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ES EXPERT SHUTTER SERVICES INC. "We're Taking The Shutter Industry By Ston»° y . CQ 0 CHERMAZ RESIDENCE 2nd floor 1 1st floor front entry ---------------------- 1626 S.W. Biltmore Street•Port$t.Lucie, Florida 34984� (772) 871-1915•(800)749-9056•Fax(772) 871-0990 Florida Building Code Online Page 1 of 2 r �� x '# � lir t t,`4 � � r �, •c � :�s'�; �� ! S � 4 y1��,�'t„ �' alT s � 6 O5 .� a � 0 0 r rad§s �#icy �� �� '� i'�l:1;;,.•'��r R. °��:"" �.a'*,pa.# '�e�'*^�•' r- d'i'n ,` i _ *�+� ff y s v..! ;� DCIS Home i Log In User Registration i Hot Topics Submit Surcharge ; Stats&Facts.? Publications FOC Staff DCIS Site Map t.inks Search 3 u s i n e s ?� �Professibnal aUEAdpuWkAp °"a' Regulation IM At dprt nnnrnval Drrnu>lNn4urt nr nnMlcHtion Sarah> g&., '—t 1st>Application Detail -; FL G Application Type Revision Code Version QED Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Dnve West Palm Beach,FL 33407 (561)209-8263 bfeeiey0b easternmeta Ecom Authorized Signature Bill Feeley Irodrig uez@easternmetal.com Technical Representative Address/Pnone/Emall Quality Assurance Representative Address/Phone/Email Category hutters Subcategory 11Accordla Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer q Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A,.1-111k.Jr,P.E. Evaluation Report Florida Ucense PE-441.67 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE '✓ validation Checklist-Hardcopy Received Certificate Of independence Pt 389 K COI HV AC'f),aCtlO+i -1 3t�r!"10.nx Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201.202,203 1994 EQuivalence of Product Standards Certified By Sections from the Code Product Approval Method Method b Option D littp://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHI-l2vJvx5... 7/16/2015 Florida Building Code Online Page 2 01 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FSC Approval 05/07/2015 Date Approved 06/22/2015 ---._..._.-.w_..._ ,.—.__._._...... ,...__...._......_.._.. ._._...._.._....—..._,,... —_._._,_____...._-. ..... ..__..—__.. Summary of Products { FL# Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and i (Non-HVHZ)-Drw 15-086 bottom)for storm protection I Limits of Use Installation Instructions Approved for use in HVHZ:No Fl 369 RP. 11 A S SA.lNf,,._OPINL3 -06G.va: Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. i Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:Large Missile Level"D".Max span Is 12'-7'for 35 psf positive Ft.38ta ns AF a.5.5 A.INS'. P_F.R. C�Pt'Y.;t 5-ilF.ti.Tr,I ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes i window blade,5'-2"for 110 psf ASO load for HV3 blade w/o window blade 3 and 8%11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.spari for HV3 blade w/o window blade for Installations into i Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84' � 1 for+64,-64 sf.'See sheet 5 for othersans and ASD pressures. 9. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)•Drwg 35.085 bottom)for storm protection ;f Limits of Use Installation Instructions Approved for use In HVHZ:No FL_39_1 R6 It A.S.S.A.INC. CR G.).5-085.ndl Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third party:Yes ; Design Pressure:N/A Evaluation Reports Other:Large.missile level*D'.Max.Span is 16'-0"for 30 p,S.f negative FL389 RA AE A-SSA.INC. n,F.rc. pRwG. {ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV1 blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.f,for metals stud mountings and 8'-0" for 110 p.s.f,for HVL and HVIA working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO. Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)•Drwg 15.084 bottom)for storm projection Limits of Use Installation Instructions Approved for use In HVHZ:No FL3A9 R8 It A 5 S A fNr, OR4yf 15.08n not Approved for use outside HVHZr Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0'span at 30 p.s.f ASO load for Blade 1 FL,389 R8 AF A-.S.A.INC. p.F.A. OnV1t-IS-n34.ngf and 1B'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us::t940 North Monroe Street.Tallahassee.FL 32399 Phone:850-487.18?4 The State of Florida M an AA/EEO employer,Cepvfl9ht 7007.2913 ctnta or frorida ::Privacy Statement::AFCeS%m118Y Statement::fetor'5tateme t Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.1f you have any questions,please contact 850,487.1395.•Pursuant to Section 455.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 455,F,S,must provide the Deportment with an email address if they have one,The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please nick hL,-. Product Approval Acccptn: ctrl IM sccuril v.tt s-r sr u s http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1.BUBERTIN N.V.ACCORDION SHUM SYSTEM SHOWN CODE THIS ACCORDION SHUTTER SYSTEM OSMALL NOT BEN THIS LCT INSTALLED AT VnDCTYEVALUATION (P.E.O�OY2 JL5 IN ED FOR COMPLIANCE RJ ACCORDANCEMM THE 2014(5th EDITION)OF THE FLORIDA DESIGN WIND LOADS SK1L BE CEPRMPEL AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED RCDURED BY THE JUGMCTION WHERE SHUTTERWILL TABLE OF CONTENTS BE INSTALLED WgH A 00ffiCRON IM FACTOR Kd-0.85,USING ASCE 7-10 AND SMALL NOT EXCEED THE MAX9UJM(ASA)DESGN PRESSURE RAT H=ekMrATED ON SHEERS 11 TIAL 15,TO&20. IN ORDER TO VERIFY THE ABOVE COT DUAP ULTIMATE DESIGN WIND LOADS DETERUWED PER ASCE 7-10 SHALL BE FlWr REDUCED TO ASD.DESIGN WOOD LOADS AREA•1. FIV BLADES Cl)& A BY MULTIPLYING THEM BY 0.6 IN ORDERTO COLINARE THESE W/MAX.