HV WINDOW BLADE ©i ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER U14DER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS C-M. CONCRETE/BLOCK SHEET 7 3. BERTHA II.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75'AND 114x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS W SHEET B STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 kA TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV OACROSHIEID COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS Ht7 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 ks!FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 MTI 50 ks1 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. BOL75 TO BE ASTM A-307 GALVANIZED STEEL,OR ASI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksl MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE(D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 1N BLADE(D&@ WORKING IN UNISON: 12. 13& 15 INSTALLATION DETAILS S-X.WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S. PATENT#6'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED. IN WHOLE OR IN PART BY U.S.PATENT 15.458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12 & X.WOOD SHEET 18 METAL SUPPLY.INC. 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 ANCHORAGE. CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOW BLADE 6N ONLY 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. EA EACH UNIT MUST BR 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 HO LOCKS. AREA 4: HV WINDOW BLADE(1)ONLY 11.SHUTTER MANUFACTURER'S LABEL SHAU.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 SHEEr 20 PLACED FOR EVERY OPENING.LIBELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SKALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND"ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 13.(a)TIiIS 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 CONOIITONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPCNSIBIUTY. 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(EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SFWl SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL P.ED. SWILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111111 FLORIDA BUILDING CODE(Non Higii Velocity Hurricane Zone (D 7.015 EASTERN METAL SUPPLY.INC. BERTHA HVTM L10E�/V� �9; I L E C O N c. A■S■S■A■ Accordion Shutter System FIV.BLADE#1 W/OR W/O H.V. WNMW BLADE TE American Shutter Systems Ly,H DESCRIMION DATE OMWN 6Y: 14.1- j1O; -'^'cOF •;TF TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 7t-192 ./1J/15 DATE: 4/13/15 6355 H.W.361h.SI..SN.305•VIRGINIA CMDENS.110REA 331G rna�:(.1 DRAWING.Fn.:(305)871 1x31 47.68 Westroads Drive 2 DRAWING No S ' k �� a-moil:01:eeeo0ol.eom West Palm Beach. FL 33407 3 "1 s/p' CA',GX��,,�� EO-0000719 4 15-085 ' 7„n A L`I 11```` WFFLORiai Lc.1 44167J. E 6 SHEET OF 20 P.E. S//,", EAI.7S��LV1IURE/DATE: �3',FOR}ylaap li/DE� - . VANer 8_IES , 1_91 u/ 4\ o �;r �6, o o' __ 1.200• Q,j \•. �� ga5a• �` o I oI M.090 4.3711 .°,53a- 4.365_ a5k1. \Pr I (1)HV SOLID BLADE ( 5 H 3)HV UNIVERSAL FLOATER .375 1 ,r Y.90'/180* STARTER COVERED UNDER US PATENT 5458179 -/ QUALIFIED FOR USE 1Y/ QUALIFIED FOR USE W/ IIV 17LADE(1) (:)HV DIRECT MOUNT HV BLADE(1) (,41 HV WINDOW BLADE* 6005-TS ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TrMPER ,SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BIAOF(I) S7 0 ® 6063-I6 ALLOY AND TL•MPLR 6063-T6 ALLOY AND TEMPER _ ,6.226' „• 1.500'_ -- --I O6 r 70 7 _..._..J:55C._...._-. ..._.. _ p/ 67 1.000' m ..._ nl ...o .994' .G/0• 7.226• of L 0J2 ti :642 0 0 - o N I- - - '� -I, /�J�o, m 1.615• 2.092• 7 HV ADJ. ADAPTER W/LIP o 4..466• ^--- ,.375 _ ..