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b i.:..(".r-"i__.-��a��.rte-ter.... _.:-« a _.-'c5...." .::�-`---vr'+"'.--..-.�,..+i�"-G-� (%� �!c r 9C.- -fNJ�6�'.t tA•Try'�'r"��p r . SCIS Home Log In User Registration Hot Topfcs Submit'Surcharge Stats&Facts i Pubifcatloos Contact Us BCIS Site Map Links Search :. Product Approval d-b' USER:Public User r +•• 12AdyrUlm(BVQI ROM >A13U4CuU9lLUSI>Application Detail FFL FL389-R9 ug RECEIVED Application Type Revision Code Version 2017 Application Status Approved APR ® 9 20 19 Comments ST. Lucie_Cpljnt y, Permitting Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley IrodriguezCnleasternmetal,com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report:from a Florida Registered Architect or a Licensed Florida Professional Engineer d" Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr, ? l Validation Checklist-Hardcopy Received Certificate of Independence ARAD <Ildt'ARAWIN6 1. _1d . tII1 �1Nf��p NUNMWE Li i f.L�II�I4�f`@LAh3�EElI��1N_3H11�t�R".BY��1���'���••�fN� 6Ciiu�JINF NNW L3BCi i E fIELf1f�ALf3INLJE0FN9ENCi*t i1 Ltl P�R1lps�11T!<t��tN@pP�f1�3�N�f3:l?t)P Referenced Standard and Year(of-`Standard) ;Standard Year ' ASTM E-1888 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from'the Code product Approval Method Method 1 Option D Date Submitted "09/18/2017 Date Validated -10/18/2017 Date Pending FBC Approval .10/19/2017 Date Approved '12/12/2017 Summary of Products _ FL# Model,Number or Name Description 389.1- Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3'-(Non-HVHZ)-Drwg 17-108 and,bottom)for storm protection Limits of Use Installation Instructions Approved for use imHVHZ:No. B�=_hd ft Atli tllr'AN Mi( f� il"Pi 131— WINCOU i _ Approved for use outside HVHZ:Yes ,108—B�-gTNA t)_V AeCaRbim-w 1frFR 41tBTEM,p Impact Resistant:,Yes Verified By:American Test Lab•oF South Florida Inc. Design Pressure:N/A Created by Independent Third Party:Yes Other:Large Missile Levet"D".:Max spanis:12'-3"for 40 psf Evaluation Reports . positive ASD.laad and 13'-0'for 35 psf negative ASD load the f7io A€ Ahlalil �1�1 Si1llLkii 1ST CA1h21(si HV3 blade-w/o window blade,5'-2"for 110"psf ASC load for 108 lqLQDU )iALl ATION_RFp.DR3 i0i' HV3 blade w/o.window blade and 8'-11"for 62 psf,9'-11"for {Created by-independent'Third Party:Yes 55,WHV3.bladewJwindow blade-working in uriison,Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for maxi-ASD pressure rating of+72,-72 and 84"for+64,-64 psf:See sheet 5 for other spans and'ASD pressures, _ 389.2eri a NV Accordion Shutter Blade -Extruded aluminum interlocking blades retained by trade(top i Only-(Nan-HVHZ)-Drwg'17-107 and bottom)for storm-protection Limits of Use Installation Instructions Approved for use in HVHZ:No T3 ll Ahli t3irallLy)lllv�fi M-Afifi Approved for use outside HVHZ:Yes ll3L�_L�I�i4llst 19 tll7 Y+piitlA Hy�ICRI�iDN�t�IIfTRR Impact Reslstant:Yes l' 1? Design Pressure:,N/A Verified By:American Test Lab of South Florida Inc. Other.Large missile level"D".Max.Span is 16'-0"for 30 Created by InddpendentThird Party:Yes p.s.f negative ASD load depending on centermates and locking Evaluation Reports rod configuration for the-HVS blade,8'--0"for+64,=72 p:s,f, trt 9AM AMM-;, A.3,D,load for HV blade for Keystone mountings 74'p,s,f. INC-I)RAUli1NaA PAODUCLi3�-.-VALUA'I:ION for metals stud mountings and 8'-0"for 110 p,s.f.for HV1A working in unison.See sheets-7,11 and 20 respectively of Created by Independent Third-Party:Yes Installation drawings'for other spans end pressures, 389:3 7 Bertha HV Accordion Shutter-. Extruded"aluminum interlocking blades retained by tracks(tap COMBO-(Non-HVHZ)-Drwg 17-106 and bottom)for storm protection Limits of Use Installation Instructions Approved for use-in HVHZ:No I _Vq.J1_AZ•D1 CAN-Sill FLin- Approved. - k€LL fi§ [1 tld Approved;for use,outside HVHZ:Yes 1 NU 1 S�i3 �I RSH �>Ai'+�ORi�I13N �Ht3TtEF Impact Resistant:Yes Design Pressure:N/A Verified By:,American Test Lab of South Florida Inc. Other:Large missile.Max.16'-0"span at 30 p:s.:f ASO.load Created by Independent Third Party:Yes for Blade•I and--18'-0"for Biade 2.See schedulesbn sheet 12, Evaluation Reports 25 and 28 respectively EQb a tad AF'i1MFi3FhnN #sUtc ft B1�'tEt�B� 1t't+l�i � p4AWjN j2=- t11s1 PR(3f3Ud �Vi3l11fAYIr3N_li il�RY i?aC Created:byIndependent Third Party:Yes aarp Nuys "contact us::2601 Filair Stone Roatl..Tallahassae Pt-32399'Phone:8S0.487.1824 ;The-State'or Florida is an AA/EEO employer.Coovdnht 2007-2013 State of Florfdo.a:Privacy Statement t:Accessibility Statement::Refund Statement _under floride'law,.email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this endty:.Instead,contact the office by phone or by traditional tnall.If you have any questions,please contact 850.487,1395.-Pursuant to Section 455.275(1), ¢CH6 Statutes,effective October 1,2012,licensees Ncensed under.Chapter 455;•F.S.must provide the Department with an email address If they have one.The emails proWded niay:be'osed fdr official communication with the licensee:Howeveremail addresses.are public record.If you do not wish to supply a personal address,please provide the Departfi ent with an email address which-can be,made avallable'to the public.To determine if you are a licensee under Chapter 455;F,S.,please click hem. ProductApproval Acceptat • .WN 9 NERAL NOTES: 1,BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.£0.)HAS SUN VERIFIED FOR COUPLJANCE IN ACCORDANCE WITH TMT:2017(6t.I,EDITION)OF Ttr FLORIDA BUTLDMO COOL THIS ACCORDION SHUTTER STSTEMd SHALL NOT BE INSTALLED AT MGH VELOCTY HURIUCMS ZONES. DESIGN WIND LOADS SIAM.BE OEIER"ED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASO WIND SPEED REQUIRED BY THE]URLCITKI`i WHERE SHUTTER BILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-045,USING ASCE 7-10 AND SHALL NOT EMCEED THE MAXIMUM(A.&D.)DESIGN PRESSURE RATINGS INMCATEL ON SHEETS 11 THRU 15.19&20. I IN ORDER To VERIFY THE ABOVE CONDITION,ULTLVATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASM.DESIGN TAIL«LOADS AREA..1: HV BLADES(17& Q BY MULTIPLY440 THEM BY OX IN ORDERTO COMPARE THESE VT/MAX.(ASD)COIGN PRESSURE RATINGS ILOICATED ON SHEETS 11 TRW 15, 19&20_ GENERAL NOTES SHEEE 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THS P.E.D.,AS TESTED,WERE NOT OVER STRESSED.A 33 r VICREASE IN ALLO'NAELE STRESS FOR WIND LOADS WAS=USED M THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.FTOLIEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VETBFICATION 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 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TYPICAL.SHUTTER ASSEMBLY 38-44 MEET 4 ASL REPORTS: TYPICAL 1t1t41XJ1Y BLADE&WINDOW DETAIL -HV BLADED 10214.01-03,10715.01-03,11004.01-05,11214.01-05,10317.02-06.JOWSMI-10 AND 10210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1686 AREA 7: W SLADE 1D AND KV VVINDQW BLADE 1�A AND E--1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&$1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLEI -TLV wDIDGty S ADE 0 10505.01-W AS PER ASTLt E-t886 AND E-1996(MISSILE LEVEL D.WCtD ZONES 1.2,3)BASIC PROTECTION ONLY AND 10725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/EL= SUET 6 2.W SLAD£O AND HV Y tWH BLADE Q ARE ENGINEERED TO WOW W UNISON WITH EACH OTHER UNDER flS GENERAL UMITA'DONS AND CONDDI014S OF USE I,DCA'ED ON SHEET 19 INSTALLATION DETAILS O-M.CONCRETE/BLOCK SHEET 7 3-BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT BLADES KNUCKLE ANO TOR MCI MOUNT C0NxECTKX TO TRACKS SHALL BE 1144.75'AND j14xI.7V R&SPECMnY,410-HT W14MUM SERIES CI NIERMATE DETAILS HY SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 k5l YIELD STRENGTH AND 180 ksi TIENSTE STRENGTH.PINS.,HAS_BE OWED WITH BERTHA HV DACROSN9ELD COAMIG SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING A°PUCATORS,REGISTERED WRIT AMERICAN SHUTTER SYSTEMS ASSOCIATION PMS MUST BEAR THE HV MARIONG ON THOR HEAD. END CONNECTION 4.ALL ALUMINUM DLTRUSIONNS SHALL BE ALUWNVM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS MD ksi AND 35.7 ksi FOR MAXIMUMAXOdU1M SPAUMSPA pLTAt15 i-6,CONCRETE/BLOCK SHEET 10 N TABLES 5H�1'17 6OG5-75 ALLOY. