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HomeMy WebLinkAboutProduct Approval lorida litmldmg code umme mtps:rrilorioamnicing.orgipripr_app uxi.a!ipx:purdur-vur-m.Aywu-iy... 4 e .. tnry-yam �y`,s �: 'Y•i� AC'S � xfi .[-r 1, u a.. . Y^Ye .%i. d..- -.a....- l'+ ._. eW Home Log In User RegstrEkMn Hot Topks SubmtSMdMrjZ its 6FaUS pubmum FEC SMS EM Ste t420� Uft SSMth 8usire§ p Professibr�al r MR..PctApprovsl usEa:p -cum .. .�f•.i,r Cy.i:: }YAG! Avcrv✓gi I,Enu>IIr u_c2 or AnS xn�-�;r >�,.,`�.�•n Zist>d 'Y.^.7i QatO FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetai.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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,3r.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Aareditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Sohn W.Knezevich,PE Validation Checklist-Hardcopy Received e Certificate of Independence FQ39 P.8 C¢L—HV ACCORDION CI fiONHVHZ.odf Referenced Standard and Year(of Standard) 1'vtandard y ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/d7/2015 Date Approved 06/22/2015 r of 2 7/7/2015 4:54 PM riorlaa tsuiiatngt-oae mune nups:/Jnoriaanufiain&orgiprJpr app au.aspxrparam-wLjr-vAywwq... FL 0 Hodel,Number or game Description _ 389.1 -- � "Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracts(top and - f (Non-HVHZ)-Drwg 15-086 bottom)for storm protection •Limits of Use �...�...�.^.__.__..._____.._._....Inslailatlon Instructions ' Approved for use in HVHZ:No FL389RSS.S.A.INC. n%JGj5&A f.Sf { Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc, 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A -Evaluation Reports Other.Large Missile Level"D".Max span is 12=7"for 35 psf positive FQ59 R8 AE A. S_A INC. P.E.R. DRVJG.15.086.edf i ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o vAndow ! blade and 8'-11"for 62 psf,9-6"for 55 psf HV3 blade w/window blade ! working in unison.Max.span for HV3 blade ov/o window blade for Installations Into Metal Stud walls Is 79"for max.ASD pressure rating f of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and i ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade i Extruded aluminum Interlocking blades retained by tacks(top and Only-(Non-HVHZ)-On-ig 15-085 bottom)for storm protection Limits of Use Installation Instructiolm Approved for use In HVHZ:No Ft389 R8 II A.S.S�A,INC. DR��iG,k,S_085.-if i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A ,Etrohmtlon Reports i Other.Large missile level"D".Max.Span is 26'-0"for 30 ps.f Ft;S9 FR9 AE A.S.S.A.I C. P. R,-QRVVG.15-085 HV.cdf 'negative ASD load depending on centerrnates and locking rod Created by independent Third Party:Yes configuration for the HV1 blade,8'-0"for+64,-72 ps.f.load for HV j blade for Keystone mountings 7-0'for+75,-75 p.s.f.for metals stud t mountings and 8'-0"for 110 p.s.f,for HV3 and HV1A working In unison. i See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. '389.3 Bertha HV Acwrd(on Shutter-COMBO- _ Extruded aluminum Interlocking blades retained by tracks(top and - (Non-HVHZ)-Dnrag 15-084 bottom)for storm protection � Limits of use i 8t1s4aliatton Instruetians Approved for use in HVHZ:No Fi 3 9R✓ _(j .S.S,t-_INC. d'JG 15-084.ndf Approved for use outside HVHB:Yes = Verified By:American Test Lab of South Florida has. E Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure.N/A 'Evaluation Reports Other:Large missile.Max.16'-0"span at 30 ps.f ASD load for Blade 1; FL33? R8 AE A.S. WC. P.E.R. DPVJG—I!i-- and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively [�dt .-::1940 florid P'mtma Suer{Mhas4G B,32399 L'1YLF:850.487-1824 The StMe OF?odda is an AWW employer.CMM 2007-2011 State of Fbtkta.;;pM�acv mpYc;; asci r^.3v Statemcant::D�flmd Sty mzrtY under Fbrlda tat[,emaf addresses are pubs mcotds.Uyou do not cant your e-mmaeddrem Weased in tespam to a pub.1c-records requ3st,do not send eiD=nt re[c]to lac;etd8y.Instead, contact the ofke by phone or by traaonal mai tryou have any quas0'o115,Py!