-... ... _ 12' s-I O.o7z• _ 0_02; 1.� - - .9z0 L- 'L I-----�; I 3.226' QUALIFIED FOR USE W/ HV (8)HV WALK-OVER TRACK -- RLADE(1jQUALIFIED FOR USE W HV �9 HV TRENCH TRACK -2s 17 O (6)HV ADJ. FLOOR TRACK 6063•I6 ALLOY AND TEMPER BLADE / QUALIFIED FOR USE W/ IIV _G '1 -- QUALIFIED FOR USE W/ FIV 6063-T6 ALLOY I. TEMPER BLAOF(DONLY. �10 HV RAINGUQRD BLADE l) 0063-T6 AI.I.OY AND TEMPER QUALIFIED FOR USE W/ IIV 6063-TG ALLOY A 7D TEMPER w VARIES n 1,966• BLADE Q1, 1• 1.91 -j 1-Mui.• I VARIES 1.938• 6063-T6 ALLOY AND TEMPER Lx.083 -.083 _LX063_ ''I ,C93� .093• m °.100 ,As_ *�.060' J .670' .093" x - -1 .. cJI -� ate,\• 5� o ?y)i 670 ,1686_•...! •a /-'tlp56701 7 u�p-- ....4 .5 0_ 9.529• 670 f1J -.` 3520• 1'' HV EADE SILL 9_.-"9 a .---I (11) HV CEILING HEADER �� H /RL 1.131 HD CEILING HEADER/SILL QO�LITIED FOR USE W/ NV BLADE(1�ONLY. QUALIFIED FOR 606.5-16 ALLOY AND BF PER-)ONLY -QUAI.IFIED FOR USE W/ Hv BLADE(1) (4) HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY-. SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLAY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE C7)ONLY. 6063-T6 ALLOY AND TEMPER T,, T COMPONENT A 8 T1 72I % Y t ��.-- MV.%MN.Y MN.t i- 1• 1• O.U62• / >I 2• 2• .0,125• 2• IS•MAX. 1/8• 1/8i 3• 6' 0.090' LI B, 2• S•MAR. 0.I92• 0.192• - -._x._-•J , (1 J SIDE ANGLES e. .....---•- ---' _....._...�;-......._._.� ___.......__....-._ QUALIFIED A USE w nv ALUMINUM AN 4.9 2s r MAX. 0.,90• 0.190• +?� CORNER POSTS / 2)UALIFIED FOR USE W/ I-IV BLADE.Cjl QUALIFIED FOR�USE 'N/ HV -- BLADE i 6063-T6 ALLOY AND 1EMPER BLADE"ONLY, u 1 2 5•MAXI 0.139' 0.131• 6063-TG ALLOY AND TEMPrR 6063-16 ALLOY AND TEMPER FLORIDA BUILDING CODE(Nor, H(9r, Velocity Hurricane Zone p:TIL(�''�/, r�)2015 EASTERN MFTAL SUPPLY, INC. _ BERTHA HVTM -��= A■S.S.A■ KV.AccEE#1 W/on W oh V.WN OW RASysem IL ECOLH�. = TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems Ev.N ocscRlPnOX DATE DRAWN BY: N.L STATE OF = Association, Inc. 1 DID 11-192 1/13/75 wrE 4/1x/,5 S BJS]N.W.361h.3�,31<.JO3,Y1RfJtnA G4iDEN5,rtaRIOA 9]16 Phone (305)671-•1590.rax:(305)871-1531 t Pal l3cc h, Drive 2 DRAWING NO p'• FLOFrtOC"\'�� ,-mall:6EEI-1„al,aaaLaaln West Palm l3ccch, FL 3310/ 3 �::_::.._6719 15-085 ''///F�S••• •`\��� WALTER A.TIL Jr.P.E. f tift +ANGtMti'TI�RE/DATE FLORIDA La.B 44167 6 SHEET OF 20 4.660' 1/4'-20 -CIE CAST -__,2.293- FLAT HEAD THRF".n Fwan. 20 .745* 334' 1/4*-20- S.S.LLS. .11 PAINTED EAST (2 TYP.) D I MUST.;LHAMB. OAXED PANTED C w liq EU11'S III KNOB. 062 _75* .17 ✓ J. "EIRARS CYUMR -WASS CYLINDER &KEYS(CHROME (CHROME HATED) (�f) HV �QENTERMATE PLATTO) 14V LOCK BY EGRESS LOCK QUALIFIED FOR USE W/ 14V BLADE(j�&(1!�)ONLY HIV FLOATING CE• T 02-1, 6063-T6 ALLOY AND TEMPER OUALT(Iff FOR USE W/ NV [31,AO�(1)&( OUAL nED( OR r 1�)ONLY I USE W/ HV QUALIFIED USE W/ FIV R B ONLY. 13UD 1 Ze 6063-16 ALLOY AND I HV CORNELCEN ERMAT LAD @ ONLY. OUXLIFIED FOR USE W/ KV SLAUE(j)ONLY ..250*O.D. 6063-T R PLASTIC HEAD LOEB To 4 45' 1753- RE%Y F 079" 360'ArTER RIMING W BEFORE RNETING -0--20 x 3/4- ' R IV. 1/4 S.S. THUMBSCREW 114"0-20 RIVNUT* PIn p, Srive;9444 XUMINJM(202443 ALLOY)LARGF FLANUF�IHIH SH TV NUTSENT,PART 1 0820.AS MANUFACTURED BY AVULL FRONT ELEVATION HV MALE-"'I'" LOCK CENTERMATE ... CHERRY TEXTCON.PARSIPIPM.NEW JERSEY 071354 DR FOUAL. (j E CK _17EM ALTERNATIVE 69 127) LOCKER FOR "T" LOCK CENTERMAT QUALIFIED FOR USE W/ HV SLADE(I%,ONLY ALE 'r LOCK CENT RMATE HV 'T' LOCK HV ALTE OUALIAED FOR USE W/ HV BLADE(7 6063-T6 ALLOY AND TEMPER