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 $,ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DM 50018 WITH 50 W NJN.YIELD STRENGTH AND 90 IIsi MIN.TENSLE STRENCIIi ANCHOR SCHEDULE- CONCRETE&SLOCK SHEET 13 AND%%ALL COMPLY Wf FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR NSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-V1006 SHEET i5 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEancATIONS:HV BLADE '(D: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET'I6 LTV E?IADE C}L &Q,+} v10RKMC M UNISON: 12,73&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B.THIS BERTHA MAY YST ACCORDION SHUTTER SEM BEARS A U.S.PATENT e6'779,582.COMPONENTS OF TICS APPROVAL ARE COVERED.IN'WHOLE OR M PART BY US,PATENT 15458,179 ISSUED TO EASTERN LTD CONNECTION DETAILS 7-12&X.WOOD SHEET'SB METAL SUPPLY.INC. 9.IT S BE THE RESPONSOLITY OF THE CO.YDiACTOR TO VERIFY THE SOLMORNESS OF THE STRUCTURE WHERE SHUTTER IS TO 6E ATTACHED TO INSURE PROPEA)ICIMAL£.CONTRACTOR TO SEAL/AUC AREA 3, HV WkNDQW BLADE ONLY 1C 1A ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WRID/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION - SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VIM51E PLACE WITH WARNING NOTE:6UM NG PERIODS OF HURR.CA NE VIAMINGS HOME OWNER,TENANT,OR OTHERS,%W PROPERLY CLOSE ALL HV AND NO AREA 4: HV WINDOW BLAQ��1'1 ONLY AND ENGAGE OR LOCK ALL MW AND HD LOCKS. A 11.SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA ELXWUNC COGL ONE LABEL SHALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709,9.2 OF THE FLORIDA BUILDING CODE 12.BERTHA 1LV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY it'ITH SPECS INDICATED IN THIS DRA'MNC PLUS ANY BUILDING AND ZONMC REGULATIONS PROviDED BY THE JURISDICTION WHERE PERMIT IS APPLIED 10. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L..WHERE THE SITE CONDITIONS OV49E FROM THE P.EO. (e) CONDITIONS WILL IL CONSIDERED DOCUMENT. IF ALSEREDR TO BE RESPONSIBLE FOR THE ONBY SAND TE IS THE NRACTW REIFE SAFETY OF ITEMS PRODUCT,BA9E0 44N AILS PLO..PR617DLD t1E/SHE DOES NOT DEVIATE FROM OBTAiNRPERMITS INVIING LL ONLY THE ST BE USED R SHE CONCITONS OETPIIID ON 7lLTS DOCUMENT.CONSTRUCTION SAFETY AT SITE R THE COlLTRACTQR'5 R£SPO.`L'I£IkM;1: HIS LJD ATE OF FLORIDA S. (d)SITE SPECIFIC PROJECTS SHAD.BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT wMCH'HIL BECOME THE ENGINEER OF RECORD(LOA)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.O.ENGINEER SHALL SUBMIT TO THIS LATTER TRE STE SPECIFIC DRAWINGS FOR REVIEW. (a)ORIGINAL P.E.D.SHALT.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAI PREPARED IT. NY������"�•� FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone' 1 02017 EASTERN METAL SUPPLY,INC. 22017 TILIM,111C. BERTHA HVTM Accordion Shutter System . � -EcQrcA.S.S.A. 1iv. a #1 R W .WNDON J 6P TttLli tE5T1N0& ENGINEERING COMPANY Alnericon Shutter Systems oLscR Pnoa atc QRARN er u ' b Alt + Assaciotion, Inc. L OLD 15-085 7/2I/17 ate 07/271+7 T !.�'^N 4]SS N.n'.}IIA.SL,Stc]05.VL94'ItAA.G+AMM"+,iLtRCA]IIs Ptxmmo:(365)871-1530.Far;(]03ysll-7534 R2Ti8 TYestroads Drive z DRAWING No `j, til .'V LL1t aLB671"" YNesk Palm t3eoch, Fl 33407 3 'tOAIA1 �1 4 YIA:3ER A TL'MrT:r,A.E. 4 17-107 FLOROA LMC F 44107 5 SHE P.E. t�Sf?f9ArUFsEf OATS 6 1 Of 20 1 Lab FCR WVtCW MADE(2) Ali �'v)A*. 4 . ...... o 05 HV W_LUO-* STARTER -01HY SOLID 0-1-AD GiHYUNIVERSAL NF1 GAT QUALIFIED FOR USE YY/ COVERED UNDER US PATENT # 5458179 QUALIFIED FOR USE W/ HV DLADE01 ¢ HV DIRECT MOUNT W BLADE(1) HV WINDOW BLADE 6005-75 ALLOY AND IEUPER QUALIFIED FOR USE 711 HV 6063-T6 ALLOY AND TEMPER P-LADE?)l 37 *SEE M41TATIONS OF USE OF BLADE 1@ ON SHEET 19 6063-T6 ALLOY ANb;EWER :124 6063-T6 ALLOY AND TEMPER 3.226" I.W. 7 .0w R & 2.670' 556, 2 -994- , .670" 6' T .0-2- 4 4W1 IZ7$ HV ADJ. ADAPTER _W/LIP �.920 a a-- —1 07- — I 3226'..~• 2 457 11 07� QUALIFIED FOR USE W/ KV @)HV WALK—OVER TRACK BLADE 11V TRENCH 'TRACK I—I QUALIFIED FOR USE'.'//)11 (�)HV ADJ.,.-ELOOR TRACK 60 BLADEQUALIFIED FOR USE Yl/ KV QUALIFIED FOR USE %Y/ HV 6065-T6 ALLOY MD TEV-PER ELADE01 0 NILY. HV RAINGUARD BLADEAT - 6063-T6 ALLOY&KI3 TEMPER QUALIFIED FOR U 'C! w/HN, 6063-T6 ALLOY D TEMPER VARIES F-1�36 BLADE 1- 1.915. VANES 1-9W 6063-T6 ALLOY AM.-TEMPER I 1517' .0 f .100It .12 xw Dep 670 1.680. 3.�29* C291 3". a, E2 HV HEADER/SILL HD CEILING HEADER/—SIL HV CEILING HEADER QUALIFIED FOR USE W� HV BLADE Ci (_13) USE%-// W ELADEr COPIED FOR USE W1 MV BLADE( ONLY, 6063-T6 At- QUALIFIED FOR u, (04 HID WALL HEADE SEE SECTIONS FOR VALIDIP SEE SECTIC145 FOR /Aborfy. QUALIFIED FOR USE w/ w 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE(1)ONLY. 6063-T6 ALLOY AND TEMPER Ty t I- I I- 0.062' (33(33 2- 1 5-MIL.! 3 I/S- 3' 3- C.090* 2- 15,MAXI 0.102-'1 WSW FO CORNER POSTS QUALIFIED FOR USE W1 HV ALUMINUM ANGLES 2'i' 7'MAX 0.190" 0.190* UUAUFIED FOR USE W/ Xv BLADE CD QUALIFIED F0_?,USE W/ W BLADE(D 6063-76 ALLOY AND TEMPER BLADE(1-1 ONLY. 2* 5-1AX.1 0,130- 6063^76 ALLOY AND TEMPER 6063-176 ALLOY AND TEMPER It FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1,11'��t%A. , C,2037 ILTECO,UX- 02017 EASTERN METAL SUPPLY.inc. %I 4Y BERTHA HVTM AAccordion Shutter System .S.S.Am KV. ELAM#1 W/OR W10 KV.WNDUN BLADE z American Shutter Systems Xv.X4 VESCRIPTION GATT CtRk�x ft LC. I*! TI Association, Inc. I OLD 15-Oa5 07/27/17 aAm- 07/27/17 e'o LUT TESTING ENGINEERING COMPANY r7,2*1- .1 4268 Westroods Drive —2 WS, 33W', TE op =5 ax lc�st'.-� Ph-.. DRAWNC No 0. W; ' West Palm Beach, FL 33407 —3 WALTER Stu.41 6719.pE 4 17-107 rWRCA Lk-1 44167 5 SHEET P. E E 6 2 OF 20 1 x, t m9, v :0.310 m(1 om• 4•t/4 0t/7� t/ -M r 52232" N .IroSc576- Ew a. E.Kw Purm i:fcuu-m raE etSP to I D PANTED ! A v c 01 a- �. c0 y'n X•i o !.� m 7 — _eRmss cn»7 l ER ss coir o `•�Rol t '" n �. PLA7M(Gu!OVE (aGtOyE>tAx�i 21 wj HV CENTERMATE V FLOATING C c °� ''$ " �' "" HV LAK HV EGRESS,LOCK 77 OUALtElEO FOR USE tY/ HV BLADE(D&.1A ONLY fi063-T6 ALLOY AND TEMPER `� Q ED FOR USE W/ HV BLADEQ,4& BAONLY ' 3' 1 .975". QU:•LIF7£D/FOR IE YJ/ HV QUALIFIED FOR USE VS/ HV 6063-T6 ALLOY AND TEMPER TE T E1AD=`,& LIE BLADEQ& -Otw- O ALIFIED FOR USE W/HV GLADE IONLY -2 a"0.0. 7a' 6063-76 ALLOY AND 7)JaeER ,St9� S76" PLUOLD NEPA -� 7.75x" .822"! aaLDED 4045` 2 50RLvr oto ; 1.753'09 L •Q-T c °p2 0 ! AP .B - a 1...sa'AFTER RhEMG 1/4"0--20 x 3/4 BEFORE Rrr�c I rn S.S. THUMBSCREW 1L4"g-,20 RfVNUT* *SERI'S 9444 AUI+GNUU(2024-T3 AtLCr)LARGE FLANGE Gia: L a ¢ • Er AtEL t-6 CMEFBI TEK70RN..PAARSWPENY.rMN JJVZWY 07054 OR EQtfL F1Pi7 ERaNT ELEVAT•aN 1 ;2$ HV MALE "T" LOCK CENTERMATE '-5w3 2- LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ KJ SLADEQ)ONLY Q9 ,HV FEMALE "T" LOCK CENTERMATE � HV "T� � HV ALTERNATIVE FO USE%VSO I 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE. HV QUALIFIED FOR USE VI/ HV BLADE011jONLY QUALIFIED FOR USE VI/ tV B}ADE 'ONLY VI/HV BLAD£ri�`ONLY. BLAD£t�ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOT AND 7EVPER"" 1 1 7.977' '-}• o ! fb D I 't f 43 m4Y `war+m -•�,.