-s2 Cant=850A87.1395.APLRMrd to Semon 455.275(3).Ftodda Statutes,ORula Cdober 1,2012,trensass ycensed order Chapter 455.FS.must provide the Departmen rich an erne]ad&ess tram tove one.Thq emus pmvtded may b2 used rorofWal mmmuntmn vch the Oman.However email addresses are pubic record.A you do not vish to supply a personal addmss,pease provide the Department vOh an amo address mcch can be made avalaw to the pubs.To dstalmha ryou are a Exam-32=MrCttvpter455,FS.,VMa dick g. P=ditRApgy�r=1 Acspt, s�l'Crli�`•- �� 2 of 2 7/7/2015 4:54 PM N A ,NOBT�EAS�ry 1.Bw KY. OE m6 AGWR0�1EN= ION 41{IRQI St �9WL�NOF� AI�1��ATNMQI® YEl°Cl1Y N E'Mo"-FIR m�fl w PLCOfAWCE NDN THE 2014(SIN®IRON OF THE not DESIGN!WWIO to=SHALL BE DETEMEM D AS PER SECTION IBM OF THE ABOVE YONIgM COOS FOR A GASC WINE,SPEED M WED ITT THE JURWGIION 140TH SENITR WBL TABLE OF CONTENTS BE SHEERS 1 WITH A Ia.to HAL1IY FACTOR Itd-o.6Y,USaNO ASCE 7-10 AND SIHNL NOT F]ICM THE MANNUM(ASDJ DESSH PRESSURE RATINGS RmIGTED ON 511FEi4 1/iNRu lq i8 R R IN ORDER To VERIFY THE AME CONDITION.UODME DESIGN WIND{°EDB DCn3UGED PER ASCE 7-10 SRAM.M raw LEWOD To ASD.OESW PM tliml ARFA.1S HV BLADES�&w BY YULVINING THIM BY DB IN ORDERro COUP E THESE W/"AIL(ASO)DFy(1E PURE WINES INOIAm M MI ,,n TM 15.19 R M. CE ERA.HOES SHM I IN.TIENT TO VERIFY ICON wMPONETTNrs Mo ANCLOT6 a INS P.ED.,M iFSTFD,WERE NO°YEW 5RMSID,A 33 IT INCRpoE w ALLOWABLE MESS FOR BIND 1DA05 WAS Ra USED IN Y,D � SYSTEM COMPONENTS 1-20 SLEET 2 ARRYSS HOWEYF7t,A WIND DURATION FACWH CD�1.B0 WAS VSFb FOR VDURCAT ON OF FASTfNFRS I W00D SYSTEM COMPaNTNIS 21�A SHEET] AFPaRr BERTHA H.V.ACCORDION SHUM SYSIEIFS ADEQUACY MR WIND AND WiOE N6h4E IMPACT LOAD HAS BEEN%TRFIED IN Accoom a WON SECTION IB09.T.2 of THE ABOVE MENTIONED CODE AS PER �E COWONSHUDDER NTS�.r 2I-W SHEET 4 TYPICAL WOIDOW BINE&WINDOW DETAIL -IN BIDED/°21101-03,#07t6OI-N.#100101-M#1214-01-05,IM17D2-Dq/0909.01-10 AND(02TODht1 AS PER TAS-2°I•IAS-202 AND TAS-MT Pwmc LN AND ASry E-IB98 do A E(V enr(p Np HVµ;h—.1'i RE Ap IqA AND E-1899 SWICARDS(1p554E IBM D,WIND ZONES 1.2 d 3)6#12801-10 AS PER TAS 201.203 k 2W PROTOCOLS LARGE MS41E (WHERE APPLC�RI C1 -RFI WYIDOW BINE 0 110MAt-08 AS PER ASM E-1886 AND E-1996(MZRG E LOM 0.WIND ZONE 1.;a)BASIC PRO EC"ON CNXT AND/072UI-93 AS PIR TAS 202 PR01°CDI. )rPRUI.sivrtm ELEVATION x NarFs ON#DCB sIEfT s INSTALIAYIGx DETAILS A-F.COHOMC(9t0O( SHEET 6 Z HV&ADEDWIH i AND NV DOB MADE 0 ARE D GULEERM To WWW IN UNISON WITH EACH OVER UNDEN THE GONDOLlm IADUKRU S ACONDIRONS OF USE INDICATED ON SHEET 19 INSSMLATEN DErA6S C-M,ODUCREEF/M= SIERT 7 s'eER11A RV.r0Rppp PDS ON SCRDS7.USED AT®IDD m,I,AND FDR WELT MOJNT CONNECTION M TRACES SEWLL BE#14,0.76'ANO#14.1.75•BLSPFCIWELY,410-M UNGLUM SERIFS CENIERUATE DE7ADS/LV SHEET 8 SCDRf51 STEEL SCREWS WITH Maw YMID STRENGTH AND 160 W lD6AE SIPENmR PBm SHALE BE GOADED DUH°ERHN HV WCRDnmED COMM SYSTEM AS MWUEACTURED BY APPRIND CDNIIIMTE ALTSM7wG DETAILS NV SHEET 9 CDAYM"PLOTORS REAME13D WON AMET6gN StMTETI SYSTEMS ASSOOAlION PINS MIST BEAR THE HV URIGONG ON THEIR WAD. 4.ALL AUAMNUM DDRIm01S SLOE BE AUIMMIN ASSOCIATION ANDY AND TEMPER AS IADYDITED OR SHEETS 2 AND 3.MINIMUM YIELD SIIENGM FOR 6067-TB ALLOY IS 30D WIAND S.7 w FOR FIND CONNECTION DETAILS 1-e.CONOENfBLOCK STREET 10 ALU TY. 4AXNUM SPAN TABES 6065-T5 SLEET 11 ANCHOR SCMULE-CONOiETE h MOM SHEET H2 &ALL SCGURS TO OA STM6E53 SIFFL]04 Do'31B AIS SERIES OR CORROSION RES6TATR COLIED CARBON SITE.AS PER M 600IB WRN 5D IW IM TWTD STRENGTH AND 90 IW NGE TE1✓9lE SDUNCIIL ANCHOR SCVEDULE-.TRUE&BLOCK SHEET I] AND SMALL COMPLY W/F1DpA HlMOWm CODE SECTOR!2411.3&1 ANCHOR SCHEDULE-CONCRETE ATC SUM SHEET 14 LTS q DOTO BE ASTM A-307GLLVANRED STEIL OR X61 304 OR 310 SERIES STADILM SITE.WITH 35 HW MNWUM YWD SREH°M. ANCHOR SCHEDULE-WOOD SERI 15 7.SEE THE FOLL004 SHEETS FOR ANCHOR SPEOFlGIIOE:IN GIME 0:12.1]•1115 AND w