OUAUFI[D FOR__USE W1 14V BLADE(i)ONLY QUALIFIED FOR USE QUALIFIED FOR USE HV 6063-T6 ALLOY AND TrMPER 6063-T6 ALLOY AND TEMPER W/HV 13LADEOI ONLY. 51 ADE 01 ONLY. 0 X 11.1111.DR ql I ,DG3, 1.0 1' THUM6TURN .214' KEY CYUNDER �214 .545* 0.073'M., .125- HD CENTERM ATE W1 NO LOCKING ROD HD CENTERMATE WZ LOCKING ROD Q., '04 Gc3 Ul� QUAI)FIED I-Or? USE W/ 14V BLADE(1)& 4 0 QUALIFIED FOR USE W/ HV HLADEQ)&Q_A) 6063-TG ALLOY AND TEMPER 33) HQ CENTERMATE'S IN 6063-TG ALLOY AND TEMPER V-"i 2, IN. QUALIFIED FOR USE V� HV F31ADE(I,&(Al? 2S RT 4 1- 1,., 6063-1 t , -20 SO on 318-0-ta 6 ALLOY ._— ACETA. THUM�kkfws. (SCE OrTA%S) THUMBIURN CYIJ�VR Q4 *..n go OR KEY CYLINDiR .57 Ll �_ LOCKING RODA I�fi MO., LOCK QUALIFIED FOR USE W/ HV BLADE(; (R HD 6063-16 ALLOY AND TEMPER CQ,'l HV KETAL HV /4" 0-20 AN 304 DY REGENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOCK. ,n� 6�5,'INSTALLAIIUN WILL REQUIRE A 7/16- HOLE THUMBSCREWS 'SERIES S.S. THUMBSCREWS QUALintit) FOR USE W/ HV BLADE(t)& DRILLED AT TRACKS FOR PROPER EMEVEDIMENT QUA)FIED BLADE QUALIFIED FOR USE W/ HV BLADE;j; FLORIDA BUILDING C0j)E(Won High Velocity Hurricane Zone,' Q 2015 CISTERN METAL SUPPLY.INC. Accordion Shutter System BERTHA HVIM -7 t 11LIEN A.S.S.A. KV. BLACE#1 W/OR W/O H.V.WNDOW RADE American Shutter SystemsREY.TV DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY a.,_.- IDESCRIPMON St.VAa.305,V�Rvf�A WIDENS,rf.(�NA 33t&( Association, Inc. I OLD 11-192 4/13/15 LfAflC: 4/13/15 Phone (305)871-1530.rax:(305)071-.1531 4268 Westroods Drive —2 ­.ih DRAWING No Ea-COUB West Polin Beach, FL 33407 ArrrEr 11 ­­—­--- 15-085 If fill' WALTER A.TILLY Jr.J,F.E. FLORIDA L­#44167 5 — SHEET P.E. SEAL/SIGNATURE/DATL 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR LJ_ HV HV '2 MIN.CLEARA1tCE 41 I 4D 3 TO DLADEI TCP , .062' D HV BLADE 1 t f / ® I' I WINDOW BLADE 7 .Ub2� 0675 .06.5 I ! Cf.l Y r 1 rnf __ .. C% A i C FN ` ' I� HV BLADE to tI.''• I t i r• " 3® HV LONG RECESSED NYLON BUSHING ,4 --Xtz� III n KNUCKLE �\ ..r D OPENIN ' .0625-,:1875 Y 8..� 0.0075' / 39 HV SHORT RECL•SSED NYLON BUSHING . \••'_.::'/ __.L :� iTAI•F'UftnUNi j R1.750� 4 HV NYLON HAT WASHER t OR ® v o aF Buge- CxICR !/ / I � 4's 40 a / 41 HV WHEEL CARRIAGE AISI 302-303 SERIES - P� 'y n % �;�o7.67so' X 0.870"x3/16" THICK NYLON WHEEL. C% I I -I•I �' ! - M I-'E7T ('t N 2 7/D'MIN. !0-1411 HY WINUUW .. . TSEPARATLcAFION0.188"0 AISI 302 SERIES S.S. RIVETS 1 11v 1 s/4" Accor,DloN PIN w/ y oErvr131ApE71l7s HEAD EXTERIOR OPI:NINGG� I .47' ON G'NTERS y: @g I IV 7 :1/4" ACCORDION PIN W/ #8 HEAD * I 11 I 41 :.4!? _.�, / r. �' I- EJwd ss,°F rv'".oY .. ..........— ......_.......... . . P i ® POLYCANBONATE IMPACT RESISTANT HV WINDOW i >—�, ,r•� 'i "� i l D TAPS TYPICAL HV WINDOW BLADE It�A AND POLYCARBONATE HV WINDOW DETAIL OR (9 ';/ ® or 43 n� L_! EE NOTE FOR ((SI ? I REOUIREMENTS) DOR ® i �\ POLYCAIi9QNAIJrIMPACT RESISTANT HV WWD(�lV1I BAYER MAKHOLON 3103 POLYCARBONATE RESINS, UV--STABILIZED GRADE OR SABIC * '• 0I' ,...�_�..._J,r..... .. ._I. _1Z0 I1lMELBd AEAL ciL INNOVATIVE PLASTIC I EXAI•I 103 RESIN BY PIN BEOUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR ! c i I E!1�'Tl (SEE NOTE "F_ON SHEET 19). t r DOR ® I I : � (1) I-IV PIN (4) SHALL ALWAYS BE USED AI ALL EXTERIOR BOTTOM KPI1ICI<LCS OF fiV ACCORDION SYSTEM W/ HV Q OR 3 POLYCARBONATE SOURCES FOR 44 HV (9 BLADE. TYPICAL SHUTTER ASSEMBLY F i; EXTERIOR ,STANWD RESULT TrMei PaovrnuEs s•1NmAvo HV PIN 12 OR 4 AT 'I! (2) I-IV PIN ® MAY BE USED IN LIEU OF Q AND ONLY AT # ExT�IOR I. BLADE'S KNUCKLE, EXIL1D RIOR DOr1UM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D � (SEE NOTE s FOR {I SPCC01C whir ASN D192 Doo Ibt" 0.043 tb/n' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHFET 7. j {F r^ 4646" .048vr ., Y REQUIREMENTS) 9.4m 9�+.