(A-&D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEETT 1 IN ORDER TO VUM TINT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED.WERE NOT OVER STRESSED,A 33 F EYCRFASE IN ALLOWABLE STRESS FOR MND LOADS WAS IM USED IN THEIR SYSTEM COMPONENTS 1-31 SHEET2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR C0-1.60 WAS USED FOR V94FICATON OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BFRTNA N.V.ACCORDION SHUTTER SYSWS ADEQUACY FDR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN A0CCi6WJCE MTH SECTION IG09.1.2 OF THE ABOVE MENTIONED CDOE AS PER SHEET 4 AUL RFDORTS: TYPICAL SWITTER ASSMBLY 30-44 TYPICAL"DOW BLADE&WINDOW DETAIL -HV MA7E0 (0214.01-0,/0715.01-03.11004.0t-0.5./1214.01-05.fO317.02-06.fO609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREA 1: HV FIAnF n AND HV WINDOW BIATTF a AND E-1996 STANDVIDS(MISSILE 2LVFL D.WIND ZONES 1.2&3)&0122401-10 AS PER TAS 201.203&203 PROTOCOLS LARGE IASSRE (WHERE APPLICABLE) -HY W"MOW BLADE SA 00505.01-08 AS PER ASTM E-1886 AND E-1996(MISSILE WAL 0.WIND ZONES 1,2 3)EAMI C PROEECOON ONLY AM 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER U"AT'AN&NOTES ON LOCJ6 SHEET 5 DWALLA71ON DETAILS A-F,CONCREWETLOCK SHEET 6 2.HV BIADE0 AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LWITATIONS AND CONDRIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION ANS(MV SC315),USED AT BlADfS KNUCKLE AND FOR DPW LIOUHT CONNECTION TO ITLACKS SMALL BE 014x275"AND 114.1.75'RESPECTNELY,410-HMINIMUM T MUM SERBS CE TEMATE OLTA�NJ SHEET 8 SIM SISCREWS WOH 135.0 km YTE10 SIPfNGtH ANO 180 IOL TENSILE STRENGTH.PNS SHALL BE COATED WON BOMA HV OACROSH{IED COATING SYSTEM AS 1MNUFAC2URED BY APPROVED CENTERMAT-c ALTERNATING DEALS HV SHEET 9 COATOJD APPLICATORS.REGISTERED WIN AMUCCAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL&QUINUM EXTRUSIONS.SMALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.Me7IWM YIELD STRENGTH FOR 6065-T6 ALLOY IS 30:0 ked AND 35.7 Ic:FOR ENO CONNECTION DETAILS 1-6,CDNCRETE-ALOCK SHEET TO 6005-T5 ALLOY. MMIJUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE A BLOCK SHEET 12 S.Al SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR COMMON RESISTANT COATED CARBON STEEL AS PER ION SOOP5 WITH 50 Lai MIN.PELD STRENGTHAND 90 k.1 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY WJ FLORIDA manIHG CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK S.DOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AIS 304 OR 316 SERIF STAWLESS STEEL WITH 35 Id WNWUM YIELD SrRENGM. SHEET 14 ., ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFTCATWEI W MADE D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETALS S-X,WOOD/IV BLADE(E)&(f WOR40NO IN UNISON:72, 13&15 SLEET 17 B.THIS BERTIN H.Y.ACCORMON SHUTTER SYSTEM GEARS A U.S.PATENT 06.779,582.COMPONENTS OF THIS APPROVAL ARE COVERED•IN WHOLE OR IN PART BY U.S.PATENT 15'45ti,179 ISSUED TO EASTERN ENO CONNEC 10H OETARS 7-12&X;WOO) SHEET 1R METAL SUPPLY,INC. S.R SHALL BE THE RESPONS DUTY OF THE CONTRACTOR TO VERUEY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SIAL/CAULK ARTA 3: HV WINDOW BLADE 0 ONLY ALL SHUTTER COMPONENT EDGES WHICH RDANN,THRU FASTENING IN CONTINUOUS'CONTACT WITH THE BUILDING TO PREVENT MND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL.IN A ViSBi.E PLACE MATT WARNING NOTE DURING POPODS OF HUMCANE WARNINGS HOME OWNER,TENANT.OR OPIUM MUST PROPERLY CLOSE AL HV AND NO CENTS MhTES AB ENGAGE OR LOCK ALL HM AND NO LOC{5. AREA 4: HV WINDOW B AnF n 0. NLY 11,SHUM MWUFACTURER'S LA9FL SMALL BE LOCATED CH A RFAJ:LY VISIBLE LOCAPON AT ACCORDION SHUTTER IN ACCORDANCE THIN SECTION 1710.8.3 OE FLORIDA BUILDING COOS ONE LABEL SPALL BE INSTALLATION DETAILS.META.SIUD WALLS SHEET 20 PLACED FCR EIIERY OPENING.LABELING TD COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTIIA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SMALL COMPLY WTD{SPECS INDICAED SIN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROYIOFA BT THE JUTTw;RON WHERE PERM IS APPLIED PA 1&(0)T79S P.E.D.PREPARED BY THE ENGINEER 5 GENERIC AND DOES NOT PROVIDE INFDR1AAMON FOR A SITE SPECFY'PROJECT::..WHERE THE SIE coNDTOONS DEBATE FROM THE P.ED. (b)CONTRACTOR TO DE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTM1APON INCLUIHIJG LIFE SAFETY OF TNS PRODUCT.BASED ON THIS P.ED.,PROY,OED HE/SHE DOES NOT MMTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRU T:DN SAFETY AT SBE IS THE CONTRACTOR'S RESPONSIBILITY. (.)THIS P.ED.WILL BE CONSIDERED LWAUD R ALTERED ITANY MANS. I OBTAIN PERMITS IN THE STATE OF FLORIDA (d)STIE SPECIFIC PROJEC75 SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT VOC{MLL BECOME THE ENGINEER OF RECORD(EO.RJ FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PS-0.ENGINEER OF RECORD,ACTT 3.AS A DELEGATED ENGINEER TO THE P.E.D.DCANEL-SMALL SUMMIT TO TITS LATTER THE SITE SPECIFIC ORARDK;S FOR REVIEW. (e)OFCOINAL P.EO.SMALL BEAR THE DATE AND gIGNAL SEAL Mt)S+CWURE OF THE PROFE39OWL ENGINEER OF RECORD THAT PREPARED IT m FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone , A.T/�iAAi,4 ®2015 EASIQIJ META.SUPPLY,INC. �)afij7 /v BERTHA HV,,, [=rV�o� I L E C O s■�. e. ■ ■ Accordion Shutter System , A & KY.MADE#1 W1 OR W/0 TLV.N NWN HAZE American Shutter Systems awpTToN DATE DRAIN ITV. NN. 7rLL1T RESTING k ENGINEERING COMPANY OF 6355 N.M.3:N:R.S:s.516.vNy11A GWDS,nRtOi 331 Association. Inc. i OLD 11-1 92 N/13/IS NTE' 4/13/I5 II Ey+'� Prune:(305}871-1530.Fox:05)871-1531 4265 Westrocds Drive 2 xS'••, F.J�� e-G,3e^:raLx:coocLrnn DRAWING No s/0'"• �\�Ap� ED_DI8471a West Palm Beach, FT 33407 3 15=085 A L fiN AAA WATER A TLLY J..P.E N P.E. SERI%w� }7URE/DATE �'GN s SHEET 6 1 OF 20 �� -S,M OAY 4ADr VMIE5 f.Sla" �sof o 04' L g .os 'I 4.S71s "R�- t a,eSY a•�' i 3UHV UNIVERSAL FLOATER COVERED UNDER US PATENT 0 5458179 pUAUFlED FOR USE W/ HV BLADE T� 4 HV BIADE t 1�A HV WINDOW BLADES 6005-75 ALLOY AND TEMPER QUAUFlED FOR USE W to, 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6063-16 ALLOY Alt TEMPER 6063-T6 ALLOY AND TEMPER •095" AIX, 670• 7226'\a _•yJ� HV ADJ. ADAPTER W/LI �a, non,--' s. 6' .