INSTALLATION DETAILS M-R.WOW SHEET 16 IN RADE 0 e O outocv0 W IDC6oNk 1L/6 a 16 INSTALLATION DETMS 5-K WOOD SHEET 17 -&THE BOIN BNA RV.ACCORE2011 STER SYSTEM BEARS A US.PATENT fs`Ml e2.COTPQMNM O'THIS APPRDYAL ARE CO EIREN IN WHOLE OR IN PART BY US PATENT#5'4.58.179 ISBUED M EASTERN END CONNECTION DETAILS 7-12 6 N.WOW SHEET 18 MEW.STPPC'.91C vEREF, AREA 3, F(V MM30•W B DE lia ON Y 8.R SHU BE THE ORTINTJ482RS OF N MAOL THOU TO TMNG IN SCOmNE4 OF 111E SITH THE IN%STONER 6 ro BE AAM wi ro RGalE PROPER MCHONIOE CONSULTOR TO SEIl/WJLI( AL.SM/IIER COIDFQEJII ROCS WHEN REMAIN.1NNU FASIDCNG W CONRDNU0115 COMMA;T 1TDN THE BLXDINO ro PRD'WT Wllm/RXN NR6SIOA IYPRN.90/fIER ELEVATION SHEET 19 IM EACH UGLY MUST BEAR PERUAXCODIT LAM CK ALL IN A�VI®LE�� WITH WMMM Nam DURING PE"IOW OF HUM6WE WVW NG,fgYE OMER TTNA".W°M$ DMUST PROPECUMULATES AM ENGAGE BIT RLY CUME ALL RN AND H° . AREA 4• F(V WINDOW WDE 6)ON Y 11.SIHUTIEA MANDAN:ILSTR4 LABEL SWT.SE LOODED ON A RFMSY YaOE LOCATION a ACCORObN SHIIITTFR IN AOFAROANCO WVN SEICTIOI 1710.8]OF FTDRDA BUROUAF CODE III:E 1.1BF1.SHALL BE D6TA1U710N DETALS,METAL.STUD YNIR STTET 74 PIACHD FOR EVERY OPETDIO ViBEE9No ro COOLY WITH SECTION 1710,11.2 OF ME FLORIDA BLmDwO COO^c. 12.BEANO TLV.ACCORDION SINTER SYSTEM'S B6TALagN SIAU.COMPLY WITH SPECS DIDGVED IN THIS DRAWING PMS ANY SUI DIN0 AND ZOOM RERIRIONS Fl UYIUM W DE,w=.'CIION WHE" PF1E4T 0 APPLIED ro. 11(0)THIS PFA PREPARED BY THIS E N IIEM S GFNEEC AND DM Nor PROVIDE INmAAOION FCR A SGE SPECIFIC PROECTF 1...WHERE THE SITE CONCYO S,DEMIE FROM THE P.E.D. TK CONINTIONS DDEETA ID�TNbSDOCUMEFOR NT CONST NCIRM Y MI) 6DTTsSiIMRDGGA R��mR`S IMSP G LIFE SAFETY Or °R00VCf•�ON THE,P.Eo-wwt°m IwsHE°as rwT mlutE FTmlt THIS DRAWING SHALL ONLY BE USED TO (0)7105 P.EO.WILL BE CONSMBED wVAlID ff 11TDED BY ANY TRANS OBTAIN PERMITS IN THE STATE OF FLORIDA &Z SPELBIO PR0.REYLL LTS SL BE PREPARED BY A FLORRDUSTEREN G ONDR OR ANCOTUM WNW WILL BECOME Tiff FNCFDEI W RECORD(EO.B.T FOR THE PROJECT AND W"0 W81 BE RDIEYP. RODE THE PROPER USE OF THE P.EO.ENGUREt OF RMOA.ACTINO AS A OIELATIED ENGOVDHE R To TP.EO.ENGINEER SFWL BUBIR ro N9.5 tAran TIFF SITE S9 nc DRAWINGS FOR (.I ORIGINAL PFA SCOL BEAR THE DATE AND OMMM SEAL AND S 91!OF THE PROFESSWNAL ENGUD DI OF RECORD THAT T E =R. 1 FLORIDA BUILDING CODE tion Hi h Velocity hurricane Zone ` E .•T//�A,y, 0 M15 EASTERN MEAL SUPPLY.M. BERTHA NVY Jg�� cq�q N��s Accordion Shutter S stem _ .* �7 ®IMC. d�iA�Odf7�i�ii� FEV.9A➢E&I W/OR W/o H.V.WINDOW SNE Tiarr TESEINO R E(IcRdEER(xc COuPANY ATerlwn ShMHBr S�}8RLS I Da::�aq ytY DRUNB6 WL sd PW.AWma P.AWJa nNmA vT Awoclallon.Ina IND tt-192 4/13/13 ItAm .1131's TTvro:(xaRrlt-TSDo.Po.:(SOW#-1371 4266 WestroadT Drive a ')'•' �'`'�` ^��. .ecch,FL 3'J407 s PDRAWMc No ''2!S;DILNAL ENG;�•.```r WALWR Ainur°TTPa. 2. West P.T.B 15=085 P.E.SEALiLiWIYURE/DATE I nDiom, 6 �1�OF 2 i „ �WLNtR/lLAAzm� vATace I �� •azr• .rJ°� Mme. D � � 1 �[$OLID.-BLADE QS HV 90-Z 8(r STARTER sO (b)HV UUMSAL FLOATER / OOVERm UNDER-US PATEN/5466179 QUALIFIED FOR USE W/NV BLADED 4 QU BLADE FPR USE W1--fq ®HV WINDDW BLADEW 6005-TS ALLOY ANO TEMPER OpUAUFlED FOR U�E W fIV �''�-x6o3y4Te vAUOr ANorJEUPER 'SEE UMRATIONS OF USE OF BLADE®ON SHEEP T9 - BIAOE(1) 6061-TB ALLOY AND TEMPER Z 608]-Te ALLOT AN6 TEWFR 085 Dwa �l• e• _ err z e• U sea L tt w R (2)14V ADJ. ADAPTER W/LIP �axa a > QUALIFIED FOR USEw/riv R)HV WALK—OVER TRACK ©HV ADJ. FLOOR TRACK BLADE 1p OUAUFlED FOR U E W/w Q9 FiV TRENCH TRACK QUALIFIED FOR USE W/HV 6063-t6 ALLA7 AND TEMPER BLADE(�15) QUALIFIED FOR USE W/HV BUDS 1 ,6063-T6 AL1DY ANO TEMPER BMwEQt Dta�Y. HV RAINGUARD ,/ 2 y 8083-T8 ALLOY O TEMPER VNe6 �C{ '” � 606}TB ALLOY ANtl TEYPER OUAUFlm FORBLADE I In 191Y �.;: MV@9 lJU6• 6a63T6.Al1D!' 