• 9,sWTYP. � ! I I: Flf]tOaAL STAENGnI R TRID ASRI 0790 12,000 P.+•L IS.AW P.d. (3) ITV PIN O? OR ©3 W/ 1/2" O.D. 1/16" 'fIiICK S.S. WASIitR ' j l !' MODULUSASN D790 3AD.xa v.e.i. 315,000 v.:1. SHALL BE USED FOR DIRECT MOUNT INSTA(LATION PER DETAIL.. X. `8�p --. li ..i%' NDrw[0 1700 As•N Dar. 16 rr-m/a. q n-ml, S H F.El 0 'I! I 1mr awn•^. "o�...••T••+r•q SAICKE 0VtSIIY Avu D2813 A7.2 L OA.S x W9x WHEEL CARRIAGE DETAIL ASSEMBLY LAYOUT PATE or BURNMO rsN Dss o-1 Cuss C-1 CLAS: N.1.5. N.1.S. S7Ir ICNRION ASN 01929 ioQ,r 0W•r SttAR�BCt• As1v G5 TENSItr SNENCnI ArrM MCARIER- ASN 11E9702 p,i- 6640 pxi• Q) HIV BLADE SOLID & 1"A HV WINDOW BLADE DETAILS TENSILE STRESS BEFORE MCARR1nNO ASN M 8461°'1. ""D"'L N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' `4471 V/!/// (1)2015 EASTERN AIL:TAL SUPPLY.INC. �RA ...Z/)"" BERTHA HVTM A S Accordion Shutter System -fir. =� 1 L E C O )N c. KV.BLADE#1 W/OR W/0 H.V.YANDOW BLADE American Shutter Systems TILLIT TESTING k ENGINEERING COMPANY Y [v N o[scalanoN oAt[ DRAWN or: M.L. i*' ab3 N.M.3616.St.,Ste.70.5.WiG(NU CARDCNS.rLCMDA 3316 Association, Inc. + OLD 11-192 4/t3/IS DAT[: 4/13/15 TATE OF Ph—:(,105)871-1530.Fm:(305)671-1571 4268 Weslroods Drive 2 DRAWING No e•.011:tilt-0001.o0. West Palm Bloch, FL. 33407 3 wKli:�0006719, P.E. 15-085 a rLORICA LTILLrr TO.F 44161 s SKEET 11P.E."'�Q-31(kf6RE/DATE 6 4 OF 20 ���•ail •��m ��a�s><•a ymJm jSl• �'_� 2 •" "'� '�� *NOTES ON HV LOCKS AND CENTERMATES: A B C C !.`••�, / Y N 5 T U I h�^l3�m�13�• 9) 1 �J. I ()g.Il�+m((g�•y5)mh� 1. MANDATORY CONDTTDN/t: ONE HV LOCK q'�or�0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BET4W ]] 2 OF SHUTTER SPAN FOR SPANS UP TO 105".AND FOR INSTALLATIONS AT ANY t ELEVATION. HV LOCK(2y'or 2 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK•ATTACHED TO It)OR ft V CENTERMATES W/(2) 1/4"040 x 1/2"LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ' 4�0M IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES. UP TO TWO W_• 1)v1,. Dti LOCKS 12� 5 OR 2.§ MAY BE USED A5 AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES OR Q2 SHALL BE AS INDICATED ON NOTE (1)ABOVE ry liC7y LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ona-HVII / 3. OPTIONAL CONDITION 49 (VALID ONLY WHEN MANDATORY CONDITION Al OR LIM= MIWOATORY CONDRION H -H �/ IS SU m W/TWO H.Y. LOCKS): LOCKING RODS L7* ARE NOT REQUIRED AT HURRICANE POSITION. BUT MAY .° �a4�o1e(ZSnH m10)uR i4� �h.4'°" � BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS x`35 OR AN ALTERNATIVE DEVICE Y / - MAY ALSO BE USED AT STACKING POSRION (NON HURRICANE POSITION). 4. IF V J S FOR ANY SPAN ANDINSTALLATIOLNS AT OAN ELEVATION. HV LO K(2L Fr Q�SHA�.S SHALL BLL BEUSED ASD AT AN OUTSIDENER ORENSIDE LOCK, o c ATTACHED TO 21 CORNER CENTERMATE W/(2) 1/40-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING 8005 I,)� I ; AT TOP do BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.V Hoc-Hjvc__ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEUULES SHOWN ON SHEET 12. 3 S:d S. FIRST ALMMMATE TO MANDATORY CONDITION 01 VAUD ONLY FOR W 1 OCK- FMCAL - - 65� OR Q2: ONE ALTERNATE W LOCK Qtj MAY BE USED IN LIEU OF HV LOCK Q4 or L5 FOR ANY SPAN AND - .���_II�I _ Ea3-�G2 Y£ INSTALLATIONS AT ANY ELEVATION.ALTERNATE LOCK QB MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �R q.'3� ;-f r�?