- °'07E' QUALIFIED FOR USE W/ HV �1JV WALK—OVER TRACK •9zD - ©}jV AlJ. FLOOR TRACK BLADE Q QUALIFIED FOR USE W/ HV 9O HV TRENCH TRACK �- 6063-TG ALLOY AND TEMPER BLADE 1 OUALIRED FOR:USE W/tN QUALIFIED.FOR USE W/W 6065-16'ALLOY AYO TEMPER BLADE TONLY. HV RAINGUARD BLADEiO G063-T6 ALLOY AND TEMPERQUALIFIED FOR U W/HV6063-T6 ALLOY AND TEMPER VARE6 1.938• FOR T' 1,915, VAPoE6 7538- 6063-T6 ALLOY A 0 TEMPER ^ 1.917'— $ 073• �T.-.. ._JI � .100- � ]' • A93• 093'' ec' nI 67 670 1.686' �,.f3TT 570. _ 35.• I 11 HV CEILING HEADER 1 I 13 HD CEILING HEADER/SILL 1� �3579 h OWaJFIED FOR USE W/ W BLADE 1 ONLY, QUAUFIE 6063-T6 ALLO ANO TEm�R"ONLY QUAUFIED FOR USE W/HV BLADE lD 14 1 WALL HEADER/SILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VAIJORY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE 0ONLY. 6063-T6 ALLOY AND TEMPER ' DaMPDNENT A 6 TI T2 X Y t k MN Y Y12 1 27 1 2- ;0.125' @2• 5•µqy„ 1/8 1/6" ---t lJ @2• 5"IM.i 0.192" D.192' U SIDE ANGLES CORNER POSTS QUALIFIED FOR USE w/ra ALUMINUM ANGLES +9 z.s 7"MAX. 0.ISO" 0.160 FOR BLADE OUAtin o USE W/Hv + QUAIJFIEDBLADEU7� W/HV - 6063-TB ALLOY AND TEMPER BLADE 1 ONLY. CC11 ! 2' S'wx1 0.139- 0.131" 6063-T6 ALLOY AND TEMPER G063 16 ALLDY AND TEMPER b` i FLORMA NMI! CODE(bon High Velocity Hurricone Zone N T![�'�• 0 2015 EASTERN METAL SUPPLY.NTC. 'Q`�� c,EnisFBERTNA -y- TM 1!L�6 -.-- Q■S■�■A■ Accordion Shatter System 7-- — KV SASE#1 W/cit W/0 KV WINDOW RAE *= American Shutter Systems Dl OP11DR CATE wmw at Nt *; Q ��`•(y = TILLIT TESTING Ic ENGINEERING COMPANY STATE 3x. A .n0AIM 331Association, Inc. { ixQ 11-192 I4/13/15I OnX _4/13/15 p,te r Pks n:{305}77{-1530.fcA:(C'}671-15 1 4265 Westroads Drive 2 1 ORA'A1N0 No ��p'. fLrJEiID \���` •- °w'1booOo41xan West Pcim Beach, FL 3340"/ 3 I L CO-OX6719 15-085 SlONA-�,`•�\ 1LLUR A TaffJr.P.E a P.E. 5717W66W V)R£/DATE n t c aatG7 c SHEET 2 OF 20 4378• W 1 1 1'-2Wt 1/�•-75 b.A .��. tFJl7 1,AS/Jm N:Rb71G'(IYNfl 1/4' - w U7 3• .741.- o ' (2 1'/PT ° Nam PAPAR= RaVID02 VST OWEDla ww f-- .ocz- t p Iq .879' .378' i ._t} L61KC (04?D .wuts E PATO �� __. °4sr•� � r e IaYs(o°Iu1L (olrmllE v✓a1>» S_ 13� HV LOCK ® HV EGRESS LOCK QUALIFIED FOR 6063-TS ALLOY ALLOY ANDQ7EIDIPCRO� ONLY ED FOR USE WJ IN BLADE 1 &HV FLOATING C (/ ONLY °p 3 3• OUAU SE W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER Lt ' BLADE 1 &Q�ONLY. B(AD£d& ONLY_ RMATE F1ED FOR USE W/HV BLADE 1 ONLY O.M. 8 4' 6063-T6 ALLOT AND TEUPCR pJL50G READ o 7.156' 4 u0lDE0 TO _ A. SCREW m 7A79• t.75J' a 60'AFTER RIVETING 1/4"P--2 S."P-HUMBSCREW tel4-0 RIYNUT' sma 9144 All"N"JMTS ALL"LA=lU'#E'lVl _F LL S 4W NLM".FMT I WM AS M\Uf�RLO BY A%OM MAN `� FM4 UVAOCN 4 566• .... C1E+'KY TOMMI A L'APRR A JCR;E.T 07451 OR ECLLtL © SAL MALE "T" LOCK CENT)ONLY HV "T" LOCK ®HV ALTERNATIVE LOCK Ln[KER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE WJ FN BLADE ONLY HV FEMALE "T" LOCK CENTERMATE QUALIFIED FOR USE w HV QUALIFIED FOR USE W/ FN BLADE 7OONLY b063-T6 ALLOY AND TENTER QUALIFIED FOR USE W/ HV BLADE(1�ONLY W/Hy BIWADE ONLY.OR SBLADE L%ONLY./ 6063-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPS 1.917 1.9IY __ po o � I 0 - '-TIRUM6TWti } ' CrUNOER OR 0'03' .211• ' ryy •OW A6Y..t4'• REY LrLINOER .Say •T� In .0 0.075'H;n. p 4RE H 0 0 E E o o0 QUALIFIED FOR USE W/HV BLADE 1 & A QUALIFIED FOR USE W 1 HV BLADEQ)&hA LLa M1 ;J 6063-T6 ALLOY AND TEMPER6063-T6 ALLOY dN0 TEMPER ` HD FS k a at VAMES,Ir 14 L OUlJFlED FOR USE WJ HV BLADE/1 & t.t3p• 6063-T6 ALLOY AND TEMPER I/4'ti7o ss oR /a•.-Ie I I iTNv.Dtueal 1 AC[IN.TA°165iCFilrS }I/P' CYLINDER r (SFE t{ D° — 0R KLM CYLINDc?h 1.78•Nw.: p° LOCKING ROD I/a o ® HD LOCK QUALIFIED FOR USE W/14V BLADE(DT » � HY 1 4» 0-20 AISI 304 OY REGENT HARDYIARE UOR ISE LOCKS SERIES 2333 HOOK DOLT LOCK 6063-T6 ALLOY AND TEMPER i6 HY $0-16 ACETAL J Q SS,NSTALLATiDN WILL REQUIRE A 7/16' HOLE �ERIES S.S. THUMBSCREWS QUALIFIED FOR USE Wf HV QLADE iCj 3u DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F ( tt 4 BLADE C}7 OVALIFTTD FOR USE W/ hN BLADE EQ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone SF `1K . '' �A& 9 2015 EASTM METAL SUPPLY,INC.R.......... dy o ,,`Q�:��GENSF ',•.J BERTHA HVrM Accordion Shutter System _ F-TiL ECO N c. ■ ■ ■ ■ KV.I ADE#1 W/OR W/O KV.WNW BADE American Shutter Systems n.,,;„E" Dors-,wv I CAPE DPAW W. NA. Z TTWT TESTING & ENGINEERING COMPANY ST k a Association, Inc. O(D 7,-lsz L/ts/ts w(c 41(3/15 A Q. '`a` e3s5 a.M.aas.]c.sw.xa xaaxA culnscs,nBH(v.at �'•-ELEJRLI�- r3 L rn:,n,:(WW71-1530.Fat,(JIOS) I-tuo 4268 Wastroads Drive = ORAAWI No F G 1 L,r«oo:a.�n West Polm Becch, FL 33407 L FSSlONA� 03-00067,9 15-085 111i'111111D1 0 WALTER A.nUJT..P.E. n.0RDA Lk-1 41167 5 SHEET P.E. SEAL/SIGNATURE/DATE _77- 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV 1Q HV �A a1 3/e-°I-) iz'1,11% CE TO BLADE P p HV BLADE 1 ! ' fl fors HV BLADE 1A - `CJ\! m;vnKaow BvnE .oszs 4t,.,�,Y_r A67S .OG2;i' I fI• ® !I, e'�'s 'm oPoav ,,fans Y HV LONG RECESSED-�NYLON BUSHING f a zxyay n KNUCKLE j � Q HV SHORT RECESSED NYLON BUSHING s=3 ��I• �1 e' ® HV NYLON HAT WASHER OOR® �'�° � � N 'I' , it � f!� s7w- ® HV WHEEL CARRIAGE A1SI 302-303 SERIES _ J I ( `='.4g�j-m ! ! ' //-_ X 0.870'x3/16'THICK NYLON "EEL 3 I I "� n 2 7/9-Mea Hv WINDOW 0.188-0 AISI 3OZ SERIFS S.S. Rff.7S ~' 315Is SEPI Cfl 1 OEM04 -1626') A675 3.7500' ® HV 1 3/4'ACCORDION PON W/ t18 HEAD * EXTERIOR �� pWOE PENNv9s t 5 a/4 0 ON ERS:+I=�'S g HV 2 3/4'ACCORDION PIN W/¢8 HEAD # -' 411 �s7,'P.