^.:2,' i •h JEW KEY CYtDNER xta' - �5 � Ss5` f T•m o Lw ul n 1 m 0.875'tX,n. Cq p + y • M• • c• r{ • t .125'N°X. Sol, HD CENTERMATE W 0 OD q-2 HD CENTERMATE W/ LOC((ING ROD ` j o a ; QUALIFIED FOR USE V7/ W BLADE 1 & �(A) OUALIFIED FOR USE V// HV SLADE(j)& A �� � CENTERMAj!•'S INSERT 6063-i6 ALLOY AND TEMPER m 6063-T6 ALLOY AND TEIdPER '� i VARIES,t2.Ulm QUALIFIED FOR USE W/HV SLADE-�&I& � o91 (SEE 0o-29A 5 le"o-Is 1.730" 6063-T6 ALLOY AND TEMPER THVVffTUR% 1 go KY .. J 315' i 1.57 tln CYLL\VER 16 (9CK1NG ROD d ' " -t/a° 3�4 HD LOCK • OL � L375ro QUALIFIED FOR USE WJ HV BLADEQ \J 1..jV 3�g"P7'-1 G AGETAL 1 7 L�'" -2O AISI 304 6Y REGENT Iu,RWORE MORTISE LOCKS SERF 2333 HOOK EOLT LOCK tttt���� 6063-T6 ALLOY AND TEMPER �:J SER! S THUMBSCREWS QUALIFIED FOR USE 1Y/ HV BLADE,1 & �A Q ffi1STAL(ATK7N WILL R PROPER A EMBs• HOLE IED FOR,VG yjj QUALIFIED S.S. USE.7;/ K/BLADE 1Q D ILLED AT TRACKS FOR PROPER Eb18EDMENT QUALIFIED FOR y��,y HV BLAGEQI FLORIDA MOING CODE(Non High Velocity Hurricane Zone; Bt7j77 �k it 7/ ' C2D77 Tp.TEGO,INC 02017 EASTERN METAL SUPPLY.INC 7B � A.S.S.A. BERTHA HV7M ' y -, ......tom.. � Accordion Shutter System j L EGO ,Nc. �i ■ ■A■ KV.BLADE#1 W/OR W/0 H.V.WMWd BLADE 7 * American Shutter Systems qW.N. DESCR7PTim WE 7RAeN 6Y. L- EC T(LLTT TESTING & ENGINEERING COMPANY TAssociation, Inc. t OLD 85-085 6755 7411:S9•J..SL. r' GV'D015.P0.Sup � I 7/27/7 DATE 87/2]/17 A ,p STATE OF 'r+. ' tit P rna: 77-75(30 426$ Vestroads Drive i 1O.V Nest Palm Beach, FL 33407 3 DRAWING No .� 73 ..... • TL7L t 17-107 Y,A7.7ER A TRW a.P.L P.E�SF� s3�lA7'JDA?E na�A L y WELT 8 SHEET OF 20 .3 #NOTES ON HV LOCKS AND CENTERMATES; s c c 28. u r s 7 u a T.§'4- 4• ¢,�^2 1,MAWATORY CONDITION 11:ONE HV LOCK i or SHACt.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �„+� 1 E •L OR 12•ASOVE OR SrOF SHUTTER SPAY�R SPA1J5 UP TO t05',AND FOR MST '401,5 AT ANY I, r t ELEVA00H.MJ LSC; or. MAY Utz USED AS AN RJ51DE OR OUt9DE LOCK.ATTACHED TO OR 1 1 a CENTEWNTES w/(2) 1/4"0-20 x 1/2"LONG FLA-HM SS.SSS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAZON. Vl'a1.:Jb= -• 2,OPTIONAL CONDITION!1:IF DESIRED,FOR BETTER PERFCRTMAI;CE OR FOR SECURITY PURPOSES, UP TO TWO tiV LOCKS 2j,29 OR QB 14AY BE USED AS AN INSDE OR OUTSIDE LOCK.CONNECTION OF LOCKS 10 CEIJTERSWES A OR SHALL BE AS INDICATED ON NOTE(I)ABOVE OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. oe-HVD �% 3. b �USED W/{WO H.V. LOCK51: LOgONG RODS 5 ARE NOT REQUIRED AT URRiCANE POSITION, BUT MAY ° 4vV25 g-&.i4x �'`r� �°_`?5 BE USED 1F'D=S1RED TO ENHANCE SHUTTER PERFO LOCKING RODS t OR AN ALTERNATNE DEVICE ( MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION), 4,MANDAT RY CONDITION r#2 ONE HV LACK����gg� SHILL BE USED AT CORNER CENTERMATES FOR ANY SPAN .1D J P AU TTIONS AT ANY ELEVATION.HV LOFK fo cr 3 SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. I6 ATTACHED TO CORNER CENTERhLATE Vtj(2) 7/40-20 x 1/2'LONG FIAT HEAD SS.M.S.TWO LOCKING ROOS S f AT TOP&BOTTOM SHALL tlE USED.LOCAT Or, OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION- a»$ rloe�Hlvc MA%lUt1FU SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. 'v' ° `•1gt 5, AL�ATE TO MANDATORY CONDMON!1 VALID ONLY FOR W [L ILK' W/ ETRtCAL C£1TERMATES Qt CNE ALTERNATE HV LOCK$ MAY BE USED IN UEU OF HV TACK 91 or Q5 FOR ANT`SPAN AND -IDN15 AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS AN NSID OR OUTSIDE LOCK.ATTACHlAENT ( "✓ � °y agS of 1/4'o-20x3/4'SS.THUMBSCREW TO fj`OR g CENTERMATES SHALL BE MADE Vr/ 1/4-0-20X3/4-ALUM. RVNVr AS SHOWN ON SECTION FIVE, SHEET 8.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t LOCKS AT 1/3 OF SHUTTER SPAN. 6. MANDATORY CONDITION_13 FOR KEYSCONE MOUNTING INST(IUX119Nc. ONE HY LOCK @ or @ or 0 SHALL BE i USED AT 3/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELCIN 1/2 OF SHUTTER SPAN FOR SPANS IJP i ` J TO 98',AND FOR INSTALLATIONS AT ANY ELEVATIML HV LOCK q3 or tt or @b`MAY BE USED AS AN INSIDE OR I OUTSIDE LOCK.ATTACHED To @ or 0 SYMMETRICAL CENTERMATES WTI(2) 1/4'-20 x I/2'LONG FLAT READ SS. Sha:END 8 I , M.S.LOCATION OFF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 111 W/ CONNECTION i OR{i7 TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS CH 0 F f N I J x L u is T�YP.FULL t t (�0_TE.S ON HV "T" LOCKS AND CENTERMATES: HEIGHT. t $ OF CORNER 1.SECOND ALTERMTE TO MA)JD TORY CONMON it VAL 3D ONLY FOR w OCK u*Lu1ED. QIjjQ "[•! ffiD i`F1JFEf?MATESa AND CENTERMATE a;ONE ALTERNATE HY'T'LOCK IMAY BE INSTALLED IN LIEU OF HV LOCKS 24 OR 2$FOR ANY SPA4 AND w os 6 7 a$ a '"3< INSTALLATION AT ANY EL-NATION.ALT NATE LOCK 0 AAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT 1p• Q OF LOCK @ INCLUDES USING REINFORCING LOCKER l j7.AS SHOWN ON SECTION HVG.SHEET 9,WHICH MUST BE 1p«; w�, a • a CONNECTED TO CENTERMATES @ AND @ W/ 1/k c-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' ^ WtUGNUT OR W/1/4'0-204-$--.MS.INTO A 1/4'ox 5/8'RIVNUF.,LaX MAY BE INSTALLED AT MIDSPAN OR 12' 6 • 7 T1�(����','- •(7 «�$ia MAXIMUM AES AND BELOW UIDSPAN. USE OF IWO LOCKING RODS t15 TOP AND BOTOM IS MANDATORY. (C5) UJE"lJ` I$a0•°LS7o` . a09•C1-19•C_03•5;g� *NOTES H� !OCKS & G,�NTERMATES: p h ��'^� BLADE �t 1. HD 1 =4 j(/HD CENTERM .rj OR T32 W/U.ONE ALTERNATE HD LOCK 3 MAYBE USED IN UEU OF TYPICAL l 1 1 HV BLADE SHUTTER ELEVATION ITV LOCKS CR�i5 FOR ANY SPAN AND INSTALLATTCNS AT ANY ELEVATION.ALURN TE HO LOCK(R MAY BE USED AS AN INSIDE OR OV=,fN.T.S. REINFORCE;LEUT VWU AS SHOWN ON SEJt SM AN LOCK.ATTAOF HENTLOC WAND HDC-HVC.OSHEET 100.LOCK MAY BE INSTALLED LAT IDE5 UIDSPAN OR 12'MA=UN BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS_%IS COMPLETELY OPTIONAL JJJJNJJJnirrri��eMFLONA BUILD CQ ( on High Velocity Hurricane one 11 Q�' /,`�� 020t7 SCrcfD,INC. 02037 EASTERN METAL SUPPLY.INC. `11� ia�ENS '..`'9:. BERTHA HVTM Accordion Shutter stem S �� E C o tNc. AI�S.S./I"1■ KV.aaDE,T w/OR w/o wv vaNDouv System % / /,`*; American Shutter Systems _H oEscmvnaJ oAn DRAWN sr: L.c. T1LuT TESTING & ENGINEERING COMPANY y> TF FAssociation, Inc. , OLD 15-OBS 7/17/1 DATE: 07/27/17 'W SL.S=.M.wtv'A CN•LEIIS,FLOSCA M ' "t'T* PNnne:t3�iJ371-15�D.Fn=:Csos)et1-153L 4268 Westrocds Drive s DRAWING No ' sS" "'" :6, , r=iL ccesi0W. Vrest Palm Beach, FL 33407 ± .�QNAE E� 17-107 T T'TJ nAMDti a 441 7 s SHEET P.E. SEALjSIG/ TURE/GATE fi 5 OF 20 r-CPOM Ed _xCp.V_-ANCMORS BLOCK M C;R 1. POURED (S.M Saeln't—r Cl; FaQUOMD 1/4'11-20.3/4*SS. ccsxF=F-"D CONCRETE— SLEET 23) REQ- 0ONCRUE ANtl245 W_ncc SCREWS SCjjMULZ. ON W1 1/4*-20 r. (SEE flUTS 0 12'O.C. CONCRETE ANCKOqS (Sa u_lmvm(9)ON_�wl 7) SHEET 13) (SEE SCHEDULE C14 SHaMi 13) 102 clzt04 r 1/410 lr�. -20.3/4"Ss EQ IJACHVIE Sr-REAS U91-G t/4=20 rills M". Y, O.C. 1:3)ca I E.D_' 7, F_-D.'�, 2w -u— OP7Ar(AL g i -OPTIONAL MIN.SEPARAT13H TO QASS i ,I FOR agE(DAIC T ooR 00STIJUG-3 L r—(Ea SCI-EEOUtE all$Ill.=11 al�g FM MASS E)QS'.NG : MIN.SEPARJG-�ON TO GLA—_ I 7(SEE SCHEDULE ON SHW I I)— J_ EMSTING z CA HV WALL HEADER INSTALLATION GLA" p HV WALL HEADER INSTALLATION 14V WALL HEADER INSTALLATION + KEYSTONE 0101.SEPARA=l TO CLASS EXlSTQXG —(M SCHEDULE all 91M llY_ GLASS—, rotes EXISTMO OR 31 * OlASS-1 I WIL SEPARArlON TO GLASS It QAX 4VX (SEE tom:ON SI-EET It)— lot W-- almo & E:b- ,' E.0.