'TEYPEIi 081' _00.1• d _ wq -06? - Ir0 �7R •-, om e 1 HY HEADER/SILL �HD GEILNG NEgp Rl�/SIL HV CEfL1NG HEADER ® - OWE D FT)ft lISE W/fN BLADEPONLY. QUAl1FIED FOR USE W/HII WE�1 ONLYHD WALL HrAQ I SEE SECTIONS FUR VILLIDIf11'"'' 6063-T6 ALLO9T AND TEMPS �QUtV1Flm_.jORrU$EW/`HV BLADE 10- 1� 6063-76 ALLOY AND TEMPER SEE--SECnONS"FOR VALIDrn QUAUFED FOR USE W FN 6063-T8 ALLOY AND TWO 6lADE 1Q ONLY. 6063-78 ALLAY AND TEMPER COMPONOT A 8 71 Tx k TYHt t' 1• © Y S•LA11L /8• /e• r Y 0.18' 1 1 Y 3• OABO' R.SIDE ANGLES ® r S•MAX Mier alar DtAtry_CORNER P05TRS m FDR USE W/FN ALUMINUM ANGLES ® z3' Y 1AaE 0.1iq• ateD• QUALIFIED FOR USE w/IN BLADEQ7 CUALIFTED FO($�USE W/fN DFOREUt 6083-T8 AEIAT AND TEMPER 6083 i6 pELLOT AND TEMPER ® 2. 6•w O.Im 0.13t' 6063-T8 A110T AND TENPEfl FLORIDA BUILDWG CODE Non High Wocity Hurricane Zone o 2015 EASTON METAL SUPPLY.LNG ............v RTHA T:JCE V F1�. Tu L E C 6,HC. m s Accordion Shutter System e *, Hx awE/,w/M wp Nv.Ternon 1RlOE *I S l/-/'v� = WLLIT TESTING 4 ENGINEERING COMPANY Amerlean Shuffor Systoma Otst�mOR na „aT: STATE OF i om N1t AaN a,—am,eavaA comma nam... Aeaoclaflon,Ina I OLD 11-1e2 t/13/Ls am 4/13/15— Raw:(mprt-tsw.Em x(303)BT1-tart 4268 Weetroads Drive ■ DRAWING No -„,di:••.F[oR1o;G�a?. .�wa eta W-et Palm Beach,FL 33407 3 15-085 FSS/ N Ali��1 TM TtA A blit Jr.PE A 1.1 SI1QElGhN1WRE/DATE ftltO”u�D u1eT SHE2ET 20 e;:-Tu ` "..,tvo t�rrAvm tav Eeam -„ _ � eaves wc+® j(�•_. tna v.,�•.,, � P OPd - errmM eavati ._ % • � � � I ,� HGS6 Lltaeet � OLLA MHOI V ®HV CE•NTERMATE ��� ,r.•.� ED FDR usE w/xv,Rl`ioE 1Q&®aNLY EQ(�t�' ®HV LOCK M1®HV'EGRESS LOCK 5087 UOS ALLDT-AND TEMPER QM{Wr1EOtiFpR USE W/HV BLADE,d:& ONLY ^ OIIALIFlm SE W/FN QUAUFD:D OR USE W/TIV eoe3-16 AlLDY.:ANO''Y¢iIPE © BLADE 1 &a ONLY UTE(VII®ONLY. UU/WF�60 FOR USE W/HV BLADEUI ONLY on. t 8067-TO ALLOT AND TEMPER LIdDOm �'r .7 sClRtr AFIDL WVE00 F 1/4'LO-2o x 3/4' ,/4-2n0 RrvNUT� S.S. THUMBSCREW sm®vw AW10•uY RDta-n.uml vn¢rwc¢,td stl¢7 mllsxl,Pan/osm.a MAMeTATilI®6r Avm PWI '� rteQ.r DEVAKW -4 HV MALE LOCK CEMMMATE amwr Team PNdlP l ear.®3a anis M mut. © LOCKER FAR 'T' LOCK CE•NTERMATE ®QDAUFiED FOR U3E W/HM BLADE ONNLYY ®HV FEMALE 'T' LOCK CENTERMATE ® Hy ALTERNATIVE LOCK QUALIFIED FOR USE W/LW BLADE 1QONLY eDeS-TB AUOY AND TEMPER QUALIFIED FOR USE W/HV BLADE 1 ONLY W QWUF7E0 FO&USE W Nv 6663-76 LLLDT AND TEMPER 6067-T6 AU-0Y AND TEMP /�BtADEQ ONLY. BLADE(,1J ONLY. t7 �. • � Q THIWa1N, •�,•• 2I4-• ILI KET LiuNom ELI b Gals'w. t.tzr Mm. ROD LOCWNG ©QlULL1FlED FOR USE W/FIV e1RQD ME 1& A ®QUALIFIED FOR USE W/Ha BLADE 1& o0e a 6087-TB AtLQT.•�HD TEYPER 6063-76 ALLDY AND TEMPER HID r S IN - -vile -tY avL ..,� ®QUALIFIED FOR USE W�W BLADE 1& / 4-m ss m1 a/e fI -.art 1 6063-T6 ALLOY �.dEUPE0. � �"+�'gt` 7 1MD6it6m1 q 's Nn ®LOCKING RODD rr tpy d1.QUALIFIED FOR USE W/HV�LAOEOO"� n BY REGENT®NORI6EIDaILS 5rAi6 2337 NOOK BOLT lMK 8065-T6,ALLD7 BINDS,. MPGR ®N/3�`0-18 ACETAL 0®WS7ALLA710FI WILL REQUIRE A 7/18-HOLE THUMBSCREWS -5_fRIE�S 5.5. THUMBSCREI4S QUALIFIED FOR USE W/W BLADE IQ& ppI11 ED AT iRAC16 FOR PROPER EMBEDMENT QWLLffIED t 6 BLADE, "QU?LFlED.FOR N/SIN BLADE 1Q FLORIDA BUILD N'C COOE(A6n High Velocity Hurricane ZDne a Tai EASI N MErM.5aPPLY.Wa. Q.f JpENS,S•••G ',4 BERTHA H TM IL ECO INC. A.S.S.A. Accordion Shutter System American Shutter SyHV.BADE pt W/at W/b Hv Vdtmx BADE sbms fE OT •�E TILLLT TESTIND&ENG!BOND COMPANY 6carmtw[ 6wN ee: LLL •O'. S P,/2V' aTs7 LLa�.,at.x ays.vasa.coats ttvmi mt Agnizalatlonr Inc. t OlD 11_192 t/13/ts oac a/t3 1s -wbn.:(w7eTt-tsm.Em:L3m)at-tat 4268 West7oode Drive 3 ��6j FSSIUNAL�a�� ®6�'oo6�"e West Palm Beeeh,FL 33407 3 DrAwDc Nn ""utU RI A TEST h.PS 4 15-085 P.E. SIGNATURE/DATE t"I H181 s SHEET of 2 I ;SHUTTER ASSEMB S EDULE FOR ! SIV Q HV 0 3/6 Ir 41 T p1 esrn HV SLAVE I ._. CAL L 0 W BWE IA � Na� ♦oae+R sm' Y W LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING R0 RV NYLON T W&HIER CA W WHEEL CANRUGE AM 302-303 SERIES QOR 4 y �f2 0.870'x3/16'THICK NYLON WHEEL 2 Y/5'MN Vti901! 0.188'0 AM 302 SERIES S.S.RIVETS J130 sawtom d.FM �• �'. 