� �14 aE'A/n4 .,. nnmpm' ® POLYCARBONATE IMPACT fiFSiST1'YT } TYPICAL HV WINDOW 8 ADE AND ! ® (DOR a or POLYCARBONATE HV WINDOW DETAIL I I n a ® ® j ! N.Ts. IS"NOTC F I ' REOUIREYENIM OOR® \V *POLYCARBQNATE IMPACT RESItTANNT HV W ILIDOW i I \- BAYER NAKROtON 3103 POLYCARBONATE 12'UN.CLEP v ict RESLNS, UV-SIABIUZED GRADE OR SABIC # PIN gEOUIREMEWS AT EMERIOR BLADE KNUCKLE FORLu TO"E INNOVATIVE PLASTIC I.EXAN 103 RESIN ! 3 i ° O OR 0 I I-("`.1i (SEE NOTE 'F' ON SHEEP 19). (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR T� rwa I 11 j BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O ORM •'-"r it I POLYCARBONATE SOURCES FOR 44 HV BLACE i EXTERIOR TYPICAL SHUTTER ASSEMBLY ., rPVYracr N"-s' YnYnA a7xawc ,.�..a.ms (2) IiV PINQ MAY BE USED IN LIEU OF Atli) ONLY Al Nv PIN Q°ex.V EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O cO324' BLADE'S KNUCKLE. rx^xe BLADE WHEN CORRESPONDING TO INSTALLATION '11', SHEET 7. O4 y,, y O (SCE NOTE FORs�°r r"" Arn on: 00o an aou wn � REOUIREYENTS) T tl I 1 1 IMYt£nCU St,al4tlf ASrY 00]! O.KO P.1. 0.50 Pw4 nEC.uP.e.9YROIT+11 N TRIO ARP I'm t23W PSA Y;45P P.,A (3) HV PIN @ OR @ W/ 1/2' O.D. 1/18"THICK S.S. WASHER 0 nra.uwoAvs Ase DmP swDm pSA .3.4w P.Y SHALL BE USED FOR DIRECT MOU14T INSTALLATION PER DETAIL X, Who SHEET ® \� mlaaD coo As:r Ossa n n-o! WHEEL CARRIAGE DETAIL ui0"F roam AM° "�_ 645'" n.s. $EMBLY LAYOUT FAE o*6wPc war Can C-1 ants Pi owls sur na:,CK xin clan 'D T neo r Yltanewsa AStY Ct13 TYNSCL I A17Bt F..M,SA.E AL'Y ab cYC PAA N/0 DSA. 1 HV BLADE SOLID (l HV WINDOW BLADE DETAILS °�""��t""°°� `� am N.T, FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ,"oN`AA��ER A, j�'r4,,� ®26tfi5 STEkF1 DETAL supply,INC. ............. BERTHA tS A.S■S.A■ Accordion Shutterer System �IL E C® i)IC. KV.BADE#1 W/OR W/0 KY.WNDON BASE �� TIWi TESTING & ENGINEERING COMPANY American ShuHer Systems DESURM70„ o.TE na.W+BY. UL &,65 Kw-30 .v:IA=.vnc..s.cv�s nam ss,a AsSociatton, Inc. Y CW'11~192 4/13/15 DATE: 4/13/15 Fno :(305)$71-1130.F. 4268 Was"roods Drive 2 F�;._ORIDA ,:'���� a-rt Pt 4ea0adccn West Palm Beach, FL 33407 3 DWAMNG No s/OrVgL.Er}G; � w+>ER°A°r°0fiu719 Pr . 15-085 P.E.967 L 810t44IiURE/GATE n•040A L�E 44167 s SHEET 6 4 OF 20 "NOTES ON HV LOCKS AND CENTERMATES:• e eRY k:l\ u x x s T u 1.M40A70QZUn2 it_ONE FN LOCK(a or 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORBw-O2 OF SHUTTER SPAN FOR SPANS UP TO 105;AND FOR INSf TKN75,�T ANY FSEVATWN.1N LOCK r 6 MAY BE USED AS AN INSIDE OR OUTSDE LOCK,ATTACHED TO Q OR tE9 CETTfE1LANTFS W/(21 1/d'V-20 x 12'LONG FIAT HEAD S.S.N.S.LOCATION OF LOCK SHALL BE AS INDICATED ON O�Q TYPKCAL SHITTIER AT1ON.. 2. ff DE5KNED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV ^� LOCKS OR Et MAY BE USED AS!N INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERNATES OR SWILL BE AS INDICATED ON NOTE(1)ABOVE LOG N OF LOCKS SHALL BE AS WD.'CATED ON TYPICAL SHUTTER ELEVATION. v-- 3. I) �,�Ug H.V.LOCKS) LOCIONG RODS ARE NOT REQUIRED ATAURR,CAN£POSITION,SAFE MAY -- d 5 �ar 0 (�4� •' BE USED IF DFSI %TO ENHANCE SHUTTER PERF. LOCIONG RODS 04 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3`I= 4. OH.FIV LOCK ®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN SII AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or Qq SHALL BE USED AS AN OUTSCE OR INSIDE LOCK. II ATTACHED TO CORNER CENIERIAA7E W/(2) 1/4 0-20.1/2-Lac FIAT HEAD S.S.Ms.TWO LOCKING RODS AT TOP t BD M SHALL 8E USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHURTER ELEVATION. MAXIMUM SHUTTER SPAN SHN1 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. IUMU t:l �f 5 •ONE ALTERNATE FN LOT]( MAY BE �IN UEU OF HV LOCK or FOR ANY SPAN AND �I,✓1 INSFAlAT10Ri AT ANY ELEVATION. ERNAT'c LOCK 2 MAY BE USED AS AI7 SIDE OR OUTSIDE LOCK.ATTACHUENT 3 sKro z" OF 1/4^o-20x3/4'S.S.THUMBSCREW TO @ OR @ CENIEFANTES SHALL BE NADP W/1/4'6-20.3/4'ALUM. 1 bcyc El i bg� RNNUT AS SHOWN ON SECTION WE SHEET&ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. ® B.'�PSn CONDRIOH it FDR KEYSTn: �'�,T INS'•IA 'a ONE IN LOCK or or®SWLL BE USED AT 1/2 OF 5N(117ER SPAN FDR AHY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 1 j .0 W.AND FOR ULSFALLATTORS AT ANY ELEVATION.HV LOCK 18 or @ a @ MAY BE USED AS AN MDE OR OUTSIDE LOCK,ATTACHED TO Q3-or 0 SYMMETRICAL CENIERMATES W/(2)1/4-20. 112-LONG FLAT HEAD SZ, SEE END Ms.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 w/ f(� 1 *"CRO" t + OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. 1012;ONSHEETS o c L x K J . L r v w x 1 .1FOLL " "NOTES ON HV "T" LOCKS AND CENTERMATES: HECHT, OI'CORNER 1 ...m. ,� ...____.__........ CENTERMATE D$:ONE ALTFliN47E HV T LOCKK KS2)MAY BE iNS�ALLED KN LIEU OF HV TACKS j OR Q$FOR ANY SPAN AFib 1 rw�mv�w�o110•�3Je !L�—STALIA710N AT ANI•ELEVA7�N.ALT'�iE .LIX:FC(SO�Y BE USED AS IN INSIDE OR OR LOCK ATTACHMENT hX n� OF LOCF.C g INCLUDES USING REINFORCING LOCKE73"�,AS SHOWN ON SECWN HVG,SHEET S.WHICH MUST BE 10 �a •� V.�a ---- CONNECTED .CENREINATE4 0 AND W/ 1/4.0-20. 