•: `. .M', 1DL X EA pi 12- 'S cot, 102-04 ss. PK-WPS HEAD 1/4-0-20.3/4-S.S.PHILLIPS FO-1-11 UACHINE SCREWS tG TRUSS HEAD MACHINE SCREln, EO RETE ANCHORS _It ANCHORS US' L(SEE SOGAXE all -20 tlUTS 0 12'D.C. _CONCRETE ANCHORS -20 f1VTS 0 W/1/4* 1/4� I r ar- POURED CONCRETE SHEET 13) (SEE SCHEDULE ON SKEET 13) POURED CONCRETE OR CONCRETE BLOCK REQUIRED ANViCRS OR COlICRETE MOCK (SEE S 'ECULE ON HV WALL SILL INSTALLATION WALL REQUIRED HV WALL SILL INSTALLATION POURED CONCRETE- SHEET 74) OR CONCRETE MOCK WALL REQUIRED HV WALL SILL INSTALLATION NOTE FOR INSTALLATION DETAILS WZ i-SEE SHEET 4 roll TYPICAL SHUTTER •F_O.-EDGE DISTANCE ♦SEE LJVJTAM1'S USE FOR ASSEMBLY C,t_(1T_J: 10 HV BLADE 2-MOUNTWO SECTIONS CAN BE COMBINED (SEE SPECIFICATIOn ON SHEET 13) BLADE ON SILEET 19 IN ANY WAY TO SUIT ANY(114SIALLATIOIC 10 FLORIDA BUILDING CGDE(Hon High Velocity Hurricane Zone ,�. .............. 02017 EASTERN METAL SUPPLY.INC. 02W7 TXTECO.INC. — BERTHA HV71A .4 Accordion Shutter System z" /71 VE CO 1po aSuSnAw I RV.aPM#1 W/CR W10 KV.WIMON RAMEJ A TILUT TEST American Shutter Systems RLY.Ift 0154:11IFTION DATE ORWI V- LZ_ ING & ENGINEERING COMPANY 07/27/1; 0,-M- 07/27/17 5?�31r.VMCv.C"M FLCRCA 331VE Association, Inc. I OLD 15-085 4268 Westroods Drive 2 ....... Ph—- FAX.(32*871-031 DRAVANG No C-_r.t4ftocoa� West Palm Beach. FL 33407 17-107 Af L Es-ocovig MIER A 21UJr.P.E. rLMDA 44167H P.E. SEAL/SIGNATURE/DATE —8 OF 20 ICW.CRETE ANCHORS ' S1FSPAin3 ^j ,ED M (SEE SCHEDULE ON SHEET 13) -to OR j? EDCE CF SL-19 IF E D.- APFUCAEX 'az @rrGL-- LOZAMN 7 �-JID.31r HEX W�SHER OR OR 3 Tz<SCREWS a O'C�W . • EDGE OF aai L . 8 SUB 3 M CONCR-M A`;--*RS IF 7 (SEE SO4EDULE ON SHEET 13) EWE OF SLAB IF EM=-----Or • SLAB IF g EWE OF APPLICABLIC SLAB IF APPUCASLE APPUCABLE PG—Dj —FLAT HEAD CCHCfLEM MCKCRS CONOPM M SCHWULE ON S�Mz 14) wx swwjnm REOUIRED a RECURED ON SfEr is FOR --010R @�*COPNNETE V D'. Z.-M CONVMTE A.%I=FtS 101 TRENCH INSTALLATION D. SCHEDULE 0.4 SHEET 14) VAIJO ONLY FOR UP TO+70, -75 PSF ASA. (B' HV FLOOR INSTALLATION t 1 HV WALK—OVER INSTALLATION DESIGN PitESSURE RAUNG FOR SPANS PV? BY CEILING INSTALUTION $CHEOUIE J3.SHM I I co)ICRETE ANCHCes COX (SIX SCHEDULE (D 15) -7 7/4"2 t EAST]= psmKIRs EXSMG GLASS--� GLASS GLASS a 3/4'WL awewwJ4 9% F --ic= th O.Q FOR UP To 6-Or SPAR Mo 4-Or-FOR SPA%*LAFZCR 1Xk1 sm-w I V,.:z cryp)(w JIW/4*HEX I am it raw OR WASHER HEPD E-1 0.1 UX TDD SCREWS Smnfr HiX 1/4.-20,3/4*SS US '/4- TEX SCREW$®B'O.C. • US=1/4.-20 NM OR 1/47VCS.�Ms. CONCRETE ANCHORS (0) Mo.. 0 12'0.C. W1 014x3/4 HEAD 1-1- 114 /4 (SEE SCHEDULE ON 1 7. 9 C. • DOSOR'19N SMODIRAL SHEET 14) !y I , I fj It / I / 11 " ,I 2:W kEA.N. WAU YR1-(OCCORMT L@-@ 'IrLE TK 114.3 3 SILL) MAO IF 7 APPLICABLE CONCRETE A)qu'okts —POURED W=M a 91 O.C. SEF 11OTE t3(h) I RMUM V POURED (SM SCXECAXE Ch ON SHEET —F NOTE 13(b) CONCRETE I POURED CONCRETE OR SHEET I OR CON'CREVE eLOCK SHEET 14) NCRETE ELOCv UJI, C. C.C— ------ (SET 12 OR CO. REOVIRED, RECUIRED KEYSTONE MOUNTING INSTALLATION OF130f POURED CONCRETEHY WALL E1,008 INSTALLATION, HV WALL WALK—OVER INSTALLATION MAMMA4-,SD.CC=t,FRESSUU-.64.-72 q1l 53VM wAra7-W "O"7AINGUARD INSTAL TION t HV-R LA nazEt t THIS INSTAIATION SKkL BE NOTE FOR COMBIN5MON OF SECTIONS E.D.;EDGE DISTANCE F040VABLE WENT UEN;Mwv. SE -rU SHEET 4 FOR TfPGAL SKUM (SEE PECIRCATIONS40n SHEET 13) DJACCIr.To AN OPVVZLE EXIT E:LUTATIOUS OF USE FOR OR ENTRANCZ SLAtE&ON SHED is lZSCIABLY I INSTALLATION DETAILS W 10 HV BLADE 2-mour"r SECTIONS cm K LOW— IN AM WAY TO SUIT RW INSMUAMON� FLORS BUIMING CODE(Hon High Velocity Hurricane Zone] ............. 'e C2017 TILTECO,ffe. 02017 EASTERN METAL SUPPLY,INC. BERTHA ffVTM 0.4 Accordion Shutter System F7LMc=,7 A.S.S.A. HLV.a-AM#1 W/OR W10 KV.WNDOW 9-ADE NG & ENGINEERING COMPANY TILUT TESTI American Shutter Systems ON DATE-OpAw"ar, Le-Association, Inc. t OLD, 15-oas 07/77/17 0ATF-- 07/27/17 N. t---$40.='S"S�M—CAMM ntRoAmw Ph=.(305)871-*SW FOx 4268 %lestroads Drive 2 DRAVv1NG No %'lest Palm Beach, FL 334D7 3 ES-rOD6719 4 17-107 W9JM A.I MW 0.P.f- rLOROM Ul-#44167 5 HE P.E. SEAL/SIGNATURE/DATE 7 OF 20 SEE END WALL CON 0 S M 10 & la SEE I'mE$an w:.w4--cso.wwocso-0 rOOT—I -EXWZ'G Q-ASS INSTALLATIONS W (I HV RO ALrERINXIM W I= SHEEr 5. F17N ] &ArZ SLX'-,t OEM&HVF IS V-IJD MR ALL Cer.vwn�-A-ftc.4m"wth E6=.(D BLADE W/ HV CENTERMATES 1 (22 OR 10 5-6.0- r-CQS7IXG CUSS 7- a 7. (EC63-TS ALLOY)ALM OPPOSING a8 SYMMETRYCAL andRs Almi iggg, ai �QENTERM S @ HV LOCK CENTER AT S Lai 1k.-MON S (Mp/sorrcm)ah SALS.0 12- HV 0 gr 105) W/ HV WCK 70 GLASS W/ MY LM (SEE SOUXIE J10.3/4 (4111calr S.U.S�M O.C�FULL LEWHT. AT'EACH AWIS.W) 5 IN p�- --------- 141. 03 S -Ne 2 HVB NVOUT ] HVC HVA EX[SMiG GLASS -FOURM CONORSIZ OR CONCRETE MCCK WALL REO Q SYMMETRICAL �,N F 6 L SEPAIIANCV14 -TIN CENTE— TO GLASS ISIS SCI-nULE GLASS IN/ HV OPTICaLAL. -71EE1 11) 0. @ @ (SEE � � F Q•Q�Q9•®«®;� ON 'Uhl'.S ILL. .0 O-VO FF s EK -_"----"--.-- (S E� —COXCFZ.-� F0—U—T1 ANCHORS M - — - — 7:--A�� I . -- W O.C. l VARIES 1 n3 N OOT Fo—u—T] HVE HVF** jjVQ FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: o2017 TMTECO.wt� -PLY.MC . ...............7 02017 EASTERN METAL SUI $ BERTHA FFVIU Accordion Shutter System C.- IL EC0111 A.S.S.A KV. MADE#1 W1 OR W/O KV.WNDM RADE erlean Shutter Systems orsmpn(m DATE oftal ft Lr- AM ux K. TILUT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15-085 07/27/17 0XI-B• 07/27/17 C7.51�Ste.-V%V.SI"CA(M3,W."I,I8i.1-1533]tMW - 7 1 4268 Westroods Drive 2 —DRAIIIIING No C-OW611sk West Palm Beach. FL 33407 3 17-107 `N s/()NAL0 MTERDh TUW-1,P4 4 'Z FLORMA Ll�1"1157 SH E$RE/DATEE OF 20 l ALTERNATE INST L TION W HV "T" LOCK 0 HV L MALE "T" LOCKS CENTERMATES 8 9, & LOCKERS W-Z M HV BLADE SFE END CONN CTnON DETAILS ON CMEEM 10 w. 18 INSTALLATION I HV BLADE OUT IN �f o MAX ,,,f C,slapre. W/ HD CENTERMATES I AS"M AS S,-43M% F1OQM&AM C)TY>.r effia-.r.. --4--•�•• ®q©.pgbop.®q MMWEO a��U,Y BE USM THS °NM °p" A1'*c<..axa q rte S7atY. SEE END WALL CONNECTION 10• q I ©•Q7 •©q��©__•O7 •®q DETAILS ON SNEE75 10 R 18 ra�Verr-: 1 � �•®®�•®�Q•� ,vac■ �•� u,• �' •® 35* 35 -------------- ---------------------------- -------------- 4t (cr-cwi)-L--- OGPrEGtTwla I '----- --- $ (�taJ N)IM u civi[�tm) I /l�dt.•iw fUV � 5 E 3 30tHV "T" IN F%S(rM) IN (4 ttv li'P. I ■a�•axrn� LOCK (INSIDE) 1 A I 7 ur P0i5 1m) % (\� mCLAM (SMY ! • t ov oea n ------------- 4�y yr sm. 5 12 29 1 t L�}— x ur 5 \ 35 OU- ,� � l.:! 3(oa© 31 as I 31 as SEE trot.B tri laCtc # 1/4" 0-20 x 1 1/2' S.S.M.S. �'4 3 t * 35 s ®. •r Eoac,a�SKEET 5_ s W/ 7/8"0 x 3/32' WIPIGNUi_ (amxv_)NDS H VB OUT - VC lcPnew-1 ©0 HV "T" LOCK (OUTSIDE) ® SYMMETRICAL HO CENTERMATES SYMMETRICAL HD CENTERMATES HVG* W/Cid' LOCK M(TERIOR) WI ' LOCK (INTERIOR) f soeFs o44.�wtmene - (2024-T3 ALLOT)URGE 11AME rM St+EE7 kU'VtT.PMT I G620. ®O1©•O7 q 8Ov 10•®°1 iO,PARS" Off.tSN JERSEY 07054 ©•O•©q©'O•®O1 (17034 OR EOtuL .�q�.0 ®q -- ---------- ---------- a• '�Q 3 � 0 *sa:rtrEs w tnocti cca©n w�,coa qt oast s MAMO 1 ,�� ##LLY5EtS1 Ecurr. CQAZ i9-M•9 B tuJD 70a APftVAP[M4 M WDE 6) FLOATING STACK FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 4 VCEP,Is�;•. ✓�^ ezo17 e1Eco,INC. ®2017 EASTERN UETAL SUPPLY.MC. BERT 1A HVTM .441a7t' I L E C O ,N,. Accordion Shutter System A■S■S■A H V. MADE#1 W/OR W/0 RV.111NDDW RADE ��. ; TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems E„.,r CEScra ma DATE DRAM er: Lc 'r •.. Q p :• �, 1fi a Se ua�St sm as,x�u c.Acvts r1GPw a, Association, Inc. , oLo Is-os5 /z7/1 DATE. 07/27/17 4258 Syestroads Drive 2 DRAN9NG No /OVAL E�6 t qz ar 067012«m r1d11 Eo E�6719 °fest Palm Beach. FL 33407 s •..i.f/N tuLTEA A. ZL➢T Jr.A.E. A 17 -107 P.E. SEAL/SIGNATURE/DATE FLORM 01.1 44157 S SHEET 6 9 OF 20 POURED CONCRETE a4 .. POURED g ' R D C 7G= ' ! O� . OCOR , E . ORCOETE CONCRETE BLOCK?Aa R�UWJ D= WALL RatCRE6 BCCK WALL R EQD REQUIRED �ExGlriC CLASS.0j a—E)2ST :CLASS 4. '• .