7500' ® W 1 3/4"ACCORDION PIN W/JS HEAD• EXTERIOR $ aPUR HV 2 3/4'ACCORDION PIN WI 88 HEAD x 1 + • 2-1 o" POLYCARBONATE IMPACT RESISTANT HV WINDOW ecNavr TYPICAL IN WINDOW BLADE 9 AND ® POLYCARBONATE HV_WINDOW DETAIL QOR I It 4 or® N.Ts RE�aOI M5� QOR® *p9LYC ABnueTc IMPACT RESISTANT HV YANOOW I EUYER LN1fROLON 3TOJ POLYCARBONATE RE51N5,W–STABIJZEO GRAVE OR SAEpC • fm a�'iae INNOVATIVE PLASTIC Ld7WI 143 RESIN 9 Q OR® (SEE NOTE T'ON SHEET 19). (1)W PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF EW ACCORDION SYSTEM W/WQ OR NATE SOURCES xxn+u HV®BLADE.' 7YPt A H rrtcA ASCFitAiY EXTERIOR D FOR r'L53 �w, (2) HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT i I ®ataTrrLfaaa ,mom �� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1Q +0.02+• SIA aH YLx i� smc aom "m mn aw M.' —WW BLADE WHEN CORRESPONDING TO INSTALLATION'11",SHEET 7. Rmatg3lElnS) erg �n ao A++a..c am 1,1, TLP. nmx aawm q t0D 1.9x NW IA+m w+. I11o1 w+ (3)W PIN®OR®W/ 1/2'D.D. 1/16'THICK S.S.WASHER 'I 1°p"" "91010° S1Q0°0 p'A 1F0'pp0°" SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET® xaom .a0 axe ,a s>-e/e >R-eW pBjEEs CARRIAGE DETAILaan.> mW mmwn o-iun o-a+n NAISs5EM13LY LAYOUT Wr�1b ran aux - .eNsu-mno 9i w,w — nIHV BLADE SOLID & X19 HV WINDOW BLADE DETAILS --I -- -- I ®'1" N.T.S. RONIDA BUDING COME Non High Velocity Hurricane Zone 81111 k, I!!r4 m 2015 06MI t WOX SUPPLY,1%G BERTHA TT. : P1j�10E111 ��' _ ,tom' , p, Accordion Shutter System t,L,EM-o,.a. ■ ■ li ■ HV.ELME QI W1 OR WO RV.W)DUY 9NE TRSIf TEsnNG m ENGIHEEIBRO cwaPaNY American Shutter Warne vmvn0n' drz —a- I wa 7�.u.e�.,m.�uRINO �v� Amoclation, Inc. , an 1-1e2 14/U/151 aoe 4/13/15 slY 0; 1F Ik :TINS o-,aw.ra. (�5�1_1�1 4268 WesUoads Drive DRAWING No ..........RI oaa,-000ar, " West PaIrn Beach,Ei 334D7 2 15-085 "ins "A'*4 ENGp. auw w mur a.vL s SHE.? P.E. +JCRSSIN�URE/DATE nrnaa W0.t w,er ♦oi20 - 1 I •NOTES ON NV LOCKS AND CENTERMATE1 IIAADTRiOM eaNOmF�oOx/Y][ONE W LOCK®m®SWLL BE OSFD AT 1/2 OF MUnFRANSIM FOR AN'VAN OVATION.W OLOCK P�or Q�WY BE USED AS ANroR6t0E OR OOUISOE IOaF.1� CFMERNAT75 YA(2)/��4'0-2a a 1/Y IONO MT HEAD S.S.YS lOGT10H OF LOCK SFNLL BE AS WOIGIED ON 7YPCll SHU�ElEVAAON. PURPOSES. MTAG�v IOFJS OR Y BE AN ESO MDE OR OUTSIDE IOCIL[F UTFM PERFORNANCE OR CO F LOOM TOSWWMYOPOENIERW76 OR 511µL AS WOICAIID ON NOIE )ABOVE. 115— ON OFIDQ(3 SHAH eE AS 20J! ON TYPICAL SNIRIFA FIEVATION a OPTIMAL ONLYWHM II A2 S ISm W/IWD 9E USED IF HV.1OC16'1:LOCKING RODS ARE NDT RmUiRED A7 ITCANE POSITION,BUT WY ��® +® AWAY ALSO BE LSED AT STACKNOGPOSITION(NON E. POSifiON OS OR AN ALTERNATTNE OOACE drR�-- 4. 0.�FN IOCN® ® BE USED AT ODWER COHERMN6 FOR ANY SPAN ljll AHO D67Al1ATIONS AT L11lIATiON.NV IOCX SIAL.BE SEO AS AN°UI OIE OR INSIDE LOCK, ATTACHED IV CORNEA CENIFANAIE W/(2)1/ f20 K 1/2'IONC Mi NFAO 55.YS TW LOCKM RODS AT TOP A: OY SHALL!O•:LLSED. DON OF LOOK 9tA(L BE AS OmWTED ON TYPMM SHMER FEEVATIM B YAKWW SHUTTER SPAN SALE.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEEP I$ ��➢3? sit VAIM ONLY ffi•ONE ALTEWWTE/N IDCK YAY BE w ULU OF NV LDCK ar roR AIY SPAN AND i g �l , O I ? aO�F 1/4•F2o.s/4 s.sTHuLw ro®oR w'cFNeAT6swL eE YADE N%o/ursDE EDx a FNr LO=AS SI3 O ON SEl.710N HVE,SHEET B.ONE LOCK SNNL BE USED AT 1/2 OF SHlRlE7i SPAN OR 1W0 IDCKS AT 1/J OF SMVfIFR SPAR $$® 3.U M+��caNOmau lT mR KONG weemHn Osul.+.ma• ONE HV LOCK®v®a®SHALL BE USED AT 1/2 OF%wnER SPANPDR ANY SPAN OR 12'ABOVE OR BELNI 1/2 OF SMTUt SPAN FOR SPAS up TO Dlr.AND FOR WSfALLAVONS AT ANY OVATION.HV LOCK®w® ®MAY OE USED AS AH OBOE OR OUI90E lflCK,ATDV]1ED TD®v®SYYYLIRICAL CENIERW76 N/(2)l/4'-70 K 1/2•LONG MT HEAD S.S. CtUOECWN 0R®T�OL1P NROB=Y 6�HRE�RLYO+OrOmTLNiNf ELIVATAIL u5E of LOL1011C ao06®W/ DEEMS ON F • t SHEETS 10 e ' FTnL -NOTES ON HV "T' LOCKS AND CENTERMATES: OF CORNER 1 .