1 1/2•LONG SS THREADED BOLT W/7/8•o.3/32' �� WHJCNUf OR Wf T/a o-2o.1^ss.M.s. W A 1/a o.s/8'RNNUT.LOCK MAY BE DJSTALLED AT MID OR 12' l„:-�l•0•��I Tj,uA • 7�' 6 s' I AXMJM ABOVE AND BELO%1 MIDSPAN.USE OF TWD LOpONG NODS TOP AND EOTOM IS MANDATORY. (8Q•�a�9i•�"� �°"C�• *NOTES 0 r C`NT TES: CAL 1 HV BLADE SHUTTER ELEVATIO ' NO txx OR C51 °ONE ALTERNATE& RD LOCK®x`�USED DK UED1 OF FNV LKXXS OR FOR AHY SPAN AND RETALIATIONS AT AYY FIEVATTiN.ALTF3INATE FID LOCK MAY 8E USED . . AS AN PLSlDE OR OUI LOCK.ATTACHMENT OF HD LOCK�TO�IS W/3 18 z 3/8'EH.SS.11s.,AND WCLUDE S RBHFgi2CF.MEM tNSi]Hf AS SHOWN ON SECTIONS H09-M AND TjOC-NIC,SHEET III I=MAY BE 04TAllED AT LUDSPAN OR 12'MAItMUM BEUDW OR ABOVE MDSPAN.USE OF LOCKING RODS @ IS OOMFLETEE.Y OMONAL R on High Velocity HurriconeZone' ,,•"��PP{A.r��ii``r, 0 2015 EASTERN METAL SUPPLY.INC. P` " Tom'- BERTHA HVIN: ��CcNs� ;9 Accordion Shutter System 771 . G C 7m.. ■ ■ ■ ■ EiY.HIDE @t W/ai W/0 KV.1NFDQrY DUDE TINT TESTING &ENGINEERING COMPANY American Shutter Systems p .,c„a DATE DR"N Br. uL STATE OF Q` W;}KM k i SR SL.J Y KT GM WTS FLAAM,Mi AS SOO)df)Oh, Inc. 1 OLD 1 s-ts2 4H31i5 UtA D 4/13/I5 FKC :(3oS)en-1530.cc.:(3o5)a71-Psst 4268 Westroods Drive 2 �`•., �(,ry iL , DRAWING No West Rolm Becch, FL 3340; 3 „.TONAL r- oNuLTEB A MUT J:PE 4 15-085 P.E. SEA�L'r3R2I3M5E/DATE I FLCIMA lx.8 44167 s SHEET c 5 OF 20 �ONCREFE ANCHORS POURED CONCRETE POURED SEE SCHEDULE ON OR CONCRETE BLOCK POURED CON4CFETE SHEET 13) 1tE0WRE0NaRs -1/4'O-zO B.S. REOURRDCONCRI! T OUKl—�Zlz "RED TOR SEE SCHF1X1CONIc ON MYf,%4-2SCREWS CONCRETE AW40RS Q 18 ma:(9E eiOLH:W�i ON SWAT o SiiEET f3) HUTS O 12'O.C. (SEE SCHEDULE O.N 51i�t 13) Y 1' V4 'sn• 1/4"4-20.3/4"SS FFa _�J E0 CQ MACHINE MEWS EO USIK 1/4•-20 NUTS 19 2' 0 12'0.c. N/ E D.• .250'M... i --- 13 IX+ 5 / __ - -241 �1 S _ O .250• I 750"WL MGL 1 X11 i OPTIONAL I ) m acsF Y 1 L, Lg�� ,1 1 OR 1�♦ E%15liNc MCN.SWARATYJN TO GLASS EbSTINC qw'q? i i S'SARA110N TO CLASS I 1 GLASS SCHEDULE ON 91k:.ST l I)J--- _ f—(sEE sCHwtu oN SHEET 11) _.... _... ExtS71NO , 1 (�A HV WALL HEADER INSTALLATION QC HV WALL HEADER INSTALLATION (B� HV WALL HEADER INSTALLATION,+ KEYSTONE )AN.SPARMOR TO GLASS G1AS5---� ,1 ♦ (SEE SCHEDULE W SHEET 11) 1 :Q OR 'V�' UIN.sEPAUTION TO CLAS: 1 OaSnnr sOra.[a am I, `(SEE saoxnx ON sKEu 11)it RX UME Wlm- —. 0Isu19M GLASS— F- L SS III I 1 - 1 I/.* OPQONAL13LE4 _____ Ea- � __ LL'ACHIPS TRUss HEAD I 114'0-20.3/4.5.5,PHIWPS 4ACICNESCREWS USN".. CONCRETE A4040is ! TRU+NERD M,C111NE SCREWS 4 .ETE ANCHOR5 7• 1 i/4'-ZO NUTS O 12'O.C. (SEE SCHWULE ON W/ 1/4•-20 HUTS Q 12'O.C. POURED QONCRET£ SCHECULE ON SMEET 13) 1 Nw�. SHEfr 13) OR CCHCRETE BLOCK _" �Cla�ANCHORS R1CONCRETE FLOCK OWRED WALL REQUIRED @ HV WALL SILL INSTALLATION �' (SEE SCHEDULE ON OF WALL SILL INSTALLATION PGOiED CONO7ETC SHEET 14) OR CONMTE BLOCK 'VA' REQWHED EQ HV WALL SILL INSTALLATION NaJr-FOR CO9NA""' SECTIONS INSTALLATION DETAILS W/ 1-SEE SHEET 4 FOR TI C&SHUTTER r, G a.m EDGE "ON DISTANCE of HV BLADE SEE 1lMRATIarS OF{75E 22 iYIVNNIINC SECTIONS CAW BE COYBMO (s£E SPASSEMBLY EaF1CAT1ons0HS ON SHEET ,3) SF eLA7E qty ON St{EEi 19 LI,J 8J AY(tYAT TO SUIT ANY aSTA11M10H. nuulnN FLORA BUILDING CODE Non High Velocity Hurricone Zone ®2015 EASTERN METAL SUPPLY,INC. SF'�9'�, -�- BERTHA HVTM IfL�oiuc- A,s,S.A, Accordion Shutter System Nv.aAx p W1 OR W/o N.V.WWW RACE *: �� ,�/� = American ShuHer S tams TILLIT TESTING & ENGINEERING COMPANY c. Gtw1-19 DATE DRAWN Or: M.L. SATE DF 4� Association, Inc. , OLD TT-tee y1J/1s wTe:: 4/1J/Is 6335 H.�.S.,h A..Rr.363.I'>4�1.fAR7Lk5.it3hTY.J.11 4265 Westroads Drive z 10RAvr1NG No 0\ 0 . c ,ysc West Palm Beach, FL 33407 3 ;,10 NA iLE10\ `10' WILT�rLDzn;�a":,P 5 15-085 P.E. SMA SHEET 6 6 OF 20 C014WE ANCHORS ; 1.L�v 1 OR Q�� E umNc t i0 awm t POURED (SEE 501FDL,E ON SHETT u) - =M{GECcomertEM 1:1 FM ON i"(s¢SImrAE 5 EII SSj REVARED EDGE OF NN W SII i�JYM ' A^ /$E COSTING arotSi4.Lq '� x1M 9stT,13 :. ; `i' C=_I r , i ; EMRINC ; ,E V ;i ,! �1DxS/4�ItIX WISPIER HEAD r' ' EDGE OF CONCt t DH t 3 aR 15 ; s!a HP TON RErEEANCHORS Mxw6m t ($Zz SCHEDULE ON SHM 13)0t 7 EDGE OF E%STrNG ' ,, ' EDGE OF ' EDGE of APPLICABLE ,/z z s— SIAB IF i m aRwaui+ APPLVaZ , W-kS IF o. o' APFUCAMEPOUF kD� '� FLAT r+fM CONCRETE ANO10M D. CONCRETE (S.E SCHEDULE ON SHL>:T'14) c MUIRED dX3 C=` may+ P(',UREEI __.,. ....._....__. f�WIREa FIAT HM CONCItM ANCHORS OR Qy coNa:EtE n {sE�scHEoutc off sz1EEr:,) I I TRENCH iNSTA t DON � DA,tsmaQr� FEaumED a. �D ONLY FOR UP 7O+70,-76 PSP ASD. Q BY WALK—OYER INSTALLATION OMSTN PRESSURE RATING dt FOR SPANS PER ( ITV FLOOR INSTALL g7,',OON t SCREMLE 03.SH'Err 11 0 (Hy c 1E uNG lNSIALLeTiON �_ m aAss J� CONLT;£TE ANUfORS . {SEE sCNEDmE oN-] v4-a m,Dnu,x rAam+w� o�r1 mm ro I i (� .. + , QW. a T __ _� Fx sru+c SHEET T Ts) rMClao,00Y 09 1/410 s 3j4•icA n [aR 06 -^� xc,ewc a +q 0L FM W TO 4•-4'SMMe ?, � r� 4'=Fal AAS Lam. UM CLASS (I� O-D'LIP To 9-0'WX PMT .' r1 y, ; ;-f O,pr L!XE NCIi TT UN JIF 11 1/2 $t0e3/4'M M 3/B tW1t. FZ r� Y,2, a' j ' WASHER tr-.Ad v _ ccar:.~rxAvr--�^•� ` -�.. W • "---L:/ �, ;i �r^�Tr7C SCREE "".��V_...- i N;• Jf 4 11'O.G. t $. a 1/4x3/4' HEY.HrAD�../` �� ,+S YS SEK SxRlwS a 9"O.C. - .7 {14>•.T/4"SD-5. :.�: ' CON',,.REM ANCHORS 6 7 '/ '�.O 9_6.C ttas- oR 1/4.0-20 Ss.NS. {SEE SCHEDULE ON if _�- , 1 �M SRAM H/NUT O 9"D.C. i SHEET 14) ^ •' •`2,00-NIH.,- Yfyt,i9L{OECOM,AE •tet "-•---- 3 #7 w 18 T/2" _.,' f7 t8 E' 1 En"• SW EDGE T>r' It4w5/4"F.H.S.OS. .�r�-N44..:.:• NOD WM63:iC B.0 WOURM ' CONCRETE ANCHORS NOTE 13(b) `^SEE oalc is(b) •.'y+y '^4 POURED CONCRETE {SEE'SLZ1£DULE ON Ott SHEET t PO'uR]3 CONCRETE ON SNET I 0. ._....,._ _... ORCO'NCREIE L#40Ctt SHEET,4) OR CONCRETE EIG"% *,KEYSTONE MO�iNT1N„C3),�S'r8 oS�,,TIQN ___✓__.__ REauRED WOUIRED u EES Asa OSsM v�aF+r:.s1I INSTALLATION oPD«vl F 1 �iY WAt E F100R INSTAR AI(41� O NY WALL WALK OYER INSTAILAI!