`� i _ DUMI C CLASS # CONCRETE ANCtiOR O --'EKWI%'G GLASS e I i � 2- . a 16 .C. } ..G_....— , M5EPA2U:r:+7 !�' / t-1'--+• r——i-tj TO GAS(SM 'f'7 LGt 5£PARk-Klta - FlX6Zu.E O.Y''PTE' W4.� W1.SEFNUMIi CO ft+ EihO=Qj— (SEE '�" To CLASS WVLEE at� +/+6'x3-MAIL as 3EET}9 R'Fz /r +a.RRSCHM' a-E ON OAs� 3 - SCHEDULE tet� 1+FOR B,*E(T.DAND (6063-T6)CO;IT, �.rsFs(D& ON s m 13 FUR + z• J +rat 6+Ace ow .ON SFEEC 19 FCR ALUM.CLOSER j $4�2 SHEET S9 FCR (LOCATE AT f IXA^F50&(, PLATE.(LOCATE 1/2-. RArr:508 Q T—` i N3fDE4CD&Q SIDE 1 AT EITHER SIE b0 , i OF 5) I +U USE 11'OR 2-MAX f+ax+j2'S!l.S. (AS APPUCA3LE)x2 xT/8•:O'-2• ` ---_ ,,— iffox1/2"S.ttS,_! _•,,,___�„_ C' +6-B.C. �J _-,..�_— ALUM=CUP ANGLE •"` ® t6-O.C. <` il° 4 (6063-T6 ASLC+�AT" E11CM {f)S1Dxij2-S.A1S-T0Q& /C 7 q.Y-' {� (2)7/4•C TAF CONS ANCHORS TO { —j °•/ WALL AT+'O.C.(DATE Al 5 r ( SEEDEWL, 1 OR Q' mNER soE TPC)) fQ OR 1(�' SEE OETA'i x FOR Q OR �' 4 To TRAtY.S SIDE COIatECTION a®«©'OaO ra•®a SEE DETAIL E FO d a 6• T e to.Qa To TRACKS a a 6. ry a e +0•Qla Q SWE calNEcCKN �' ®a©•(7i a a 'fo•Qa +o-�a©-Q•'Q•®°' TO TRACKS T(�a}p�a®.p�x�.�a 600 ©C7 �'®Q @a O.O flR0 U•® 6 Q•�a©•�a0.4�a ®•OaC�•4�aC7•©a ®•�a0•®a®•k3���•� O-�a®-®a�•�7a®•@ SND CONNECTION DETAIL 03 END CONNECTION DETAIL, END CONNECTION DETAIL(j) END CONNECTION DETAIL 2M 3 REOURED ONLY F7Rt SPANS GREATER THAN 12'-0- POURED CCNCRErE OR CONCRETE BLOCK WALL +'`n`'G d ._..— —EXISTING C1A55M.2 REQUIRED _ ..._ �R'� d �_ ——— ' teuL�rtA4tta7 '� �'--ft TO ( E Y 5-------' ----- 4-_ ..- C, t3tt '1;ATfiat a SCHMX E at SYS+ m QASS(SEE' ----------- �_----- ---- 6 OR 8 OR i OR 11 FoR BA%DAta1/2'111N, `ill£ON�- - - --- -T m S+ffET 19 FGR 11�F0R FUf �N 7 d ------- _ f OR)3 DR f aR f FaADLs 19 MR CONCRETE j a, f BAB(E) ---- - OR 7 a 16• {6]OR®O<J)OR ♦SEE rU ATION5 OF USE FOR v U� y r� 2"MIN.r- 2-M87'- BLADE jA ON SHEET 19 @CRQOR(9OR@OR� J.t--`.L...i Z�\ 1 OR DETAIL X ®a©'Oa©'d G ® POURED CONCRETE OR a,®7�a©•U7 aQa,o.�a �' N[? INSTALLATION CONCRETE BLOCK WALL t0•�a6a, ,A"9.•,ft,a ta•®°•�•tt ©•®a RECURED YJ V V p•O-�y©•O•®a HV BLADE OR tl HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5Q O �aQ ©'� �'fl;i ' N C Ai � a®� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone fi ''� C2017 TUM,PiC, INC.@2017 EASTERN VETAL SUPPLY. BERTHA HVTM IL 7C767, AS■S■A■ Accordion Shutter System DLv EaADe#) w/CR w/o Dlv.YdNDOW 6tADE ;•�� :` American Shutter Systems rv.N o,:5eRPTICH DATE OPASN C7: LC- TtLLT s` T TESTING $ ENGINEERING COMPANY Association, Inc. , LLD +s-oes /v/+ WE 07j27/17 yC?t,-.rte t�� sus Nor s r ats. ra,srxca.<ncrsA u1 rfaus,t os)97r-lsso-F«:{305).471-1.3: 9268 westraads Drive 2 DRAWING No +S/QUAL 0,01"'+y - 0-00067 ' West Pclm Baoch, FL 33407 3 17-107 %FLIER A:TWT.b.P.E. i FAcu,6S SHEET P.E. SEAL/SIGWURE/DA 5 10 OF 20 SCHEDULE #1 SCHENLE 42 SCHEDULE #1 ?IA>314U?A SHUTTER SPAJ-I# 'L+" OR -L-" MA)al,'U?A ShUMP SPA."* 'L+' VAMIUM SHISiTERP SPAN*'L+- L - NOTM (fL). FOR INSTALLATIONS VI/ OR-L--(It) FOR OR -L-- (fl-) VMiNSTAt AMON rALLATTONS -LECENQ ,C�h �0 &-I�) or or INSTALLATIONS W/ j --- CENTERMATES CONCRETE & wwo (1) L+:VAXWJ AUa.VASLZ SPAY FO-1 A GWttl W/ ONE H.V� LOOK (& or @ or or CENTER & & LtANSVRy PDS A-S.D.DESIGN PRESSURE RATING. HD W NO LOCKING RODS or ONE HV LOCK @ or 'E .. LOC"S L-UA ALLGVVABLE VAN FOR A GUEN NIEWIVE L WALL A. u,u. o.P. 0. &S.D.DESCA?PRESSURE RATING. C. D.E. 28 29 Vl/ ONE yl/ NO LOCKIING RODS RLOSRV/0� MOUNTING F,K &L R. S, &V. ke-r LOCK 30 V1 I LONG (SEE NOTES T.tt) tYALV FOP LOJ�GIXG(D; (2)PROCEIDUFM TO DETERMINE MAXIMUM SPAN FOR RODS 35 TOP & BOTTOM VISEE SHE13 71 FLOOR/CFJLNG G. H. 1.11.1 T, U.W X WALL MOUNTINGS(rOP/8OTT0M)OR FLOOR/CEILIf4G: loo U41STALLATIONS 0 CONCRETE l;ttt)OO Cow-RVr V.OUNDNG & yJ 0 V1.5" It CIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, 1 ASA DO= AID-004ZI SIAIIATIMIS DEFEFLIANIE FJAMUU SPAN-L+-FROM SCHEDULE. PPISV.I"f WALL MOUNTING FI.00R/CEFUNG FE125= WALL t=111ft, FRESW- uo�r-lm GIVEN A NEGAINE AS.D.DESIGN PRESSURE RATI',%,G, MOUNTING FLOWCOWAG.L=NTViG ROCIT/pALL UCUUMC DETERMINE L%X=t;,SPAN'L-"FROM SCHEDULE. (13 L-w L* (1) 1 L-W to Ll C* G-) MAXII.-V SHUTTER SP,414-L+-OR L-"FDR iNSTALLATIONS INTO V.=SiIALL BE LWITED TO FINAL MAMMU ALLOWABLE SPAN 6 EQUAL TO THE k-3R is,-Q, I 16,-o" 30 W-o" 16*--Q* 20 W-0 W-01 1 105 Psi.A.S.O.DESVIC PF-zMRZ RAVIG. Ilr.%lfyW.4 DETIERfAI?4FD SPAN BEMIEN'L+"AND'L-*. 3,5 14V-10- -W-11W IF-2' 1W-G' 35 14*-10* le-101 - 25 IW-r t6'-tit' 40 IS-Itr IS-10* 14-2- 151-2, 40 IS-10* IS-101 40 le-2- W-2, (3) PROCEDURE TO GEMM41USE LWWUh(SPAN FOR 45 IS-I' IY-I' I5-4- 45 IS-1- IS-1" 45 137-4- 14'-3' t HV CORIZER MTMIATE 13 MAY BE USED AT ALL COUSINATIONS IX BE.VVEEN WALL VOUNTINGS )Z-S* 50 iz*-r IS-I" MOUNTING INSTALLATIONS, - V//FLCOR/CMVC MOUKIINGS: 5-5 —W-3- ll*-Tl' SHALL BE AS INDICATED ON MANDATORY CONOITION 12 FOR A GWEN POSITIVE A.S.D. DESIGN PRESSURE 50 12*-5* 12*-S* 131-7* so lf-5 LOCK11-SPFCInCATTOXS 60 55 W-10, ti'-10' 1*-10, 12-1 12*-Il- 55 W-10* III-10" NOTE#5,SHEET 5. RAUNG- 1 V-4- —11 4-4- 11*-7" 12'-4* =6 --:i` 11--4- w IV-z' W DETEMLINE- -T57--w io--io- I --To- --To- 65 V-i5l tc;,-I* 15 1 it 65 1 10 10 L,+- MAX SPAN,FOP NAIL MOUNTING INSTALLATIONS. 70 10-V W-67 10`-9' 111-51 70 Itf-e lo-s" 70 8"-w -4 LZ+=MAX SPAN FOR FLOOR/CFJUNG MOUNTING 75 lor-l" 10-1. ICr-4" 71--1'— 5-5 10--l- 10--l- L 75 tt EXCEPT THAT MWILV%iUT INSfALLAMNS. 80 9•-ie- Iw-T 101-0- 80 -s'-w SPAN%+OR*L-'AND UkV=U A-S.O.CESING FOR A 07MI NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 91-9, 101-5, 85 9 PRESSURE RADW FOR PWALLA17CUS INTO CalICRETE RATING. 91-Y 9-5- 70-;--1- -so 9-5- 9,-3* OR CONCRETE BLCCK SHALL BE LIMITED AS FOLLOV'IS: CETERUL%T- I- CONNECTIONS TO KEYSTONE MOUNTING L— UAX.SPAN FOR WALL MOUNTING INSTALLATIONS. -9, 9--2- W-10, 95 8'-9" LIMITED TO +64.-72 P-sJ-AND 8'-0' SPAN. SEE L2- UAY-SPAN FOR FLOCFZ/CEtUNO MOUNTING 9--7- 100 W-91 8*-4' MOUNTING(9)ON SHEET 7. INSTALLATIOXIS. 105 1.-7. 8'-9- 9'-4' 1-05 8-Y 7'-Ij, 110 IN --W--4- 7*-7- 8*-7- 9*-2' Ila W-41 r-7' k AL tZWjUU ALLOWABLE SPAN iS EQUAL TO THE ' % 115 8--2- 7'-3o W-III 115 SEPARATION TO GLASS SCHEDULE WN"JUM BETINEEN Lt+% 'L2+ 'Lw-'AND"U-' ]20 91-0. 81-9 8._G.120 L4)00 TO ABHOR SCHEDULE V41TH FINAL VA)UMUM 5 7--10- 6--8- 8*-0' 125 7'-la' 1 ALLOWABLE SPAN AND NEGATIVE ASA.DESIGN W-2' PRESSURE RAW40 70 DETERMINE MAXIMUM ANCHOR 13o 1 7'-8* 6-5- 7-10- 1-30 7--er WIND ZONE MINIMUM I SPACLVG. 7'-7- '—-F— 135 6'-2- -V 7--9- 135 ?'-7' 140 7--5- 5*-I1- 7'-7' 7.-6'. 140 r-51 5'-11` ASTM E-1996 SEPARATION 145 r-r V-q' 7'-5* 7--3- 145 7--3• V-S, TO CLASS 150 7:---2- 5--7 7'-4' 7'-0' ISO 7--2- 5-7*- 155 7=0- 7•-2- 6'-S' 155 7'-0' 1 T1-RU 3 160 6*-11--- * Z m V-7- 160 6'-11' V-2- 165 Cr I; 165 W-10, V-1, 170 13--2- 170 r -11* 175 -r 4*-S' V-9- 6'-0' 175 6*-7- 4--9- 180 61-6, 4'-8. 6--8- -7-—1v ISO 61-61 11-1. 01 HV BLADE 185 W-61 4'-V V-7' 5,-r 185 1 W-V 4'-r ISO a. . 190 W-4- 4,-S, 6*-6' 5,-V -4 195 195 6'-3' 4*-Y V-5* V-S' 6-3, 3 4*-2" 6--4- V-3, 2110 1 e-2- I D 205 1 6*-1'14-lail" 6--3- 205 1 jo- ddb FLORIDA BUMIN6 CODE(Non High Velocity HurriCOne Zone, C2017 IXTECO.CX� 020;7 EASTERN METAL SUPPLY,INC. BERTHA HV Accordion Shutter System A.S.S.A. H.V. RADE#1 W OR W10 FLV.W=N aADE k American Shutter Systems REV.I'll DESCRWMH C&II: CIPAWN BY-14.9W./Lil TIUJT TESTING ENGINEERING COMPANY 07/2-7/17 30S,Vww!A WWM nmoA my" Association, Inc. I OLD 15-M7/27 t ale 268 Westroods Drive 2 DRAWING No -..a:tzlwow. West Pofm Beoch. FL 33407 3 17-107 WAIM:R A.TILUT ".P.L nomok 1.