=NQ ALTERNATE 70 CFNfFANATE ®_i ONE ALTERNATE HV'f'IDCK YAY BE W UEU OF NV LOCKS OR FON ANF SPAN AND 0 LO,j1 AT ANY ELWATWL WCUID6 RE716°RCDfU�K BE I AS AN D6mE qi E LOCK.AOTAC WENT 81-0-10-0-0- v®v©•OvO 10•®v OF lDL1E Q9 AS 9IOWN ON SECOON MG.5147 Y.WHICH MUST BE 1 O•®°'©• ®•®v COMMEO TD CENIEAYATFS®AND®W/1/40-20 1 1/2•—0 S.S.THREADED BOLT W/T/"a 3/32 NINGIM OR W 1/4•F20AI•SSYS.INTO A 1/4.00 s//B3 RPOW. UAY BE LNSWEID AT EODSPAR OR 128 ©•O•®v©'O•®v VAXOIUY ABOY�AND BFLOIN MIOSPAN USE OF TWO LOL 0 RODS AND BOION 6 LIVIINfORY. ©,®m®,®4 T®•®a®.® -NOTES RN HE- 1. aNE ALTETWAIE NO L=(D KATBE USED N UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION '"LDC S oR FOR ANY SPAN AND R.WXTIONS AT ANr LTFGT ON AL W WE m t ac®'+"''BE USED N.T.S. AS Nl wSOE OR TDO(.AigL1WFM OF f01 LOCK l�ro®6 W/]/S t 3/B'FJL SSY+.AND wQUOF., ROHTORWIERr IN AS SHM ON SECII S HOB 'AND HVC,SHEET 10.LOCK MAY BE INSTAM AT WD m OR+2•Y I&UH BD DN OR ABODE NR SPAL ISE OF LOgMO ROOS®6 wNpLETFI.T OPT-NLL. FLORIDA BUILD on High VelOCKY HurricaneZone' 0 2013 w'7FRN NETAL SUPPLY.M BERTHA WTI, LEC O IND. � � . Accordion Shutter System * HV.HMEmW/a+Wjb N1V.VANOON GALE AmorShuftor Syslem- HR.o,3r: I,i 17LLIT TESTING 3:ENGINEERING COMPANY Am AesoDlalfon,Inc. + CLO 11-192 la/mlaoe 4/13/ls STATE OF i wA Na>,m n,s+.m.v,m c,Dva.T1LTVA 3fI 4268 WestrOads Drive DRAWING No �F• •��`:� Id+,mOoolmn West Pelm Beach,FL 33407 3 4 �'�sS/ONAL E��o••�`` a,�.,A llllr J.PE 1 15-085 I m A VA ETaR-A va I w+aT SHEEP P.E.SEACf'SIlIW1YURE/GATE S OF 0 I POUR[D CaNCNETE. CRETE ANCHORS oR wNa+EtE laau , sm34�ss. POURED : nlu�ORCONCRETE qua _ cow-g f�MMM00 r o © 8 OR cas wunw2�m sx a n salsa E°" uUB'e, on ,3y WE Stl1IDUE a SHEET 13) ,. I. A USPa,N•-2o NU19 + i9 O 11.OL @ e Iiu. .2sa-ave. _ _ ;\\ 04 5.2w'u... u•r -" F�7�� � � vm. L � �aPnCML ' �-oPnoNN. 1 �e sE ' MIN.SI•AND09 TO 41ASS tr rm+amtl1oa'gm�t 1 OR I T - - —1 scnmulE an sNEcr tt) EA+`IVtC Nmtpa@9 ! MIN.SEPARNialt'tb OL&SS (SEE SCNED=ON SHEET I IY- @ BY WALL HEADER INSTAk A�OFt HY WALL HEADER INST yA�l AT10N 1n•WALL HEADER INMtLATiDN + K ON k. MP.SEPARATOR TO GEASS E]mTaiG F16iCIVC "'-"'(SFE SEN. mV SnET Iry m10anaaa @ t OR �- To OLM {s�wSiemxunEI M SAW tq 1 1 � E I � r ON 1 TfdlaS vr•-mdtr 5_s n�lluPs 1/4--1 SCIE`•S U2nO C SCM .E ON _WRVS/NEAO NUTS 0 Ir O ARCHO l.:/M�•..".� t•. 1/4•-2o NUfS O 12.Ofi (SEE SaNES4AE ON M/1/1'-aa NUTS O 12.O.C, (SEE SWORM afE ON SKEET i3) i OR ECONQS ,SOCK SSkET lay POURED CONCRETE "Navels REWIRED HY WAIL t INSI (k, ATION (31 saNE°""E T)HY WALL SIL INSTALATION ON CONCRETE MOCK Ca StEEE(t4) ALL"QED Et� BY WALL SILL INSTAUATION INSTALLATION DETAILS W/ ,_5EE/IEEE.fiS TTPKaE 9atnESW .E 6 s ERCE OFSNtSE .SEE Etii Ato26 ai USE CDN CNV BLADE M04NA10 QN (SE SPECMM-v 5 ON SHEET 13) nAOE(1 W1 SNFII 15 P AMT'dGY ID SUIT ANE 08THIARal. anw111 RONf(M$��MRNon High Velocity Hunicone tone ®2013 EASTERN METAL SUITW.PNC. r3 AcV�rd�ion Shutter Sy stem SE � Cx . FiY.BME#t Wf CR WJo HV NiN1W/HAEE American Shuftor Systeme c,scwinml wrz eNwaN N,. •a: S F TILtA TESTERa MtNtOUNG COMPANY AgaaofnNoo.Ino. i OLD t,-192 S n 5 Woe 4 13/iS 9•: ; w0°N«st.as a0''mmu M10"�oat 4288 WOBtroade Dr1Ye a (gt-r' r^1� Pbn+.(2o01on-t57o.im:(ws)6n-mll DRAWING No ��5'S•.•••R,E�U\�� .-A�MNmcaaw.m�+ Wast Palm Soaeh.f1.33407 a 15-085q„a11NAlt a,Nra• IMTER A Tax&P.E. a EsREEYof P.E.SEACfAfURE OAIE la00A ua t 4/tm, COH.=ANCHCRE 1 OR 1 i w 1 RE 'WWA lVNCM-\ (sEE wEDutE ox nHFEf 19) I m55mI1 r- T5 6 maut w9aumNa nmxmw sis r: °'9.mm°e® I 8 ' ANGmfl I H \ E)OSTPIaC u ICGI%11 10!/4'No WASHER NFAD (r'l� 11 OR l 8m. 1Ex=.'a O Ir ac � 8 EDGE of (C6 d UI�E ax sNaa u) 1 APPNG9E �,T r!,' FDGE aF F� C 1 �ff xJ 1 ap4P{�{]0I IF 1� 1 ED¢OF APPUIQ E 9i�iia�efa Flt POUNFD a FW WA WNa31E MVmIS '�E Ym m•• 1 OR®+CON w FMXM O FW HOW CONORME ANC HORS REDUM (SFE Sa1FDIRE tt!51GFY 11) r i emmaQ9 REWIRED a °. (SEE SCHEDULE W SNM 14) 11 ,TRENCH INSTALLATION E� (3)HV WALK-OVER INSTALLATION �E°PPR URNLY RE PRMINGTO�e'FOR SP APER ®HV CEILING INSTALLATION (D HV FLOOR INSTALLATION t SMOWLE 85,SHEET 11 o.