_ OF 1/4'0-20x3/4" S.S.THUMBSCREW TO�2,t�OR Qf CENTERMATES SHALL BE MADE W/ 1/4'0-20x3/4"ALUM. N O-N �'"' T NO�D-NVO A RIVNUT AS SHOWN ON SECTION HVE, SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR 71Y0 '" �5urxT �/ I e •s LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDTr0N f3 FOR KEYSTONE MOUNTING INSrALATONS• ONE FN LOCK�S or Q$`or(LO SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 0 or g8 or 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO dl or 2Z SYMMETRICAL CENTERMATES W/(2) 1/M1"-20 It 1/2"LONG FLAT HEAD S.S. SEE ( _ M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 6i W/0-9CONNECTION 1 •1 •5.� OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETNLS ON D r 1t SHEETS 10 @ . FULL IL . *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. _ OF CORNER -ecr ,TERh,TE TO MANDATORY COh^MON/1 VALID ONLY FOR FiV IT,LOCK 30 AND CEMIILMATES Q8AND CENrERMATE a, ONE ALTERNATE HV Y LOCK 60 MAY BE INSTALLED IN LIEU OF FIV LOCKS g41 OR¢S FOR ANY SPAN AND j�ja+ `onAb�• 7 AR(81aA10'•(13i� INSTALLATION AT ANY ELEVATION. ALTERNATE LOCK 30.MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK(Sa INCLUDES USING REINFORCING LOCKE ,AS SHOWN ON SECTION HVG, SHEET 9,WHICH MUST BE h� D R I i'1STe fl 7)•(1��(1�1•RvS a --•----•, CONNECTED CENTERMATES Q8 AND @ W/ 1/4'0-20 x 1 1/2" LONG S.S.THREADED BOLT W/7/8'0 x 3/32' 1 \ WINGNUT OR W/ 1/4"0-20x1' S.S.M.S. INTO A 1/4'Ox 5/8' RNNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12' (,J.L7J.t31°��6�+(7)•Lj 8;m MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS CV,TOP AND BOTOM IS MANDATORY. 751•l)�L +61.0 3;•7s,•n��_s�'�t�31a�9:•75}o4({j'6A� *NOTES ON HD LOCKS & CENTERMATES: 1. RD 1 COCK(L1,W/ HD C NTERI7ATE5131 OR(32 W/TLS : ONE ALTERNATE HD LOCK(3_¢MAYOE USED IN UEU OF TYPICAL (1) HV BLADE SHUTTER ELEVATION HV LOCKS(2 f OR I2S FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK S4)MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK t�4)TO OS IS W/3 #8 x 3/8' F.H.S.S.M.S..AND INCLUDES REINFORCEMENT INSERT qj)AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12"LWQMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS @)IS COMPLETELY OPTIONAL FLORIDA BUILDING CODE(Non High Veiocity Hurricane one C•'J 2015 EASTERN MEIAL SUPPLY, INC. BERTHA HVTM `\CENAccordion Shutter System A■S■S■A■ H.V. RDE#1 W/OR W/O KV. HIPAON RADE American Shutter Systems LV.k DESCRIPnOH DATE UHAWN eY: M.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATIF: 4/13/15 STATE OF :Q;� 637S N.W.JOIn.51.,Sia JOS.Y3tORiU GARDa15,FLD.4�3316 '�'• 4268 Westroads Drive z Ph— (705)871-1530.Fax:(705)971-ISJi DRAWING No RI C1 t-,Null:tilt—ft.l.ccm West Palm Beach, FL. 33407 3 15-085 EN ` ALTS Ga Oat4A1P. A SHEET WALTER A TILLR J..P.E. P.E. SEAt��i�'Hk "RE/DATE• 6 5 OF 20 POURED CONCRETE AlICHORS (SEE SCHFOULC ON sitccr 13) CONCRETE U..srplw' RF1 EYISTING -�D TO GLASS -T EDCE IT Fort MAX TRO (SM SC.TDMC ON, V EET SHELI if) SLAB CF To GG I M 9, 19 FOR �M"0` 1, 10/' BLE . MACc;0)&q') APPUCA EXISTING GLASS- ON sxEEr 11) 190 AALTERNATC , I- J, LOCATION "#10-3/4'HEX WASHER HEAD IMEK SCREWS 0 12*O. 3 ME OF L '—CONCRETE ANCHORS LAa Ir (SVE SCHEDULE ON SHEET 13) APPLICABLE EXISTING T/ __FVCE OF CLASS LOW:OF__!�� Z// SLAB I I MAW OF APPLICABLE APPLICABLE StAR If 1, "..4 A�PLICAULE POUREDJ FLAT READ CONCRETE ANCHORS SLAB IF TOM 110URED _-E.U.+-- -I CONCRETE CONCRETE -E SCHEDULE ON SHEET 14) 11 FOR FVOC= P0URCD--' (S. FLAT HEAD CONCRETE ANCHORS LN QT 1/01? 0_�*CONCREIF REOLUREO REQUIRED REOUIRED �_E' IT..— .