_QPd_ Waa um 99M$PM a'-D- CONCRETE W.s"OOM O MY RAINGUARD INSTALLATION t _ bm t INS ac�aEALww�'tEwsEO tyyy tyyR 1 A±^ ROH �ECiIOFIS: •E d,a EDGE DISTNICE Ap}ACENT TO AN OPERNII.EF ONS Qi'L5E rOR{SEE SPECIFICARONS EON 9fE T,3, OR ENTRN+ N SHEET,9 INSTALLATION DETAILS W � HV BLADE I-SEE 4 FOR STF4CA7.SHUTTER ❑ rye'/, p��t'AN CODE yy 9-NOUNRNC SECttONS CAN DE COUBR1ED fLORDA UViLAflNU 4VUG{AOn High �L(OCity Hurricane Zone ON I'm WAY TO SWT ANY tHT91AR0N. 0 2615 EASTERN Dau sut'Plr,INC. A. .... RTHA Wit,,=tm A A BIDAccordion Shutter System ■L E ■ ■ ■ N.Y. E#1 W/OR W/D KV.W N BAM /7American Shutter Systems DacR�+,a DATE �RA,�v er uL nt.UT TESnNO do ENGINEERING COMPANY Association, Inc. 1 OLD ri-192 <Jts)15 dATE: ++j,3/75 ,.p•-+ TATE DE •�'S was N.N.sates s..Sa..wSs V"w-A Da?aaM ftwzA 33, DRAWING No �''' Phac:(SCS)elt-ib30,Fitt:{3W)ST1-1537 426,8 Westraad$ Drive 2 t tZ-Q. — West Potrn Beach. FI 33407 3 15-085 'St 141M. ,moi�LIIUJI'J,�P s SHEET P.E. SN 1j SfGNA�li1RE/DATE It c 7 of 20 SEE END WALL CON 10 & 18 SEE Noss ON LOCKMG eros®.W LOCKS s® oUT SI IN ©GSnNG CLASS INSTALLATIONS W/ 1 HV **AW ALT MTC 1N U=0O%W 5, BLADE W HV CENTERMATES BADE ATES&AaPRJDUAA I0"fVF P VAUG E ALL aQr,nwATEs AP4'{JCQKAI MIT,1�ADEQ �° /•�'® t0��' OR SEE END WALL CONNECTION � —————————————————-- — - _----------------- 5 2'>'21t/9•a7•-2' 1 I 8O•®wQ+®w1�•®S 3 1/4• 7• G 1/2' 7- AK tY/(2),/4Y7APCQ.N 1/2• ��,® _ OPPOSING SYMMETRYCAL aquas TO CONCRETE I- CENTERMATES CE T RM TES glt0.1/2•SuSus,To/6017019)& i 110,3/4'sHs.o,z' V�/ HV LOCK or i w1 TO��ON ( AT EALT1 AHME(M')1 /`- o.c.M1 L&Off. .� W/ HV LOCK or (SEE V'HEDOLE ON SKEV 11) is 5 2 F0 UT] HVQ ,o•'D°^4•�®'©a HVA HVB 6 • s �,o ETGS,IN3 GUM -"oma CO.acN ii OR sT1Nc\0.Oa'0.0-08-®° SYMMETRICA 6 7 w 6 7 F - 8 -®ocO9•®�@.02\ctnss O CENTE- * r IN ©�®'a�•�AO��� wu.s�AaAn r� m p"T LE Nw75 N ®„�* W HV 0 .6 (INTEMOR) ®'0"® ©�1®,�5 oN 4- 11) / SONED — ON SHEET„) (IN,EIbOR) . OUT ----------- ------- --------------- �.— EONEREE �/FNpT�rS __— ---- _____-�. * O I 16.O.C. 1 * 3 ( vAms a —� a® OUT]_ 6 1,z SLACK ERR]R ( ) HVE HVF** FLORIDA BUILDING E(Nori High Velacity Hurricane Zone `"`tjlµnuN/h/yryj ®2.015 EASTERN KETAL Sway.Lac. BERTHA HVT, A S A Accordion Shutter System i—LTE C A N�. FLY.RAX#,W1 OR W/0 KV.WlNJUY B ALE Tilt)T TESTING dr ENGINEERING COMPANYAmerICOfl Shutter Systems _ o=scxrnc� 4'• STATE OF eras N.w.36N u.s ae,a ti¢A oserTs'--331 Association. Inc. t OLD,T-iS3 4 13f15 17A1a �/IS/i5 Pm-.:(x)71-150.s;(sa5)e71-7531 4268 Westroods Drive 2 1RAYANG No %O ,FtOrRppr��60P,�G��`t�` ° s�°O�y�" West Palm Beach, FL 33407 3 D15-085 MiML Ai-B 44167 0. E. S I P.E. SYAl11 AidL2E GATE c SH8 OF 20 ALTERNATE INSTALLATION W HV "T" LOCK & HV MALE FEMALE "T" LOCKS CENTERMATES8 9 LOCKERS W 1 V BLADE SEE END CONNE TION WAIS ON SHEE18 10 t 1n INSTALLATION n HV BLADE OUT M `��°` aroE05vcx ocv�trF,rwtEo w gar e, I W/ HD CENTERMATES�B i nvxarm a+Has VW.WY¢MO mN ttc u I tATNl.l110N Iw-me 9W..H Ms 9 SFE END WALL CONNECIIDH L o•®-©•®-©•®a QQAtFS ON SHEETS 10 a 18 I ®-U•6-©.0.0- 3 uac i a t{0 i Vw -�•� (annNW 4� I t L-_-----------------------------------..._--- _._...---------- ftytonh'�ss�ro�na. � 1lwir sus.:r -_`-�_------- -- K tI011N3L I OC Ni t!]tOQ * (4)ILY. IN m� 30 NV .T" N rva(rrr.) ( i1+T.) , S al 3 ` LOCK (INSIDE) 1 y, 1 P 11 - t we ..__ 3 AW OUT 31 w 2 33 31 oa� 31 oa 31 os 2 llwl /4" 0-20 x 1 1/2" S.S.M.S. r."J 35* (a mw ME tsnc G M 1^�(�• # 7/8"0 x 3/32" WINGNUT. (wnauT)HUB-HYB OU HDC-HVC �w%Orr 5. 3�0 NV "T" LOCK (OUTSIDE) �£RMATES S111IMETRICAL HD CENTERMATES SYMMETRICAL HD C NT t mas s4.s uu.etut HV—G* '✓�/(91 W/ft L� LOCK (IJTER10R) xoa.-u ALL&4 vme nutac n•el >�..©•Q7-© 1-�•®- lmw tanstxr.run 1 orau. ati WWrA[�xr I vR aman 1C1iefW,GC74-L f,KVjam, ©•O• -©•O•®- )OSt.R Cq.l. ------------- ##w z+a rwnc a,ot®oa.�.�uJrn rs w..toe.0 m.rzrW�.nwm+s.nt W c O HDD—HVD*� FLOATING STACK FLORIDA BUILDING COBE Hon Hiah Velocity Hurricane Ione JO•`��R A. IGC%''.,, (D 2015 Ekwmm 11Erk SURLY,WC.. �? BERTHA HVTM '��GEIV�F':`�9-, 1�=LE o ,��. A S !� A Accordion Shutter System ■ ■ ■ ■ KV.EiADE it W/OR w/o KV.WIMM MADE Q �/i✓ "* American Shutter Systems ME* a,C MVN BY' M TiLLIT TESTING k ENGINEERING COMPANY TATE of a Association. Inc. oLo n-192 rA 4/13/15 9'• .C. (Sm}371-1530.r:(305)971-1531 4288 Westroad5 Drive 2 ..... ORAWIM1IO No \ rn+a9:4^Mcz6a�:'.ttm T5'p.S( Pa1nt BOCCh, FL 33407 3 '' sslQNALE G `` a°AUJIORM u1I.E P.E. SFJ+L�S�I�NATURE/DATE 0 SFIE s of 20 POURED CONCRETE POURED CONCRETE -pOURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CCHCREFE / OR CONCRETE CONCRETE BLACK'WADI. BLOCK WALL REQUIRED 13LOCK WALL REOUJZM BLOCK WALL REOIM RECKIMED /-EX517NjjiiG�'GLASS J ^r7CISilNC CLASS CONCRETE ANCHOR �VQSnNG CUSS / IARL'SF3YtiARMR Ii J-- _C V211114 - To E%ISTN3 CLASS(_7 )GLASS(SIX - - MTL S0*AgIM7 S E GN'34FJ .,O� WC SEPARATION EO TO W/SS(SEN 11 FOR GLACE mRD7 SCHMUE ai SHMY TO QAC(SSE SCHMUE ON S#LT 1/16'X3•MAX. CN 9fu 19 FMR 11 CLF GLADE QAEi) S'OfTX�ON r 11 FOR BLADE LAND (6063-T6)CONL MADES(1)&Q� 1I CR M 1D FOR i/2• 11 rcR 19 WNo ON STET 19 FOR ALUN.Q.OSER (LOCATE AT 1 aA: w.® PAT LATE. 9ADEs�&Qj 1/2-WN. - DEO) ( I•F USE I.OR a UNC / (AS APPUCAB'MX2'X7/B'y0'-2" /10Xa I SlAS. I --' ALLUNUY CUP ANGLE _---- )10.1/2'SUS.,_ ___—_ D 16.O.C. O 16"O.C. F"k ------ (6063-T6 At10Y)AT UID I. 4 \ l J+ _ (1)1100/Y S.L.S.TO©* 10, (2)1/4'0 TAPCONS ANCHORS TO Tj SEE CETA L X FOUWALL AT 1.O.C.(LOCATE AT ®� SIDE CORLYECTION OR IQ' EITHER SIDE Or 1 OR 1 OR SEC DETAIL X rOR 1 OR 01' TO M 5 SSE CoteRECMNI ��-©.�j.6 •®- SEE OETNL X 4 6. -tA6a.t7�e1 TO TRACKS 6.7-6 O.f,r?�,, t� ,rte SOE CONNECTION (A(��� '�- 0•®©.®o- 6•®'®''13-©'V" TO TRACKS ++ C.T®-Y'!•Q. ©'©s ©•0.0.©.0.0- 0.0-6'0-0-@ 3 ND CONNECTION DETA END CONNECTION DETAIL f0 END CONNECTION DETAIL 20 END CONNECTION DETAIL POURED CONCRETE OR ♦n-w oM_Y FOR SPAUIS CREATT R TNAN 12'-!r ---'--�EX1aiURG GLASS G'UU4GM BLOCK WALL �,c 4 4 Lai SE'.'iRAT10N $T 1/2"S.A 3 ------------ TD C1AS5(SM O 16• .G EAN.SFPAR/.IIMR Y -- - -- ,�,.wjz ARE(DRO CON i/z-L4Y, m RAs r .