�-#44167 SHEET p '7=0�RE/DATE X. 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ANCHORS IS 3 314.AND FOR BLUE TAP W/CAP ANCHORS IS 4 1/2. 4�-D' t4 t2 10 9 0 8 6 8 14 12 10 9 a 8 6 6 14 12 10 9 a 8 6 55 t4 1z to 9 6 a s a 14 12 to 9 e a a 45 t4 12 IG 9 e 6 4 35 A2)IMMAIM EMBEDMENT OF 114.0.3/4'ALL PONIS 50UD-LT ANCHORS SHALL BE 71e Rite THE POURED COW-RUE NO EMBEDMENT 74 12 10 9 8 8 6 4.5 14 12 10 9 8 B 8 53 14 12 10 9 0 8 6 145 4?S L7Nrs;q:45 OF VSC f1Yi �0 STUCCO SKA L BE PERMITTED. 1/4.0-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONG WN081M SHOULD STUCCO i4 t2 l0 9 7.5 5.S 3S - 14 12 SD e a 6 8 5 14 12 t0 1 9 d 7 S3 4 „E i� t9 L705;AND t'tLONeiNi FOR WALLS Wfiti NO SSi1CC0. 5•^D' 74 T2 TO 9 a a 6 6 14112 10 0 8 8 6 53 14 12 10 9 1 0 5 6 45 14 t2 IO 9 8 7 4 - 14 12 t0 4 a ESS 5 33 14 12 10 8 66 5 35 3 A.3)IN CASE THAT PRECASt STQNti PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE DOSING WALL OR FLOOe. 14 12 70 9 8 75 45 - 14 tZ 10 9 a 8 6 45 14 12 10 9 16 6 43 35 Ati!CHORS SHALL BE LONG ENOUGH TO RE"THE MAIN S1RJCiUrE BEHIND SAD WALL FINISHES.AtCMDRAGE SHALL BE AS INDCAED ON 74 12 93 7S 6.S 45 - - 14 12 10 9 0 73 55 4 14 12 10 9 8 6 4.513.5 NOTES Al)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDMG OR EIFS WITH OR WITHOUT META:STUDS CONSULT THIS M--NEER.FOR 5'-'D' 14 12 10 8 8 8 6 - 14 12 10 4 8 8 6 5 14 12 is 9 a 1L5 5 3.5 7N57ALLATLCt1 INTO fLf'S WITH t4ETA..STUDS SEE SKEET 2L7, 74 12 10 9 75 55 3 - 14 12 10 85 7 55 4 3 14 12 8 ESS 55 4 3 14 12 10 9 8 6 - - 14 12 10 9 a a5 S .75 14 12 20 8.5 8 5 4 - (B) TO DOSING CONCRETE t340CIC:(ASTM C-90) 14 12 a 65 55 3 - 14 12 10 9 8 65 43 33 14 12 10 t a 7 5 33 3 - 1/4'0 TAPCON OR TAPCOH WITH ADVANCED TWREADFORM TECHNCTDGY AXCHORS,AS MANUFACTURED Err LT.W.SU:LDEX A4 12 10 9 a 0 - - 14 72 to B a 7 5 4 14 t2 t0 9 7.5 55 4 3 - 1/4'0.3/4•ALL POINTS SOLID-SET ANCHORS,AS DISIRIBUfED BY ALL POINTS SCREW.BOLT&SPECIALTY COUPANY. 7'-0' tt t2 SO 8 ESS 4 - - 14 12 4 75 6 43 3S - 14 12 7 55 45 35 - - 1/4'0 BLUE TA'CONCRETE.ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASM40M DIRECT,IW 14 t2 10 B,S 7 4 - - 14 12 10 9 75 SSI 4 - 14 12 9 7 7.5 43 - - -1/4'0 TAPPER+ANCKCAS AS MANUFACTURED 13Y POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 ti 7 SS 4S - - /4 t2 110 9 7.5 K 4 - 14 12 9 7 . 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.OIC. 8'-O' i4 12 10 9 a 65 - - 14 12110 9 8 6 4 - it 12 SO 8 BS 5 33 = NOTES: 14 12 85 7 55 3 - - 14 12 8 6S 5.5 4 3 - 25 9S 6 5 4 3 - 8.1)MINMIM IM COMMENT INTO CONCRETE BLOCK OF TAPCOM,BLUE TAP W1 CAP ANCHORS AND TAPPER+ANCHORS t5 1 1/4'AND IAPCO'L 14 t2 OS TS 6 - 14 12 95 a 63 S - - 14 12 8 fi 6.1 4 - WITH A1VINCEO TH.READFORM TECHNOLOGY ANCHORS IS 1'. t3 95 83 5 33 - - - 14 12 10 8 8S 5 - - 14 12 8 63 } 4 - - 14 12 t0 4 a - - 14 12 t0 9 7.514.5 - - 14 12 8S 7 SS 4 - - 8.2)t NPAL1d EMBEDMENT or 1/470 s 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED UND THE CONCRETE BLOCK.NO 14 1IS 7S 6 4 - 14 i1 7 55 5 35 - - it 8 55 4.5 3S - - - FIl VENT INTO STUCCO SHALL BE PERIAITIED. 1/4.0-20 SS.MACHINE SCREW USED SMALL BE 1 1/2'LONG WNINUM SHOULD STUCCO 14 12 a CS 4,3 - - 14 12 85 7 &S 4 - - 14 105 7 5S 6 4.5 - - E705T,AND i'MQLIMUM FOR WALLS YM NO STUCCO. iS a5 55 4 - - - - 74 12 9 7 6 4.5 - - 14 11 7 53 4.5 3S - IO'-0' 14 i2 t0 9 7.S - - - 14 12 10 a &LI S - - 14 12 8 6 5 4 - - 83)IN CASE THAT PRECAST STONC PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DOS TING WALL OR FLOOR. 14 i0.5 7 S 35 - - - 13 9.5164 5 4 3 - - 10 7S 5 f 3 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BE LNG SAID WALL FINISHES.ANCHORAGE SMALL BE AS CMWED ON 14 tt 75 SS - - - - 14 t15 9 6 5 4 - IZ5 95 6 5 4 4 - - NOTES 8-1)&8.2)ABOVE FOR INSTALLATIONS ON WM SIDING OR DFS WITH OR WITHOUT METAL STUDS CONSULT TMS ENGNEM t0S 0 S - - 14 12 8 65 5S 4 - - 13 10 65 S 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. t4 12 10 - - - - 14 t2 4 J 6 4.5 - - 14 i05 7 55 43 ]5 - C ANCHORS SWILL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND' IfICARONS OF THE ANCHOR'S MA UFACIURER. 11'-0 123 BS 5 - 1Z 9 8 4.5 4 3 - - 8 7 45 3S 3 - - () t4 t0 7 - - - - 14 105 J b3 15 - - i15 85 55 45 75 - - {p) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACV.G RELATIONSHIP FOR ANCHORS. 95 7 4.5 - - - - 14 115 7S 6 5 - - - 12 0 6 4.5 4 - - - t4 12 10 - - - - 14 12 8 05 55 - - - 13 10 03 5 4 - - EDGE DISTANCE VERSUS SPACING^SCRE U F FOR ANCHORS: 72-0'CTS 83 43 - - - - 11 8 S.5 4 33 - - - 8 6 4 3 - - W"&U ANCHOR SPACINGS ARE VALID FOR£DOE DWANCES RrZWATED BIION.FOR E D.LESS THAN THE R:OICAdEO.REDUCE A CHCR SPACI.O 3S 95 6 - - - - 13 95 65 5 4 - - - 103 8 5 4 - - - BY MULTIPLYMG EPACV:O SHGV;011 SCHEDULE BY THE FGIAOr1NG FACIDi5. 13 tO.S 7 85 43 - - 11 83 53 1-12--5 - - - F-rDWED SPf1SIG OSTNUD U9t.R FACTOR SHALL 140T EE ice.THAN UINIUULi SPACrZ INDICAMD FOR EACH ANG4pR TYPE_ l3•-D' 14 12 - - - 14 11S 75 6 5 - _ - 12 9 6 45 4 -• r = TACTOR 0.5 a - - 10 75 5 4 3 - - 75 55 4 3 - ACTUAL TAPCON WITH ADVANCED TAPPER+ 125 as - - - - - - 12 9 6 4S 4 - - - 95 1 5 4 - -I- - �►E OR DICT TSN THREADFORM TECHNOLOGY ALL PTmtri SCUD 57 BLUE TAP W/CAP MIN.SPACING 8 5 _ _ _ - - 13 9.5 6.5 S - - - - 05 7.5 5 A - V ED. MIN.SPACING s 3' MIN.SPACNO-3' Mitt.SPACING-3 1/2• MN.SPACING a 3' 3 3/4' 4' 1f :i - - - 14 105 7 55 - - - - it b5 93 4.5 10 7.5 - - - - 9 7 IS 5 - - - - 7 S 33 ] - - - - V !� W POUREDNC CONCRETE BLOC & POURED 00�TE naL EtI/f PC CONqEDCRETE ETE BLOC & POURED CONCRETE&CONCRETE MIL CC6EtE�'B11 iia a t1 6 S3 45 - - 0 6.5 45 - - - - HVWINDOW C'Oti^t EL BLOCK 1 Efl.3 112't8t Eik•2 t1Y WL M.38Tt Mot •S EA.3 11Y DTVI ER•2 t/Y VOL Eu.r t2 D 6 - - 95 7 45 - - - - 3' 1A 0.80 1.0 0.78 1.0 Ob4 to is-o T4 _ - - - - - 135 10 IT - - - - tD5 a s - - - BLADE WORKING 2 :/2' - 081 I.a o.s7 t.o 9 - a5 65 4 - - - - 65 } 3 - - - IN UNISON ♦ - _ _ _ 10 - - - - - - _ 10.5 8 5 - - - - 8.5 B 4 - - 2' 0.71 0-61 7 - _ u 5 8.5 53 _ _ _ _ _ 9 B5 45 - - t 3/4' - 0.81 - - - 0.43 - 15'-0' tf - t 95 6 - - --F-- t0 73 5 - - - - 1 1/2' 035 - - 0.35 - e - - - - - - 8 6 4 - - - 6 4.5 3 - - - 93 - - - 95 7 s - - - - FLDRdJA BUIIDIPIG CODE(Non-High Velocity Hurricane Zone a1TF- TJ X12017 EASTERN METAL SUPPLY,INC. 1 . jar 02017 11LTEC0,INC. �•' .cFr�s ;= �._ BERTHA i' VTU 17 Accordion Shutter System i L. E c o Hc. /li►A.S.A■ H.v BLADE#T W1 OR W/G H.v v MIN BLADE TTLLIT TESTING & er(GTNESRRNG COMPANY American Shutter Systems EV.Ift DESCRIPTION GATE GAA6.N BY: LC. 9°: q]FO 6:�NII/.3e� St.6t..A^5.1t MIZA"ROD&FLOWA 331 Association, Inc. I OLD 15-085 /27/1 DATE: 07/27/17 O• 4268 Westroo0s Drive z +.!'1''; ti Ftsoce:t3051871-1530,Ica:(355)871-1531 DiRAV1iNG No tests iDA C4 e1t4 4 EG-=67111 /est Pofm Beach, FL 33407 3 gZ� t4' WALTER A T1LUt P.E. 11SHEET 17-107 P. 5 ',(»1 REfDA.1` noLwa um 44187 s S E OF 20 c m Gra Z C) c o Lj W_ 3: N M g =3! Mtn WW 'G3_ 1 c O'Z Lo Z 0 C-3 ow cm W'01 0 6 111 LLI- OZ— E o 95 ce a1 M cad CL 5__C 02 0 E o Olm-a 3T V, C. i-21to 11 L L i 4.1 1 1.1 1 t� ' 4 1 Y 1 I I.t 1 1.1 1 121 1 ............. 2 11-lild, .. -74 ........ ..N Y1 . 01A 0 .1nitv A n.1 ......... ........ . _=: =40.0...A»»»H b N 01 cu: o MAIm vIn»I :m hp IN n I, 1-1-+ N.NN n-1 'A nn_-1--1... ' llnj 1 114 # 1 1 1 1 it I It It It till Mill I I t I I I I I I Il 14 N1 21;f!,.2 2 2-2 ......... It 4 , 114 1 1 1 111 fillf lilm it 1 . 1 1 t I, fit 1 11 t 411 1 1 11. 