-j (SEE SCHEDULE ON SHEET 14) (1j),TRENCH INSTALLATION VALID ONLY FOR UP TO+70, -75 PSF A.S.D. HV FLOOR INSTALLATION t J)BY WALK—OVER INSTALLATION DESIGN PRESSURE RATING & FOR SPANS PER Q) HV CEILING INSTALLATION SCHEDULE #3, SHEET 11 EXISTING Z/4-UN.CUDIDUCK 0 6- CONCRETE ANCHORS CLAZ" To�5 wmar---, (SEE SCHEDULE:ow .- —(�. so tacAFs.. 1/4-0 TIN W"'"CON SHEET 15) EXISTING to 1.) IXISIIN�-j! EXIM 'luWANCED 1111VI)CORM GLASS CLASS . �G -r TEOMLOV OR t/4-0 TQ%VRS WOME "a 11) FAS00IS MPER.ROJORS W1 ;(SCC S�ON Vy It) OZ.FM UP To 61-0*SPAN -IT 4'O-C,FOR WAWS LARGER TIM 4- 6'-O'UP 10 b•-O•WX APPLY CDSVILAN ASTENER IfAD I AT CVVRy F (SEC NOIE It(IN SICU IIT 1100/4'HEX 1. . 1 1/2' 3/8' 3 on 05 I;M tiMATIM -I �1/1. WASHER HEAD MAX f 1M/AX. EOM.SVD'L'VMff­---" 4;4�4 3 I-TEK�CREVISS #14x:5/4' HEX MCAD ✓ 08 YN' 0 91'Q.C. J_ SCRIE Tr 7 1 01; SS US CONCRETE ANCHORS -114.3/4'S.O.S.SDs UR 1/4'0-20 S.S. M.S. (fj I (SVE SCHEDULE ON a 9 0.C /L r t MUG 1/4*0-20 NUTS W/NUT t)It,o.c. SHEET 11) % 17,O.C. txSI C No"SETTVCMM R T.xTz-------- 17 m@ (Da '71:.. C'n. /2 (17 b WALL Mw IDECORATK EDGE r SI IFU.) 174.3/4-rH.S.D.S.SDS 1 7 7/8�- P -0 9'D.C. MIN. - POLMED CONC?ZTE ED CONCRETE ANCHORS SEE NOTE 13(b) __WCVRED P UREI)CONCRETE. (STY scitrDuu:ON ON SHEET I SEE NOTE 13(b) RED OR CONCRETE BLOCK SHEET 14) POURED CONCRETE— ON SHEET I RFOUIRED OR CONCRETE BLOCK OPTIONAL Pourp (1�, HV WALL FLOOR KWUIR MAXIM A.SO.DESIGN PV�M:+54.-72 pzf C 19)KEYSTONE MOUNnNO INSTALLATION CONCRETE"/ JNST.&LATION HY LILL WALK—OVER INSTALLATION, MAXWUMM SHUTTER SPRI e.-.G. "D REOUW CJ'l HV AINGUARD INSTALLATION t RM NnIC R COmq,uATipN OF t IHIS INSTALLATION SHALL HE _E0 ICE REMOVABLE VITIEN PERFORMED I- SEE SHEET 4 FOR TYPICAL SHUT TER ON SHEET 13) ADJACENr TO AN OPERABI,E EXIT 4 SEE IJULTAHONS OF USE FOR ASSEMBLY OR ENTRANCE BLADE(1!�)ON SHEET 19 2-MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS WZ I HV BLADE IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Nan High Velocity Hurricane Zone' P'..1.)4Z 02015 EASTERN METAL SUPPLY. INC. yaQ EN' BERTHA HVim A. .S.A. Accordion Shutter System IL ECOimc. S FLV. RAM#1 W/CR W10 KV.WNww a.ADE Z TILLIT TESTING ENGINEERING COMPANYAmerican Shutter Systems MY.N, DESCRIPTION DATE TATE OFAssociation, Inc. -192 itti7—6y'Ai/L. M.vwWNwl Gvtoots.nm!DA o3t6t 1 OLD I I C=N.W.3" Phone:(305)871-1530.Fa.:(305)871-1531 4268 Westroods Drive 2 ING -10.tift".0001— West PoIfn Beach, FL 33407 3 DRAW No EH-0006719 15 WALTEEI A.ALUT J.P.F. 4 —085 FLORIDA Lln #4'4167 5 P.E. URE/DAIS SHEFr 7 OF 20 5 SEE END WALL CON C I 8 SEE 1401's ON LOCKING RODS D,IN LOCKS 20 or 2® FO 70T IN 1 INSTALLATIONS W/ (1) HV AND ALIERRATE HV LOCK 0O SLIEET 5. �EXI511NG C1A55 -� **BLADE SLACK RETAIL.INF IS VAUD rOR/,L BLADE W HV CENTERMATES CE.NIERMArES APPLICATION WITH DLADE01 `Q°t®w© �°N®° 10 •03°" OR (24 SFE END WALL CONNECTION EXISTING CUSS DETAILS ON SHEETS-19--& 16 212'.1/a•z0'-2' 8O•®,n Q9«Q3 on 19•�5 I _ 6 1/�� 7" --- (0063-T6 N.1OY)ALUTA• OPPOSING, I $YMMETRYCAL ANGLE W/(2) 1/4.0 TAPCON t/2- OR©«® ANCIIORS 10 CONCRLTE I - l CENTERMATES ! CENTERMATEE—S, Mitt. SEPARATION (TOP/El IIOM)h g10xJ/4•S.M.S.O 12- I TO CLASS (4)BtOd/•C:i.M.S. Ib lUdf:l /�•' O.C.rul l_LENGHT. Wf HV LOCK f24 Of rJ I W/, HV LOCK f2.4� Or (SEE SCHEDULE AT EACH ANGLE..(TYP)I I /1 I 1 * ON SHELT 11) 5 !@ �, 35* N ! 3 I \; I 5* 61 1/2 1/2' \C2) C -- ® Q' *) ... LoliT] HVC to• 15��'�° t©•)Q� HVA HVB ��®oR© �°®°"10•�°" POURED CONCRETE OR ©'O'��©'O r®- —� T 10•Q5°"©' 1301 1©•1©va rEX1571N0 CLASS CONCRETE RI OCK WALL �OUIT F)(ISTINcSYMMETRICAL * ••-IN ...0«�'© 7Q'18 LAIN. SEPARATION I�bLAss 8 •SRRls• >3RNts•©s \EXISIIN- 1I/ CENTERMATES I O.��Q.®�®r�j _ TO GLASS 5 / L- _�-_-._.