------------ ®oR®O(R�OR ON 9iM 19 FOR ANCHCR O �' S1FEr .,� CREKaREtE BLARESO&� 12.O.C. / .-_. a_ 1 FOR 4 ...__ �CR �OR� ANCHOR rr0 J F3/O6 ON 0 C.L. 4FO OR V u _ � 2•UIN. 2'laN. +SEE u aW'E©ADN SNc2TUf9 F1'R VIEW W Y $ 1 OR �' PLAN DETAIL X LPOURED CONCRETE OR d 0-® A6� A'F'B C04RFZE:BLOCK WALL 8, � -®-`lJ'c�-©•0- END NSTALLATION C00UIRM �'®' Q O•©-O.O.O- n HV BLADE OR 06 HV WINDOW BLADE INTO ©'O 0-0•0.0- ®- 0 CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© -p•® FLORIDA BUILDING CODE(Non Nigh Velocity HurriCane Zone' 0 2015 EASIERN URAL SUPPLY,INC. 1��... � � � A BERTHA t'1 TM rac. Accordion Shutter System • ■ ■ ■ HN.BADE#1 W1 CR W/o TRV NINOOM BADE PLOT TESTING & ENGINEERING COMPANY American Shutter Systems oscRrasae DATE DRRI Br: M STATE OFi2 a Rx,HS.3u,.S,,r.X5.1 COMM� ,H Association. Inc. , OLD 11-192 4/13/15 RATE: 4/13/15 p' w e:(aasjan-0s3D.F-;(M5)871-1531 4268 Westroads Drive 2 �fi''•. DRI ��`. .-ff";e«eaudca*, West Palm Beach, FL 3340? T OFhNTNG No "N', ZONAL ti�;G la-DDDeT,D 4 15-085 WAL.TLT.A TTIn.k.PL P.E fttIiE9 WARE/DATE FlORrn U_.t u,eT a SHEET 4 10 OF 20 SCHEDULE 41 SCHEDULE A2 SCHmULE A3 MAXIMUM SHUTTER SPAN 'L+'OR 'L MAXIMUM SHUTTER SPAN* 'L+' IMUMSHUTTER SPAN*'L+' --' (ft.). FOUR INSTALLATIONSNW/tel, OR "L-' (ft.)FOR R 'L-_ (ft) INSTALLATIONS +U( Tom+IFr;<N0 _'.�93ES` & or INSTALLATIONS w/ CONCRETE& W/ONE H.V.LOCK ®Or Of�or �� MANSORY WAD (1)L+: M ALLOWABLE SPAN FOR . GIVEN HD LOCK W/NO LOCi(ING RODS or ONE HV LOCK or or & Wi ONE HV LOCKS POSITIVE A.S.D.ASA.ABLEDESIPRESSURE RATING. L-:MAX.ALLOWABLE SPAN FOR A GM1r7V NEG4TNE CEN['EMMES®&®W/ONE HV'T' WJ NO LOCKING RODS OR W/NO LOCKING WWTI A B, C. D, E. M. N., P. 0, ASND.0.3TGN PRESSURE RATING. LOCK®W/IWO LOCKING RODS®TOP & (SEEP NOTES 1,ti)® ODS MOUNTING F, K&L R. S, &V. � (VALID FOR MOUNTING Q (2)fNtOCE0t71RE TO DETERMINE MAXIMUM SPAN FOR BOTTOM _EE NOTES t.it) SHEET 7) FLOOR/CEILING C.H. I, 17,J T, U. W &X WALL MOUNTINCS(TOP/BOTTOM)OR FLOOR/CEILING: n�N CONCRETE A WOOD MOUNTING ttSn+ CONCRETE ri06D INSTALU710N5 V AsUA*" CONCRETE n &M GIVEN A PO=T ASA.DESIGN PRESSURE RATING. p"(SAW WALL MOUNGNG tt0�7/CDUNO ^ WAM�� �`a DETERMINE IWtMUM SPAN 1.+'FROM SCHEDULE- Nnc FTOOP/OeDtG YOUNf3P, �!} MOUNTING , a7 oR GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, rt0az/gnu:.Liwa7nt+G (.oR-7 (+oa-7 ROC NL AXANRNG DETERMINE/AXI/V/SPAN 'L-'FROM SCHEDULE.L. CO L -� l -M--Ft— (q t-K (N t i(s) l-E-®7 d '�UM SHUTTER SPAN 1+"OR 1 FOR -0• so 18'-O' i6'-0' DMTA.LACONS INTO WOOD SHALL BE LIMITED TO FlN4L LWIAU14 ALLOWAB7I.E SPAN IS EQUAL TO THE 30 OR 16'-0" 16-0' 16-0' 16-0' 30 _Ifi':0' 76 35 14'-t0' 14--10' 15'-2• 16'-0• 35 14-10• 1<'-t0'_ 35 15-2' ;14-3' 705 psf.ASND.DESIGN PRESSURE RATING. J�JM-17,1.1 L7ETERMINm SPAN BETWEEN 1+•AND 'L-'. _ 40 — -1J'-10' 13'-10' 14'-2• 15'-2' 40 13'-10' 13'-10' 40 14'-2' (3)PROCEDUM TO DETERMINE MAXIMUM SPAN FOR 45 13'-1" 13'-1' 13'-4' 14'-3' 45 13'-1' TY-1' 45 13'-4' 'i' HV CORNER CENT7RMATE/3 MAY BE USED AT ALL COM07NATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S' 12'-5' lY-8• IS'-7' 50 12'-5' 12-5' 50 12•-3' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CFIUNC MOUNTINGS: 55 11'-10• 77-10' 12'-t' 12'-11' S5 11'-f 0• iT'-10• SS - 'D. SHALL BE/S INDICATED ON MANDATORY CONODWN J'2 MR A 0WEN PQSR2VE AS.D.DESIGN PRESSURE 60 17'-4' Ii'-4" 60 10'-2' NOTE f5,SHEE75. RATINGn65f0'-10• 70'-10" tT-C is'-11' 6570 t0'-6" 10'-6' tO-9' ti'-S' 70 10'-6' 10'-670 8'-9' _ L1+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. lz+,MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 TO-1- 10'-7• 10'-4' 71'-1' 75 10'-1' W'-1' 75 - W-9• tt EXCEPT THAT GAXMUM WJFTER SPAN 1+"OR m7AW.TIONS. 80 W-10" 0'-10' 10'-0' ID'-S' 80 9'-10' 9'-10' -L-'ANT LU70MLA1 A.S.D.DESNG F-(L"SSLM RANGIVEN 42 FOR FOR A EN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-0' 9'-9' 10-5' 85 9'-6" 9'-6• INSTALLATIONS INTO WJCR5 E OR CONCRETE BLOCK RATING: LLOWS: 90 9'-3' 9'-3' 9'-5'~ 90 91-J' 9'-3' SKV_L BE UkM AS FO L1-_ANE: 95 fl'-0' 8'-9" 9'-2" 9'-10' 95 9'-0' 8'-0' LI CONNECTIONS TO -1.AND 8--VnSP L7 VAX.SPAN MR WALL/CONING OUNTIFATIONS. LIMITED TO +84,72 p.a.7.ANO 8'-D'SPAN, SEC Ij_w�,S. }�FLOOR CLRUNC MOUNTING 100 e'-9' e'-<' 9'-0• 9'-T 700 8'-9' - B'-a' MOUNTING®ON SHEET 7, INSTALLATIONS. / 105 W-7• Y-11• it-9• 9.,. 105 W-7*^- .7'-t1' 110 8' a' J'-T 8'-T 9'-2• 710 8'-<' 7'-7' FINAL MAGNUM ALLOWABLE SPAN IS EQUAL TO THE 115 tl'-2' MMMUM DETWEF.11 L+'.'T2 F'.1.+=:VMD a . 3 B•-4• E--,7- 175 - s•-2- SEPARATION TO GLASS SCHEDULE 120_ W-D' W-11• W-2• W-9' 120 6'-0' 6•-Il, 125 7-10' 7'-8' D'-O' tl'-5• 125 7'-.10' 6'-8' AL WA 70 ANCHOR SCHEDULE WITH FINAL MAXIMUM A110WAL'lt SPAN AND h'EGAtt�AS.O.Df:SiGN 130 7--s. 6--5• 7-_-110" 8-1" 130 7'-8' G-5 MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR Y35 Y�J' 6'-2' f-6'�.. "T-42135 T-7" 6'-z• WIND ZONE SPACING. .._.140 V-5• 5'-11" 7-T' 7-6' 140 7'-5• 5'-11• ASTM E-1996 SEPARATION _ 145 7'-3' 5'-9' 7'-5' 7'-3' 145 7'-3' 6'-9TO GLASS 150 7'-2' S'-7" 7'-4' -7'-0• 150 7'-2' 155 7'-0' 5' 7'-2' 6'-9' 155 r Q s-s_.. 1 THRU 3 160 6'-11" 5'-2' 7'-1' 6'-7' 160 6'-11' 5'-2' 165 6'-10' S'-7' 7'-0' W-4• 165 C-10' 5'-1' 170 6•-9' 4'-11" 6'-11' 6'-2' 170 W-9• 4'-11' ..._ 175 6'-7' 4'-9' 6'-9' F_- 775 W-7' j.-9' 180 6'-6' 4'-6' 6'-8' 5'-SO' 180 6-6' V-6-6' J} H V BLADE 185 b'-v 4'-5' 6'-7' 5.