1- 1 1 1 1 1 1 1 dt 111 1 1 1 1 1 ........... - , It UA 91212le 0121212 91212 m 2 2 2 9 2 0 2 2 0 0 2 M. N—F. tf :t 'o III's 0 !2 MAXIMUM ASD D 1 N PRESSURE RATING (o»7 f) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in) SCHEDULE FOR A J�X SHI R SPAN, EGATIVE A.S.D. DESIGN PR SSLtRE RATING AND A CORRESPONDING MDUnNG TYPE. (SEL UOUINUCS 011 SAM$ 16&17).. c==z L_.-.1 B T R.AT F-=- SPRUCE PINE FIR NORTH SPRUCE FINE FIR SOUTH SOU N PINE Pe„ SPRUCE PINE SPRUG PINE SOUTHERN PINE No. 2 Y7/ MIN. G=0.55, l j2'MIN. CDX 2 WJ t1ItL G-OS5. FIR NORTH FIR SOUTK DOUGLAS FIR Wj M[N. G=0.50 W/tLU:. G=OA3 lj M1N G=036 PLYWOOD WN.G-Om wJ lv/MIN. G=0.43 W 1a N. G=056 UAXNUU SPAT.(e) WALL MOUNTINGS CEILING MOUNT I WALL MOUNTINGS CEIUNG MOUNT 7 WALL.MOUNTINGS CE11UNG MOUNT T M, N, 0 & R FLOOR MOUNTINGS Rt, N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS WALL MOUNTINGS e.0,wA1L MOUNTINGS Bc. WALT.wuNnNGs B.O.WALL MOUNTUNGS W & X W &X W& X P & Q S&V s&V S&V Ir:ar tEry41R7s>W lute(� t07N F(uA'r RLtlFI E4N6(F.+1 [6pf tLTA'rE R!�OCTC{�J Dsm raxus PtsFE Tc7D(p1 �lrwx r�as4ee rpj o9;,Y rcx».a 1F�tE ex(� rna tEDce e1�Ern:t�j • asa t�l�rx rr,5c r� O30s ffi'L R3Sx1Lri�F�Li7 031f k'�R�Ui 1ktG f}x€ 30 40 60 75 90 OS 3p s0 60 75 90 05 30 40 6U 75 90 05 30 40 60 75 190 R05 30 40 60 75 90 05 30 40 60 75 90 05 3p s0 EO 75 90 OS 30 40 60 75 90.05 30 40 60 7S 90 iO5 30 40 160175 90 05 '-0'OR 12 IO 10 9 $ 8 6 6 616 6 5 12 10 1019 18 8 5 8 615 6 6 12 110110 9 €8 8 b b 616 b 6 6 5 414 4 3 12 tit 12 t2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 4•-0+ 12 10 101_1_ IT 8 5 fi 6 6 6 6 12 10 1019 8 8 6 6 6 6 6 6 1Z f0 tO 3 8 8 6 6 616 6 6 6 5 414 4 3 12 112 12 112112 12 12 12 12 12 12 12 12 12 12 12 12 12 c•_0+ 12 10110 9 8 -8-pi 6 8 fi 6 .5 t2 10 10 9 b a 6 6 6 6 6 5 12 10 10 9 8 7 5 16 616 6 S 6 5 4 4 4 3 12 12 12112 12 12 12 12 12 12 12 12 12 12 12 12 12 05 10 10 9 8 5.516 6 13 6 5.5 4.5 12 10 10 9 5 6 6 6 5 4.5 12 10 to 9 6 35 6 6 b 6 5 5 6 5 4 a 5 - 12 12 12 112 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7•_p+ 12 10 10 9 6S 4 6 6 6 .5 45 4 12 10 10 9 5 3 6 S 6 5 1- 35 12 10 10 1 5 - 6 6 6 5 4 35 6 5 4 4 - - 12 12 12 12 12 12 12 12 72 i2 t2 1 t2 tZ i2 tt58.5 75 8'-0+ 12 10 10 7.5 45 3 B 6 6 5 4 3.5 12 10 10 6 5 - 6 5 5 5 3 12 10 10 4 - fi 4 5 15 5 3 6 5 4 - - - 12 12 12 12 12 12 12 12 12 12 it 9.5 12 12 15 9 756.5 9'-0• 12 10 l0 5 35 - 6 6 5.5 .5 35 3 12 10 9 4 - - 6 6 45 4 3 3 12 110 4 3 - - 6 6 4,514 3 3 6 5 3S- - - 12 12 12 12 12 P0. 12 12 12 1°95 8.5 12 12 10 8 6S 5,5 10'-0' 12 10 7,5 4 - - 6 6 5 4 3 - 12 10 6 6 6 4 5 3 - 12 10 3 - - 6 6 4 175 3 - 6 5 - - - 12 22 12 12 i 95 12 12 12 0 8S 75 12 12 9 7 6 5 12 10 5.5 - 6 6 4.5- - - 12 10 4.5- 6 SS 3.5- - - iZ 10 - - b S 41- - 6 5 - - 12 12 12 12 10 8.5 12 12 12 9S 8 7 12 12 8 `65 55 4,5 12 10 4.5 - - 6 6 4 - - - 12 10 3.5- - - 6 35- - 12 i0 - - 6 5 3S- - 6 5 - - - 72 12 12 i s 95 $ 12 12 11 8.5 7 6 12 15175 6 5 4 12 f0 - - G 6 - - 12 10 - - - - 6 45 - - 1- - 12 7.5 - -K64.5 ^ - - - 6 a5 - - t2 i2 12 10 '8.5 7.52 t2 SG 8 65 55 12 10 - - - G 5.5 - - - 12 7 - -!- 5 45 - - - - 12 7 - - 5 - - - - 6 3 - - - 2 12 72 95 8 6 12 12 95 7.5 6 4.5 1126 -1- 5 - - - - 12 - - - - - - - - 6 - - - - 12 12 11 9 5 S 1Z 12 &5 7 8 4 1212 - _ 6 - - - - - 12 - - - 1- 5 -I- - - - I 1 _ - _ _ - - _ - 6 - - - - - 12 112 0 e5 65 4 j&=8 6.5 5 3 31.5 .5 SS 45 35 - 10 HV BLADE OR �� HV BLADE W/ NV WINDOW BLADE WORKING IN UNISON* •S¢uv-Anas rt LbE FOR t NOTES ON ANCHORS REOUIREM S: WOOD SUBSTRATES. t.ANCHORS TO WALL,FLOOR OR SOLID 11000 SCmT SHALL BE AS rOLLlrA'6: 3.SUaSTRATE SMALL CONSIST OF THE FOLLOW04. --50UTNEFU PWE No.2 W/0-0.55(NAS) EACH SECTION(ON SHEETS•1AS UFACTUREO BY Li.W.SWIM W/N�M1:StuAt Eb1EECHE11r AS LVDICATEO AT -OOu2As FIR Vf/0.0.50-SPRUCE PINE AR NORM W/C-0.43(NAS.) EXCEPIM SEE h1DTE 2 6ELOW. -SPRUCE PRE FIR SOUTH W/GR0.36(ILOS.) -INH.1/2»COX PLYWOOD(1988 APA) 2.ANCHORS TO HOLLOW SHALL EC0 BE A5 PER A»AUNfiNG TYPE V.SHEET 17 AND SNfAIL COtNSiST 0f LAD SCREWS AS PER NDS 2015 2015 5PECiF1CATIONr- 4.ANCHORS SHALL BE METALLEDMETALLEDrOLLOYtdiO AT.OF THE RECOYt1E741a30.`t5 AMSPEC1i1CATWF6 OF tME ANCHOR'SC40TSWNOFACUREIt. ;FFru"�'i'�'.., FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 02017 I'VEM,VIC. 0472017 EASTERN UETAL SUPPLY,INC. CFltg �� BERTHA HVIm A A Accordion Shutter System 7TE INC. . . . ■ H.V.BLADE#1 W/OR W/O TLV.WINDOW IAAUE ,�• T€LLlT TESTING & ENGINEERING COMPANY American Shutter Systems rv.N DESCRIPTION DATE C9aA1,Or. LC. Association, Inc. 1 OLD 15-p$5 /27/17 DATE- 07127!17 sass rrc Dam.5:..s..3n,VFGYU GAG W'NS.rlDxi'A 331c r«:po5)87t-Tut 4268 Westraods Drive 2 DRAVANG No Y S'S*��1'~{t!�1'JI • +,'(,»ytt *-.1:taI-00a,rs" West Palm Beach, FL 33407 3 t+� (1�J + �•„j�Ni A!•�', ,j1411 WALTER A.TILL?1a.ex- DATE 3!'��U! P.E. SEfEtSi?,StAiUREJDRIE rLa�DA D`/N767 6 SHEET OF 20 t INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & Q HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLAT jONS_lhITQ WOOD W TH HV BLADE(1) AL Y ON S L L_ H /-"ALL FWSH BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SESHEEI 19 FOR MAX SPAN & _I/ "OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH 8 DIE (1) UA WORKING IN UNISON T=4=ADVANCED THREADFORM TECHNOLOGY /27 M�ZjrTION ROMANCED 7HIRMFORM TECHNOLOGY 'T/ t "/4�._TA=1111 OF w/I Ilz"wm_ ZPA17,01`f OF THREADED AREA 70 EXISTING SEPAROW) EXISTU. HEADER. VIOCCI HEADER.(SEESCIHEME ON SKEET 15) TO MASS(SEE -20.3/4'S.S. OR (SEE SCHEDULE ON SKEET 15) 1/4*6 Salmul ON. SCR' W/1/4�20 IWIS 11 FOR MAX @812'MC xv, ON SHOD 15'D M IRAYS 0 IDGsOKG I CLASS--i I y a N pGi1S1\UII tt 7 WALL f NO Ulu 7_"- QOR 6k I i I � i.. OR D(ISIVIO Ltacttil "WO --H HEADER REWHEADER REOUM I RED 2*.,V WOOD 1/470 TAPCON OR TAPc011 VC,.4 ADvArICED W/ THREADFORIA TECK110LOG 1/2* EXISTING I WL SEPAPAT04 ON OF 1HREADED AREA TO CLASS TO QASS(SEE EXISTING W=HEADER, __(S;ffzSrARATjcN TOGLASS k (SEE SCHMeLE CII SHEET 15) SCIOXU ON SHEET 31)-- FOR EWLE ON SHEET ON SFW 19 2*X4-COUT.SILL e-Acm(D&q) PLATE FWD. 11 evae OFOr GLAS" ( )HV WALL HEADER INSTALLATION@HV WALL SILL INE LLATtaN HV WALL HEADER INSTALLATION I UJIL SEPARATION TO GLASS NPa SEPARATION TO GLASS EXISTING SEESCH:DULE ON SHEET 11) EXTSTV:G (SEE SCHEDULE ON SHEET IT)- 2 i4 MASS---i I WN. SEPARATION TO CLASS t 114*0-20 'S.S. moo SEE SCHEDULE ON SHEET 11) AIAC"E SCREWS I/eO-20.3/4r Ss. 10ACKNE$CREI'M,W/ USING 1/4--20 NUTS 0 12* WALL 1/4*�-20 NUTS - FINS" OZ. E e T2'ac27.TWS ce @ CR ro 2X4 LJ 1/4'0 TAPCON OR WM AWN400 714READFORIA TECHNOLOGY*/1 1/2' 6. Irm PWETRATION OF THREADED '2'-�_-p TE I I ro Ile.TAPCON OR TAPCON WTH ADVANCED '&�P. AREA t *-, TA RED. EXW7IG WOOD HEIDER. THREADFORM TECHNOLOGY V11 1/2* REQD. (SEE SCHEDULE ON SHIEET 15) WIN )-SEE SHEET 4 FOR TYPICAL W..PENETRATION OF THREADED AREA INTO PLY6,000 IHRMFDP%f TECHNOLOGY SHUTTER ASSEMBLY. -7 (SEE SCHEDAE ON SHEET 15) EXIST1014 NIN 2.4* pL)rjjCC;0 REC-D. VT"T/2j Ir-PENVRATIOII OF 2-MOLTITOIC SECTIONS CAll BE T LIjf2i*M.CID T2 CII.I.Grz. Ik ,EI \_WALL FINISH STUDS 0 W Or-11AX fvft.�I D AREA 040 PLYWOOD COU&NED IN AJff WAY TO 1/2-wN.COX PLYWOOD REO-D. fWD.PMI="a sc� WALL (SEE 504MAZ ON SHAD 15) SUIT ANY INSTALLATION. (R)HY WALL SILL INSTALLATION HAND MSN.Z'W STUDS 0 14V D.C.MAX.RWO. ATTACHED TO STUDS R- PI.W/0OD TO BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE Wall SECITOIJ 2304B CIF THE (Q-)HY WALL SILL INSTALLATION *ZZE(01AGN ZS-,or F.B.C. FLORIDA BUILWD11 CODE(Non High Velocity Hurricane Zone "t, ..1S T .......... 