--.__-_: CLASS ` `* (SEE SCHEDULE al o W ! (INTERNAL - -_ j !---;. mI _/,.HV LOCK 6 I 8 8 9• oN 19' S ON SHEET 11) MIN.SEPARATION\* (INTERIOR) O © O © ®`® t TO GLASS I N ON (SEE.' SCHEUULE _.-._-.- ._. . _._.— ___T_ ON SHEET ti) ` (INTERIOR) % _—_—_— .. I _... j _ OUT I - - cONCRLL /� �_._.J -- - � O•� /--��3�- �-yA�lIl-'S i i i __ I ANCHORS 01 --\ 16'O.C. !-1 vAIEs 03� \ 0"\- * -JI a) OUT Ir2"MAX. SACK oUT HVE --Ii HVF** HVD FLORIDA BUILDING CODE(Non Hig)1 Velocity Hurricane Zorle `L11111111111111111oil/AC)2015 EASTERN V.0AL SUPPLY. INC. ���a;rr<</l✓,,, BERTHA HVTM ENS S A Accordion Shutter System �µ�y _ l L ECO .N c. Itv. RODE#1 W/OR W/o RV.WWW BLADE American Shutter Systems EY.H DESORPTION OAIE pRAYRI RY: M.L. * (�yrf •*- TILLIT TESTING x ENGINEERING COMPANY Association, Inc. T OLD 71-192 4/13/15 DATE' 4/13/15 8315 N.N.36N.SI.,St..305,M114INA W0015.RORRIA 3316 o'• STATE OF '.� phone:(305)6'!7-1510.Faz:(!05)971-1531 4268 Wes(roods Drive 2 DRAINING No 0'•, eCORIOP k o-mou:liitcco0val.rmn West Palm Beach, FL 33407 s v��.`� WALTER A Ti-0Lur00871j'.P.E. 15-085 P.F..//S7�L%p,Ai AU;DATE ROROA LIc.8 44167 6 SHEET O:F:2:0::] ALTERNATE INSTALLATION W HV "T" LOCK PO. HV MALE FEMALE "T" LOCKS CENTERMATES 89) & LOCKERS W1 M HV BLADE * SEE END CONNEanoN DETAILS ON SHEETS�1T0'L 18 INSTALLATION n HV BLADE -OUT IN i/ SIC�� MADE 10 SUCK DEIAIL wr•,wurJ.Tto aN s:EEr 9, W/ HD CENTERMATES i4`�, AS WELL AS IINM:RSAL nAANNG ENADErj)DETAJL HCU-IMI. INOICATED ON TINS SHEET,MAY OC USED VnN 1115 AIMNA SEC END WALL CONNECTION---i 1 tQ•�d©•�©•©a ITIS-I/11AT10Y ULiAL INf.SI TOWN IN 7HtG BEET. OETAIIS ON SHEETS 10 8 18 7•.7•.1/A-.o`..x ...g5* * 35 (LOG]-16 4LM)ALUM. � .0%./(71 1/4,,1utiw1 aM' I© ® (OPIIONA) fi61 (0'TION 'I t f'(?'0 C(NCTIRC 1 •• .._ —_ p0.Qi0DOM)h I I_.. __4 444 ._.__--- -__. .. (Ql10.1/3•s.Yi fO TUDEI /I104/4•sus.0 IT (4)H.V. IN �4'N.V. .` _ MN.4YNUDDII 1 / O.C.IUIL LtNCHT. AT ITCH A!IGC.DIP) I „ N .4444. I S ro MAS. •' •30 HV T" .._.__ vlNs Irm.j �._......�`\ - 13/4• (iT'I'•)` s I/' . (six scT¢au 5 >; LOCK (INSIDE) ° ' ') I . =-------4444_ .\ --• -- ----..............------ \"� --- —4444.--•----- --..._�- - _ —- 4444 - _44_44 ---3�- ® 31 oR 32 J I f 3* 31 oa 32 31 oa 32 36* 31 Da 2 2 _.1/4" 0-20 x 1 1/2" S.S.M.S. � 35 (oHll:ewl HDC-HVC *s[[110E 6 fOR)N LOCK®. © W/ 7/8"0 x 3/32" WINGNUT. (OPTIONAL)HDB-HVB OUT T"LOCH,ON SNEET 5. * SYMM,ETRICAL HD,-CENTERMATES ©0 HV "T' LOCK (OUTSIDE)-/ 26 SYMMETRICAL HD CENTERMATES W/ (3i LOCK (INTERIOR HVG* WV—* LOCK (E 1981 I suIIES 9444 AUDI hUM (2074-I3 NLOY)LARGE nNIGE THIN ®a©•O]w® 10•®O1 SHTET NUTSERi.PMT 10070. C,0) 1S MANUFACiIIRi.N H/MVEL CII07Y TE%IORN.PARL1,7CNr.NEW JERSEY '/ 07054 of, EQUAL. .__..—_ 44_44.._.__.-0•®a�•®a®•®a _ 444.4.. - .—_ 'V•®w©9•®o+i®.�at©•® � " *`h NOTES M IOCIN.0 60W30 h Hoe LOCK'VN±tIER 5 _O �• \ CO /—O_.••I, **wAiRSLL MANIC OUDE()nnm HDo- ,o r+ \/ vND IOD ALL CEMiI4 MS A14UC.CKNS VnI MADE() HDD-HYD** FLOATING STACK 11, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A:T/CC/ �/ O 2015 EASTERN METAL SUPPLY. INC. BERTHA HVTM S S A Accordion Shutter System Q bej- eFTILFEC O 1 N C. A. . . 1 FLY.BLADE#1 W/CR W/O H.V.WIMM BLADE y(TAT?O'f American Shutter Systems ry•N DEsCRu,nort DATE DRAWN BT: M.L. TILLIT TESTING & ENGINEERING COMPANYAssociation, Inc. I OLD t 1-192 4/1s/1s DATE 9/13/15 GG 63]5 N.W.361N.SL.Stc 305.YIIICINT4 WIDENS.ROnM J31G r 4268 Westroads Drive 2 Phone :(305)571-T53o.ro,:(3os)57t-1531 DRAWING No VI UlDt�6719I.0cin West Palm Beach, FL 33407 s 5-0185 I�ONQ1. I1LI��4 SYATIR A PLUI Jr.P.E. 5 SHEET RORDA Ue.j 44167 P.E. SE"t'f�It NATURE/DATL•" 6 9 OF 20 POURED CONCRETE OR / 1 -� POURED CONCRETE A POU8E0 CONCRETE POURED CONCRETE ---- CONCRETE BLOCK WALL V /'� OR CONCRETE : 1 OR CONCRETE OR CONCRETE REQUIRED f / BLOCK WALL REQUIRED ,r BLOCK WALL REOUINEU --"-' -` '%`" BLOCK WALL REQUIRED / % / EXISTING CLASS ( ' % ( ! EXISTING GLASS � f CONCRETE 6*O.C..._ r/` E%ISRNG GLASS .