•m"In a EEr 15) /Ee -,a I 1 I e95nna—I °m11N0 tmFlamr m t/n Paw I IN I k —� � C1A5$-4n`�a am•n H 1a nc Em 1P lD Wd slR Ao i vac ws s�Ars umaE,xw t/4' 1 soiu nowt ndmoml lEA9 :� I 8 ^ } a Q 10J a fH,PJ Ftr W1,E ttEmw�eHar Ii 5 t { t IDE SCR'A's 4 tWME SDIIAf �tlr]/a• HF%REM t 012 oA. 8 ..• .. ra_gumvs a a•o.c _ caNFnnE Axomas — B OR"/4tiN-u1rD SS �- I14 4'SSO07/ sQr uk aco t e• t s .•� i.':; c V� 1ikiow n 1 _ •,r ac £' Sl�ie S 11415/4'iJE SDS. <.� ,` sRAI CONaaIE ANMRS RON:la(a) O a•aC. •CA I ON CON[FQE BIOCN SfREf 14) OR ON R!9aEf 1,CONCAflE ONSNEEE 13R) REG RED OR CONCREM ELM °Pn01w' �mea�Rn� HV WALL FLOOR INSTALLATION REDu9RD ® n�ALLATON RmWGRED ® © HV WALL WALK-OVER INSTALLATION , IHNIAIY SNRIq TNI Wd Q HV�RAINGUARD INSTALL- TION t )� umr Erm ttwRtalrcPl OC OF-RC^.^••e 9 r•E a-EDGE GI67ANCE t OVA E WHEN PpTM MmLmoNy�a{yi RENED ,-SEES a M IrlGIL 91MER (ser-MzMR=ON 51iEEf u) 184 AN GMUSLE DTI •FIVDE 8A0Et SHEEP 18 faR asSA�r INSTALLATION DETAILS W/ m HV BLADE �-YDUNIOHG SECDOI6 CAN tffi croEH9aaD a ARTwar to sun ANY WN54AIARIXt RDMDA BUILDING CODE Non High Velocity Hurricane Zone A.Pli'llu, 0 2015 E45M Mvu SUPPLY,Ma BERM HiVTm ya:VGENSF•.�sAccordion Shutter System II� EC®INa. A������sa M.MADE QI W/at W/O IM Y MOW MA1E *= TILUT TESTING d ENGINEERING COMPANY American Shatter Sy3toms 9Atr 4 9aaelnHW 9naII m: NA. -o'•. STATE OF ;:(tet g ,u,N1a aE�s.9,.m Ea�•I•• Dmw nI Association, Inc. OLD 11-193 a/1s s t1aE, s/u/Is Poam t(](15)911-1310.Fm:(]al)�i-1571 4268 Weslroods Drive 1 DRAWING No West Palm Beach.FL 33407 a n F Malf e 15-085 ''1ie'SSIONALEao" lfA A lYlb.PL 4 I P.E.Sf 51CNAGE/DATE ILa9W IN/w1e1 9 SHEET 2 SEE END WALL COHN LS ON SHEETS 10& 10 uxw fINSTALLATIONS W/ HV � eN ® w�®m® " � ®AJOm OUT IN ' ��1+t+GLASS **ormc sax Dena x7s n vm fa+ua. f/ BLADE ENT ES COOUWAW m NAOIo e'®�®� ®•®"'®' OR k � SEE`ENO WALL CON WRON —1 r xYl11/e]e'— ' I O•® ®®"�•® 31/0 x' Y Y e 1/ (eoe3-m xW.a ALLu� q®•® a1CxE v(x 1��v T.wcot i t S SYMMETRYCAL wxartfE C CENTERM TA-ES (,N1 hado ts>uAl 1no1a1zrt. NV or fiE � ATIAa W/ LOCK (SEE S N SIMILE # ON Sur f t) 5 I ®� IN ©O�®a•©®®.�,Q�©.®p©a.O®®as'®ta.-- --------- NVq HVR �'®®am©om•,OO®UTO.�`�®.�0® _r Q�I: VC 1�Cen�OR B=W" CLASS SYMMETRICAL. FIN �'. ;� �Awmox --- NN.S�aAwaurr u®'® :*. W/HV LO oCK. 5 orrtonu O•®v®. TO GLASS IN (« OUT -- --- — — ------- ----- -- =---- --------- - xnroasa — s 1 f e•es. s 3 �. 8° ® a® OUT a 172MsAcx HVD OUT tom) E HVF** R.OWDA BUOOING CODE Hon High Velocity Hurricone done "'Us11 a Ilpolry - O MIS EASMM um r omy.m �Ea ri[�u", �a�:.:g ✓ L E BE V,N 1 C O.... A.s.s®A. Accordion hi u- System Nv serf f)w/m w/a Nv xttnox aeL>E TNUT TESTING&ENGINEERING COMPANY Amedcan ShuHor Systema .e: S7AtEOF Amoolafion, Inc- 1 as 11-tez 13AS o i/t3 m "� sx3 xe.sed a3.ae.>�w,me1 cava.nmm do / �., +.Ps pn,,,• (3Wp]I-1R0,rw pos,s31-ts31 4268 Weetroada Drive II DRAWLNG No ®„" �^ West Palm eeach,FL�4aT P.E"�P�WA�{ W�r�dR/uATe nw"° i TILHµ,m ; 15-085 6 F A T RNAt INSTALLATION W/HV "T" LOCK HV M " MATES� & OLARE s SIX M CWMMMM RMYS ON EMS 10 s Is INSTALLATION FROT HO C IN � a H4 saamsus omw M,xocam a awl a ENTERMA7ES ifs S y�.,� va,.u u+�c.,w v�o aoct9oraa•mo+nn. i -�-O'l7_�:"1.Y•�' wN,om d ad sax*.m Rc dm wm nm,a azr END Pref MNNLLTDN �•�-�,�„©,®- TM• �i a og�rcrzs to a is ( O O.0.0-0.0- • 39 r 1 <m,a noaoe`n�"u.uo*io'�a. • IN 3 w,. N1 n.a. I t+t a oma $ 3 l CK T(MSIVE) tr+P a'�•• �n ai r ar g t 1 0 OUT 37 i aa� �i mPa * 1/$C-RO /8 x 1 1 -S.S.M.S. ¢ tPnaxul W/7 x 3/3z`WINCNUT. wdPu ipB_HV9 OUT HD'-HVO r toac a can a. * c SYMMETRICAL D CE.NTERMATES ®D NV-r'LCCK{OUTSIDE) ® SYMM�gt�L ND CEMTERMATE l (INTERIOR) # W/ LOCK RIOR) alf-�� iia+udt�rows ad C-0-Ce)'�+_�"�•4�' "dwr+c+arao"ova craws aegaK naw"rxd3ae�aas«v O Ri.4 pY.lmafl+P�0Ja aNtQ tmi-at+to** FLOATING STACK FLOMIDA BUIIDNG CODEMon Itigh Vetocity Nurricone Zona O 2015 EAST Nma saPPxr,are OVATHA H tw A Accordion/o liv. r SyXE = ��kC Q t■c. r ■ ■ w ILv.BcnE ft Accordion W/o a aACE Amedcan ShuNor Systems ds d drz ec 1IWr TEEM Cl ENGINEERING CCMPANY Jia oae +i3/76 '1• TATf6P icCa AssWation. In s ao 11-192 + ai%aim#.bh a".S+RNt cuONA rWrM AI Pnd.;(aa3lBrlgWa, ;1]02?arh1511 t P.I.We-ch, Orale a pRAWINO No .