02017 TXTECOI Vic. 02017 EASTERN METAL SUPPLY.INC BERT WA HVII4 A. Accordion Shutter System S.S.A. H.V. aAX#1 W/OR W/O RV.NtrroOYr MADE American Shutter Systems Rrv.N DESMPnoll GATT aunty BY: LaMLUT TESTING & ENGINEERING COMPANY Association, Inc. I 01-D 15-086 7/27/11 We 07/27/17 6355 t4w.--fvI U.V_=1 V$=iA""CUM naRc.Mitt gzz 4268 Vlestroads Drive 2 —DRAY.4NO No con West Pcfm Beach, FL 33407 3 0 — 17-107 WPITER A.TEW�'F.E. -4 P. FLORZ4 U.1 44167 5 SHEET DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & ' HV*-BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BUDEIn ONLY SHALL BE LIMITED TO 105,0 12sf. A.S.D. DESIGN PRESSURE RATING. SES 19 FOR MAX SPAN & DESIGN LOAD FOR IN-STALLATIOTH BLADE Cl)&--AA) WORKING IN UNISON 1/4-0 TAPCON OR ED---f—;Zrl ADVANCED 4*.r �W LtlL TAP- WOOC EDGE(IF APPLICABLE) TECHUMOGY STRUCTURAL ACEOUACr- if WDOO H DER IVACHJNE SCREWS FZEC61TM ENW�ECR OR WO Go OF EOSANG'WOOD BE OF To 11' TO BE CERWIED Df Go (SEE r VrI e4 ARCHITECT PRIOR 10 %-S OR EIIISTIIIG '.Ed E51--. —;7' RAFTER 0 24' 0 SH IM UISTALLAM4. t/2 12. 4�!D NUTS O.C.REOUIRED OR OR@ EXISMIG SOFFIT T ADVAhCED THREADIFORM ECH"CLOGIr —3/4-Lt.,TM TE 40/4' A'x4-xll8-CONT.ALUM.TUBE i ED-1 fil DOSMIC WOOD WEAVEIt SJM-S� - (OG83 16 ALLOY)Al Q G*oc� IVO LAG SCREWS TO Or ism SCHEDULE OT-*slim 15) or@or@ or @ P.)SYRAFTER OR TRUSS @ LOCATE LAG SCREWS AT MI(VWTH OF COSTING;WCO • EGSMG M21 2.4' LOA R.(2'Ar..NOMINALD EYJSTING--4 HEADER REQ'O 11 11 i q CF101 HOLE AT EACH WIDTH)W1 2 W� GLAS Wt.SEPARATION TO GLASS - ACCEPT S IL-- - EIM S'w TO PENETRATION OF THFWADED (SEE SCHEDULE ON SHEET 11) 5116*0 LAG SCREW AREA.VALID FOR INSTAL-ATICNS%1TH 72po1 I MAX A.S.D.DESIGN LOAD AND 9,-0-Lm-SPAN.THIS @HV WALL HEADER INSTALLATION 101cm,0�SfEr PISIAL-AlION ONLY VALID tl AT CENTER OF TLIM 704AZOM WL SEPA14=t TO GLASS= IS 10 IM eum FOR WOOD w/LAN.SPECIFIC OR v FIX wa M-w CRAWIr OF 0.50 AS DOUGLAS (D (7�'*�01,"'i, a C"sw Is FOR II MIZES r'&O FIR OR SOUTHERN PINE N..I I-SFE 4 rGR TYPICAL SHUTTER ASSOJW.Y --@OR OR EQUAL 2_uot SECTIOn CAN BE COL120M D SW ANY INSULLAXIOM T;HV CEILING INSTALS Wt 5!F'pA;O`I WHY CEILiNG INSTALLATION --ODOR @* 'S=fad I SEPARARai *11 SEPARATION TO CLASS d".G -TO CLASS SCHEDULE 014 SHEET 1IT— fw, ,---(--U" EXISTING ON SHEET 11) CLASS eJOfsyaLLlj (SEE SCHEDULE ALI LOCATION It I @h T WALL E`O it IINSK •• /4'j 3/3 in. Ulm TEK DECK REQUIRED 2*.6*L04,W SCRM 0 12'oz (NOFMISH DECK ?ED 0 AU-.tD) F"SH ASLO LE EDGE OF DECK EDGE OF OM T APPLICABLE DECK IF APPLICABLE IF APPLICABLE V4;0.TAPCON OR HEAD 2- A N WITH ADVANCED ail, MACHINE SCREWS 1/4�O TAPCON OR TAPCON WON 2.4•CONT. READFORNI TECHNOLOGY --20 IN SILL PLATE 1/4-0 TAPW;OR TAPCCIJ WITH AV-A'I--ED THREADFORIA TH 7S THREADFORM TECHNOLOGY W/ 1 /2 2*MIN.—I D. g( 1 1/2'fAi..PEI[ETRATIONt 0 12 O.C. TECW*LOGY IV/ 1 1/2-U�M�ETRATXW OF THREADED 2'MRL PE!"-ETRATION OF THREADED R THREADED AREA TO AREA TO EASWr.Vr;O:I HEADER,(SEE *%NOW f on COSTINC Awn HMER. AREA TO E)OSTM -SADEP-(SEE ECHZXXE SHEET 15) I r LE I *�p SCHEDULE ON SHEEP I$) OX BY WALK—OVER INSTALLATION (SEE SCHEOU ON SHEET HV WALL SILL INSTALLATION 5'FOR @1-4V- FLOOR INSTALLATION ROMA BUILDING CODE(Non High Velocity HUrricone Zone,' W017 TIRECO,CIC. 02017 EASTERN METAL SUPPLY. INC. BERTHA HVTM Accordion Shutter System AwS.S.A. KV.OLADE#1 W/OR W10 KV. WNDOW aADE American Shutter Systems kEv.& 0ESCr0T)w1 DATE DRAWN ft UC. TILLIT TEST ING & ENGINEERING COMPANY St.ZZ�%V=a CAMD4&FLOUDA 33JU Association, Inc. I OLD 15-085 07/27117 GATE: 07/27/17 A. CZ5.ax MA. pt,-.i3V,)873-1530.I--(305)871-031 4268 Westroods Drive 2 —DRAWING No ............. Z$4�I. -..6��. — X Eg-=6712, —107 "51 �..a:Lit� West Palm Beach, Fl. 33407 3 L E0 WALTER A TILUT J'.P'S 17 ................ FLOtZOA U--I 44t67 SHEET P.E. S RE/DATE 17 OF 20 END INSTALLATIONS Cl) HV BLADE OR it WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS r Fxran rsa•�..� XN .0W sum 1 it rr sn a f l II i'� f v r n vtF rwzt (AS ORCABLE) (Div; ro,jz taz rzstw:aass� I rt• sirms�CaO�u.`'' 4 � �1 � • #rs:uc wss• � a"� ocsn.c cuss t t� cam: unss t�t0 , �. tr2• t coxe 509DL sU a,sea wrn, rr cx m c�sssr"` m cxs i,es wx tt ta,0,cxfo �-flur et seaxxcx0. s5eruc spm �s rl arra �... -�-' w se z is t r" {ems-sal tae. maa, +/s•sae cxa -- rs sa:artc[G+ro rlr ,r Fart a,ze T.0 [!A'IES@k AWY,CIGSER Rtt,t1�7.. 73136 16 FKi ! 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Q■ ■ „A, Accordion Shutter System KV. MADE#t w/OR W/0 KV.WNDON MADE *� * TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems ty, 0£Sta pfroN OxTx OWN m: Lc �p ea s l a sx.at.. as u�Nran c,a>sa,rta3aa�3, Association, Inc. 1 OLD IS-•ass 07/27/17 CATS: 07/27/17 (305)971-7530.Fcx:(305)871-7531 4268 Westroods•give 2 DRAINNC t•Jo �4 a-rtsa:mtoco0m ran West Palm Beach, FL 33407 # ss�Ojl/ i. jy : tL ,:.sit.F.pc 17-107 P.E. SEAL/SIGNA7l1RE/DAI- n0�`` e"'g7 B 18OF 20 GEN£�R+( t. 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FMCARB"TE HJ HTNDO'W�M}SHALL BE LY5fALlEO SA TABS FACE SEE END N , , • , , , g,` , 1EIE IMEfOOR OF THE OPENTG NC PROTECTED.Hv vfNDtA! MUST BE ONLY NSTALLED AVD LOCKED USP2G A Hv SETTING TOOL,.P�D By ASF. OETATLS ON SHEETS INC. Fl & 18 TYP. '+k FUEL HEIGHT. A 6.SEE ANCHOR SPACING SCHEDULE FOR LVSTALLADONS INTO WOOD FPAVE 3 t BMLDNOS aN SHEET 15.AS LIMITED Of SPAIN AND DESIGN LOAD(SEE NOTES rz P P �:3 � i &2 ABOVE). �a !kl N 7.NEE ANCHOR CCWG SCFOR MS ST WO POURED COtiTRET_l OR CONCRETE 6T=WALL ON SHEETS 72 jj j &11 AS tiDBED BY i SPAN AND DESIGN LOAD(SEE NOTES i&2 AWK). 8.k=MUL SEPARAYTON 70 CLASS SCHEDULE.PER ASTM E-1996: (SFE FOR ftEa EME1RS) _[ TSP TCPcp Er sarEau y7 ty tpi }G4 (} 7 I WINO z(#E LR{ONii SEPARATION To CLASS D i1UGED CIIOTTI 1 THRU 3 /• ELEVATION717E Sk AATCIN TO CLASS s — 625• EXISTING GLA55 SEE SCPEDIAL ON%W T 1 FOR HAx© _-,.�,��, Alp rrN M15 F3'�E"FQi CNADES(1?dt Q ------------ "\ T"yp- C16- z ALTERNgj�OPP4 E�0�,NTBMAM�jR W/ EX m0ft ONLY1 iJ BIID WL ( 0 25(SEEN 4 Bp OVES Q03 TYP. 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SM/S MIATURE/DATE 6 19 OF 20 INSTALLATIONS WZ (D HV BLADE & HV CENTERMATES 1 43b INTO METAL STUD WALLS WAL SWCr 6 O.C. 0 41 Q I so -------- 5' $c 3tl raENERAL LIM ONS AND CONDITIONS OF USE I Ira NOMINAL if ALJJMINUM SLEEVE -41-- FOR BERTHAQ)HV 13LADE ACCOR121QN SHLfJTER 6063-TS AUOY C1 31C.S 2/4'.DMV Twat NSW,i IqD ! 4 O.0 Q�MM INSTALLATION TO METAL SMUD WALLS ASIM A-M Co'�T`A1VME,rafla V oc 67 SEPARATION TO GLASS SCHEDULE 3.000- GALVA.-OZED FASTENED to STUCS -�EICSMIG FNISH 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) W/(2)I6.1/2-TEX SCREWS CH I @j 114MR&EX1TR*R FACE AS APPUCAB-X 2. MAX. SHUTTER SPAN: 84' MINIMUM WIND ZONE ASTM E-1996 SEPARATION - + EXISTING GLASS--A WN.SEPARADWI 3. AUOWED MOUNTING:0 ON THIS SHEET. TO GLASS _(9) '10 CLASS @� (SEE SC*EDULE) 4. ONLY4EENTERMATE(Q21 wl(R FIV LOCK ARE ALLOWED I TM 3 1. 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V L An W V415 1 1 -U4 SIDE CONNECTION TO TRACK \Z/ _3 1/4-(Typ.)—6 1/2"(Typ.) 7' r- —6 I/r UM S-ACK **— I HVB -BLADE SLACK REIALL HVE BVQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: Jtf...... iI/Q//-"", 02077 TLT=.Mr- 02017 EASTERN uETAL suppLy.INC. k r-- BERTHA HVIM I e Accordion Shutter System mc. /70ECO 7\ A.S.S.A. jjV. aj6DE#1 W/OR W/0 KV.WINDOW RAM American Shutter Systems ?LV.N. mcwwfi GATE TIWT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 15--085 37/27/1; 2ARTAE.-wx 85/27/7 La sw nc; =56�SZ=4MCIS.FLOFW�3311H 4268 Viestroods Drive —2 ;1. (305)871-153a.F�-(_XIS)87I-IZ3I — RAWING No fffnlol Vit=ow� West Palm Beach, FL33407 3 D 17-107 ISF 4 ...... WICLIER A.aVT_V.PX_ FLORIDA.U--8*4167 6 SHEET P.E. S E 6 2O OF 28