`l j f �• -'" ") /� / % : 7."MIN/ EXISTING GLASS 0 16'O.C. / SEE /// !• /r /� 1...r__2•M`N l MN.SEPARATION / J-_. j" Tti/ _1+ •,` �1- I MIN,SFPMAl10N // !/ SCHEDULE ON70 GASS 9GT,r / MR.SVIARADCN // i i /i j(^ 1 EO' F.Q// TO t (SFE / / �'` 71 rOR E4JVJE i!J3) / ID GV-'S(SEE •`/ I 1 I AEN.SEPARATION O / v / TO GLASS SEE SCHEDULE ON SHEET 1/16'x3'MAX. ON SHEET 14 FOR fr /r J SCHEME at 9ELT i f / / It FOR 6lADEQNo (6063-16)CONI. ''-., BLADES(D 0 it FChT tAN1EOAND I �i / _ �j�j rp�R tSME ONS (LOCATE AT ON SHEET 14 FOR ALUM.CLOSER / 1/ ON SHEET 17 rOR 1/2• _...... CITFIrR SIDE t � BAXS(D&® PLATE, (LOCATE GLADESdtr� r I PqR OF �} AT EITHER SIDE MINI.-� MI ( 1 '..-. , fjO N. ..._._..._....... OF ,/1 $ I _ USE t7. 'OR 'MAX. (}10x1/2"S.M.S.-_f ( _—_ f/fOzt/7'S.M.S, _.% 616"O.C. / .`....—"�." Y r ALUMNUMCCLIP)NJGLEozo'-2' � ------ 0 - 16.O.C. � 1 -- �5t' f (6063-TG ALLOY)AT LIIDHEIGHT,.+" _ \ f� - (1)#10-1/2'S.M,S,10�& 4' (r (2)1/4'0 TAACONS ANCHORS TO '- i %/ .-..�•. SEE DE1NL %FUR J WALL AT 1'D.C.{LOCATE AT / 1 I@* OR SIDE CONNECTION I OR+I(� EITHER SIDE OF 4Q) t OR t C))OR Q SEE OETAIL X rOR (DOR �• TQ tRACKS / _ SIDE CONNECTION 8w® ,Qadm p,©a SFT. DETAIL Y, f0R.1 Q. ~- 6 � m®'o'©'®� •+©+�µ TO TRACKS I'-1Ua�,.4'. 'p;$"f0,®°` t0• SIDE CONNECTION "' 010 @-@ f0.®°" v.� ,,ff�� �`"Q'��•®°e TO TRACKS 1 •4� © O.p•©„O•C7•�d © p•pgp p �� ®•®�RJ'V✓41OB•©i01 I�•�nl©.®aO•®n O•,fla s, ®'O'�•�aO,�a o•�w�.��®.tea©•� ®•���•�a©•a�a©.® Y:J o ��c�•a�aa•� o.�a�.�a�.®�©.� END CONNECTION DETAIL�1 END CONNECTION DETAlL�2 END CONNECTION DETAIL 03 END CONNECTION DETAIL k REQUIRED ONLY FOR SPANS GREATER THAN 12'-0" r POURED CONCRETE OR / E%ISTING GLASS / f J CONCRETE BLOCK WALL EXISTING G /f. j� REQUIRED / GLASS M.N.SMWON f % 5 TO EMS(SIX i 49 16-O:C. �. MIN.SEPAFVTION Y r f:.•;. '' k`'------- �'----- ii FOR MADEOAND CONCRETE f �� I P"MIN. 10 4TASY(SEE I _ _ � ..-. .._._ OR(g)OR(I)OR _ _ ---_-. ,• Orf 91FTT 14 FOR ANCHOR O j I I FO ttE ON 9cAN t ------------ I i _ _ •/ FpAOES tOh Q 12.O.C/ ` �•`i 10N 9iEEf 1s FDE OGF U ��' ._ - -- OR�OR�OR� CONCRETE ' ANCHOReD 16' QR� J` U.C. MIN.__..._... / /)a i MIN. - ... ..._. 4 FO / 2" IN. % I / �.^'�2•MIN. ♦ SEE LIMITATIONSOF USE FOR , BLAf,E to ON ONSHEET HEET 14 t�OR 1�OR�4R�OR� VIEW 5OOR ®' PLAN •� 6 OR Q pa�M©.pa BOW 10•�� DETAIL X POURED CONCRETE OR 6 7 a B n50• """— �•��© �Q•�a CONCRETE DLOCY.WALL � 1 END INSTALLATION REQUIRED iD•�` "`` 1 HV BLADE 0R ti A HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. -END CONNECTION DETAIL 5U CO Q�aQ ®��'O^4� END CONNECTION DETAIL(g) �a�� fLORIQA BUILDING CODE(Hon High Velocity Hurricane Zone Q 2015 EASTERN METAL SUPPLY, INC. EN %� �o ,,,,- �+ BERTHA HVTN,1A■S.S.A■ Accordion WiOR Shutter System KV.eI.AnE�1 w/OR w/o H.V.vnwav BLADE TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.N DESCRIPTION osrz DRAWN HY: M.1. STATE VF @355 N.W.361n,St..Siz.30.5.%=M3 GMENS,r 01TVA 33161 Association, Inc. 1 OLQ 17192 4/13IIS DATE' 4/13/15 ' PNonE:(305)671-1530.ro■:(sos)671-1531 4268 Westroods Drive x •�1�``0` a-ma:un<cc/Avui.cwm West Poim peach. FL 33407 3 DRAWING NpOC S;/......... ```� EB-0006714 ��-085 ONAL U,, N'PLT6R A nUfT Jr.P.C. 4 P.E. f�`t�fi}( '1VA(URE/bAT[ FLaRIDA U�.#44167 5 SHEET 6 1 10 OF 20