+„�wl-wa,wrze,w West PalOeocl,.FL 33409 a FSSG rs-o•urtP 15-085 "'p+,r aNALtitw.� kNhII A RDr X.PE a P.E. rr ICNATURE/GATE nnaw u,. * SHEET OF 2 1 PLAITED COITCRM CONCRETE POURED CONCRETE OR CONGME CONO Eif WDOf 6'ALL OR0(WALL HOCK ALLW UFM BLOCK WNL fEWWD e1D0(MNL PEOIARED RF.OIIRRED EMM M CLASSCNSa1C O(WS �OUSiWG H/59 CO ANO �!]mmm BASS —r— o O 16,O.C. :•Mr I10 gyNa,pR }rte W s/Iromo+i ARE ro LASSM SS Iw m 43WVN,w �' 1,{w aaME®NoON OG SDmAEw s�EET ,/10}3•YAT. arm®e® +w+911 ccr Bun + �i FUR ,1 fiA aAg mAle (Ime7-re)cONr. /x• w s¢r to UR-1.fIIi ALU M.I105f1T / \ IxFfxSma l® 7 aN6®a F PRS t IfNE9�a® iMm m.. + \ ©) AT pPO) I s ISE I.OR z•MAIL /10.1/r sats I 4444- AW AM CW A.. A1�o issac. 4444- 0 1s•as _4444 4 (COW-Te ALLOT)AT MmRmart (I)/10.1/x•SAS TOQA 4 \ (2)1/4Y 1APOOM ANMNORs TO SFE MEaR% WALL AT 1.O.C.(LOCATE AT 5 SIDE COtaECI®N OR& 0M SIDE OR OR(IrsTa 0mm.x FOR pR®' TOTRACKSsee METAL x 4 WE COFMECIp9 ®-�-0'O •®- see WMVFLTw -�-©'l•J�l�/'VY•®- D T- •®•®. TM rR r3s .e .• ®_ ®®-©0-®®- TO TRAus ®•®@ Q®- �a 6• ©0- ®-©•®-o-0- (D-0.6.0.8 • O 6-0 0®- 0.0-64)-0.6- 0.0-0 ®-o ®- 0•®-©•®-o•©� 0•®-0•c�-0.6- o•®-®•®-®•®-ate 0.0.0-�®•®-6•® O 4}®®-QD•®-Q�A N&AW®•®-0• END CONNECTION DETAI ®-4 FND CONNECTION DETAIL 4 END CONNECTION DETAIL 01 END GONNEGDETAIL© L ♦Pa1RIWD maY FOR SDAMS fAIAWA RANK Ir-0' POURED CMMORM OR nU5eN0 4 EIIGRNG mASR CONCRETE HOCK WNL GLASS 4 REOIIDtED T ----- /+ h4444-- roeA9(SlF a fe• lee LA _ 6 oR®oR�oR 1�Emr. 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WOOD BUILDINGS FOR HV & HV♦ BLADES AS APPL CABLE AJAX SHUTM SPAN-L+ OR L— FOR INSTALLATIONS INTO WOOD Wl' NLY LIMITEDSHALL BE U SHEET ''''F��Myy61 aa SPAN A DESIGN LOAD ppopFnaO1T R IN I ATION WITH BLADE � WORKING IN UNISON YAFaaN"Wmlx/D,, WOOp 6EVl Iwnf✓Eo. Y eox.—� (fir, 9 MRFAOF0IW 7ECHNG ner W/1 t APQh�IRRnW 1/4 11 4•SS OFF EXS m�WOW U051RJ0 m00 GN sRE. 1• �K F�AW6 Me REREGMIMD Qlae4nicERIVIED� as 7�O O p (sE snanulE GN 51+FET�a� oi{a1ARCHM PROR TO t/a' /2' 6�P'C.�REO� 1 1/4.5 TMCmJ OR FrisID:G samr 7A N Wmt APm= 2 r WRFAOPoWI 71xNNmDCY �4.Yvt.TIaL 4 Nm. 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Ina. 1 OLD 11-192 4/13/15— 4/1]is •dam,•.,� P .•�S r pos7trP1�1sw �d (3os)aif-11i1 4268 Weatroade 1Dtiva _ a DRAWING No ORID •44 i West Palm Beach.FL 33407 a �iCls/�yqj EN6��\\\\ —A.1 PE 4 15-085 P.E'/36/14GN14URE/DATE f1ORO°u`A N1e' ° SHEET IBCP 20 HS MR USE FOR �. (y�, �,pe.}� ( +��Sa�N aunt_A��pg�g„El,��,,i,�En, . A 0 Y Y Y 1t8t750id Arai xy +,lyj 1.MAX ASA MUM PF=S=aAONG+11s.-Ifo Pal. 2 MA.Slprrnxr SAM 5a- M MAVMFD IIOIINTOM A C.0.N all svxm ilalnilIIXS U.0.T.'aUU aaayT4lew0�sON atom t0&117.71 O� � � BE�WRIafD OtlLX A✓]p17�ACC65� AP.rA EriB _ ta•P ImIL9)Fmt lE A1T SP/mIWS 40ATt aN s f lolveRas NAC S t OMM M Wk 4FMULE f0g1(laP aR wMM vxw ar%V a++onr-MEQ Mom 4T We Ra a Aar 34 IidtE F Mf%e"eE". - -)ft—09 L§WA MI aVr IFOU 9raan7 S AT EN05 Na'BE Iry soca-aAOE x CB)IN AINOOR-ME Qx ff USM AttR7UtaE ToA SOLD H+01AOE 1� 3 mm�uc W swrtR'rs'a xmiN. •Q ! (DOIN1L AtrNYS BE PCIA LM ADUCaa M A SX0 W >.A 9A0E EIO4n BIDE ar MI. 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ASTM E-1996 ,Dl GLASS To auss �J,/4'Q-20 3! 90LT (SEE SCHEDULE) Lim) 4.0NLY El4TERMHIE 21 W/Le+/HV LOCK ARE ALLOWED I THRU 3 7' MUy7 PENETRATE I- M ASl3(METRML LAYOUT. USE 0 (2) (6"LONG,MINIMUM)MUST ALWAYS BE 4 4" ,1 4 41 ants•1wu um. Ets61, T INCLUDED AT [OR OR INTERIOR ACCESS SIDE OF yso- '.373- osa' 03xlrr.cuxS/snv. ,�, a�amatoewmf. o4Ser o<L46rA3eoa1x a II CEt1ERLMEG. 121, -�20 THREADSTtV4 ^ "-E 1/Y Z A1SMLATECKTNNVF LS A15O VAUO FOR3 CONS © PgI -LOKRtUC]jQf� HO t tj21 nan haat ::vA'stl6$'''; 436 .OM1' o a oa COMPONENTS aGp. e ,a t MS WALL HEAD�.$/SILL IHSTALLAT10N sruE 3/a-t E>nt01a was+a.) peP.ton a DOM.) 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