-B. 185 6'-5• 1'- 1917 6'-4• 4'-5' _6'-6' 9'-b' 19D -- 6•-aN - _4'-S' 195 -6-3'LL---4'-3• 6'-5" 5'-5' 195 W-3' 200 _ . G'-2' 4•-2' a-4' S'-1' 200 6'-2' 4'-2' 205 6'-1' 4'-r 6-3" s'-s -"205 6-I 4'-1 FLORIDA BUMING CORE(Non High Ve7DCRY Hurricane Zone 1tGMGuttu[Iu1Nrq/. ®7015 7015EASTERNN METAL SUPPLY.INC . BERTHA HYT)A_EOFisc. Accordion Shutter Sys tem� G ■ ■ ■ HV. 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14 12 f0 9 B 8 6 7 N 12 t0 9 8 0 6 6 i{ 12 f0 8 9 8 B 8 AI)ILNIMUM EMBEDMENT INTO POURaD CONCREM OF TAPCON OR TAPCON WITH ADVANCED RSHFADFCRN TEM10-OGY ANC"OR6 AND TA-M+ 14 12 10 9 a 7 W 33 14 12 10. 9 6a 6 B 14 12 10 0 a a 6 3 TAPM+ PNCHOR1 IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 14 12 10 9 8 0 6 0 14 12 10 D 6 9i 6 14 12110 B B d B u 14 12 10 v 8 a 6 4 14 12 10 9 0 a 6 43 14 12 110 9 8 5 4 33 A2)AONORN EMBEDMENT OF 1/4'0 w 3/4'ALL POINTS SOJD-SET ANCHORS W4'BE 7/8'INTO ME POURED CONCRETE.NO WIEDMER N lI 10 9 6 a 8 43 to 12 10 0 6 8 6 SS N 12 10 9 a a 6 43 INTO STUCCO SHALL BE POWIED.1/4-0-20 S3MACHINE CHINE SMV USED SIAL BE 1 1/2'LANG MVZWU SHOULD STUCCO D=.AND t♦ 12 to 9 73 13 33 - 14 12 10 9 5 a e S N 12 10 9 0 7 35+4 • urtAnpa OY'I A 1'idltiaNM FOR WALLS I[7BH NO S7I1000. 5'-0- 14 12 10 9 0 6 '6. 6 14 12 10 9 a 8 6 5.5 14 12 10 9 6 5 B a3 /4 12 10 9 0 t 4 - 14 t2 to 9 6 63 5 SS 14 12 10 8 B3 5 33 3 Al)W CASE TNU PRECAST STCNF,PRECAST CONCRETE PANDS,PAVERS OR ANY WNEER BE FOUND ON THE EXISTING WAN.OR FLOOR. 1412 SO 0 6 73 43 1- 14 12 10 9 0 8 C 4.5 14 12 10 19 d 6 -43W3 ANCHORS SMALL BE LONG ENOUGH TO WCH THE MAIN STRUCTURE P.EHNID SID WALL FIRS31CS.ANONCIIIAGE S7NiL BE AS INDICATED ON 14 12 fld 7.5 03 43 - - 14 12 110 9 0 7.5 15 4 14 12 10 9 a a 43 33 PATE„Af)a A2)A901E.FOR IN SALLA DIS ONANHri S.OING OR CFS WTOH CA N7HUUT METH.S UDS CONSULT 1HS ENGONER.FOR V-0' 14 12 f0 9 p 8 6 14 12 10 9 0 0 6 S 14 12 10 9 a 61'S 15 fASTAW FMD EF"WHIM SETAE SNDS SEE SHEET 20. 14 I2 10 0 .5 SS 3 - 14 12 t0 8.S 7 S-1 -i 3 114 1} t 165 SS 4 3 - 14 12 10 9 6 a - 14 12 10 9 a 6s 5 75 14 12 10 a3 a 5 { (0) TO E34DL BI80 CONCRETE OCe:(ASTM C-90) 14 12 8 85 53 J - 4 12 t0 0 5 03 43 33 14 12 10 8 7 S &5 3 -1/4'9 TAPOON OR TMCON MM ADVANCED TILREADFORM TECOIOLOGY ANCHORS.AS MVNUFACTIIRED BY I.T.W.amum 7'-0' 14 u la B d p - - 11 12 f0 D d 7 S 4 14 !I 10 D 73 SS 4 3 -1/4-►x,3/4-ALL POINTS SOLID-SET ANCIIORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT a SPcCAI.TY WM.PN7Y. /1 12 f0 6 03 4 - 14 12,9 73 6 45 33 - 11 05 7 IS 43 33 - 1/4'9 BLUE TAP CONC4IETE AlCRORS W/CAP AS MANUFACIIAM BY FLORDK FASTVZIS DIRECT,INC. 14 12 f0 a5 7 4 ^ - 14 12 i 10 9 73 51 4 - 14 12 9 7 18 43. - - 1/4'0 7APPERi ANCHORS AS MANUFACTI/RED BY POAERS FASTE3ERS,UNC.AND DISMIwrm m ALL POINTS SCREW,(HOLT a SPEM7Y 14 it 7 53 43 - - 14 12 10 9 75 56 4 - 14 12 9 7 0 43 J �_ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORl2L7 VEMJOR REC6TEA£D'WN THE AUGMAN 51VM SYSTEMS ASSOCIATION.IMC. 8.-0. 14 t2 10 D 8 6.5 - 14 12 10 9 8 6 4 - I4 12 f0 8 Fi5 6 3.5 - HOLES ..._.._.._... -.._. -..-- f{ 12 a.3 7 53 3 - - 14 12 B 65 53 4 3 - 2d Fi3 -6 S 4 1 - - BTI)WMWM DAIBEDME T INTO CONCRETE BLOC9 OF TAPCGN.607E TAP W/CAP ANCHORS AND TAPPER+A14C.TI TS IS 1 I/4'AND TAPCON 14 12 93 T5 a - - - 14 12 93 B 65 S - - 14 12 8 6 83 ♦ - - WITH ADVAICETI TIME/DFORM TECHNOLOGY ANCHORS IS 1-. 13 9,3 a5 S 33 - - 14 12 10 9 63 6 - 14 12 8 13 S 4 B.-0. 14 12 10 9 'a - - - 14 12 10 9 75 43 - - 14 12 83 7 3.5 4 - - D.2)UINMUM EMBEDMENT OF 1/4-0 Y 3/4'ALL POINTS SCUD-SET ANCHORS SKAL BE ENDRELY EIMOM 0110 THE CONGRETE BLOCK.HD 14 15]3 0. 4 - - - Yi --Tj- 7 55 D 35 1i B 4S S5 - - - EMBt'DMENT WIO STUCCO SHALL BE PEY411MED.1/4'r-20 S.S UACt9NE SCREW USED SI ALL BE 1 1/2^LONG WwAVM fill=Sulcal _,....._..._.._-._ _ - _.,....•...._ B.._-...,, 4 EXIST.AND t'WMMUM FOR WADS W1M NO STUCCO. 14 12 B 83 43 - 1♦ 12 15 7 63 4 N OS 7 SS 6 4d-- 113 a5 53 1 - 14 12 9 7 6 4.5 - - N 11 7 33 45 33 - - 10'-0' 14 12 l0 9 73 - -- - 14 12 10 8'65 3 - - 14 12 4 6 5 4 - - B.3)W CASE THAT PRECAST STaNE,PRECAST CONCRETE PANELS,PAVERS OR A>Y VENEER BE FOUND ON TRE ED95R41G WALL OR FLOOR, 14 t 7 S 15 - - - 13 93 S5 3 4 3 - - 10 73 1 4 3 - - - ANCHORS SWL ERF LONG ENOU(tf To REACH THE MAH STRUCTURE DEH,ND SAID WNL FINISHES.ANCHORAGE S1KL BE AS INDXATED ON 14 11 73 53 - - - - 14 1131 9 6 $ 4 - - 23 75 6 5 A : AI)&6.2)ASQhj FOR TNSGLIA71D4S CH VINYL SIDING OR TIE$WITH OR ANHOU:METAL STUDS CONSULT TBS ENCIREER. OS 8 S - 14 12 a &5 33 i - 13 10 65 S 4 3 FOR ONSULLATWN INTO EF5 WON METAL STUDS SEE S1'EET 20. 11'-0'14 12 10 - - - - - 14 12 9 7 6 4.5 - 14 103 7 53 43 J3 1.2-519.5 5 - - - - 12 9 9 43 4 3 - - 9 7 14.5 33 3 ^ - - (C) ANCHORS SHALL BE rMALLED FOUI MING ALL OF NNE RE009MENDATICNS AND SKMCAnONS OF 71E ARMORS MANUEA--rul L l4 10 7 - - - - - 14 103 7 53 43 - - - 13 85 55 4.5 - 9.5 7 {3 - - 14 13 73 0 S - - 12 9 6 43 (0) SLE SCHEDULE BELOW FOR EDGE DSTANCE(EGD.)VERSUS SPACING ReATION:UDP FOR ANCHORS 14 12 10 - - - - - 14 l2 3 63 5.5 - - - 13 10 65 5 4 = - - EDC DISTANCE RSDS SPACIND SCHEDULE FOR ANCHORS- 4.5 6S 4S - - - - - 11 8 - MAIUMUY AV^JHOR SPAONGS ARE VAUD FOR EDGE INSTANCES INVI.ATED BELOW.FOR E 0.LESS Thw NFC DIowM.REDUCE AN Tgf4 SPACI'�G 11 93 8 - - - - - 13 93 65 5 4 - - - OS 8 S 4 - - - - BY MULRPI.YWD 5PAC1NO%lVWN ON SCHEDULE BY THE FOUOOM FACTORS 9 63 - - 14 115 7 33 4.5 - - 11 83 33 IS 33 - REDUCED SIACCIG OBTAMEO USSlIC FA"IO4 SKUL NOT BE LESS THAM WNUUM SPAC9IG DIOCATED FCR EACH ANO:OR TYPE. 13•_0• t4 t2 _ _ - - _ - u 113 75 6 5 - - - 12 9 6 4..5 4 -• - - FACTOR D3 8 - - - - 70 73 5 A J - 73 534 S - - - - ACTUAL .TAPCON 111'I}I ADJATNCm 2.5 M - - - - - - 12 9 6 i3 4 - - 93 7 s a - - - EDGE. TAPCON ALL PONT SOLID SEF BLUE TAP W/CAP TAPPER+ a 6 - - - - - - 13 9s s_s 5 - - - - 0.5 73 s , - - - V Q OCTANCE THRF.ADFDRSM�GB7QL M24.SPACING 14 12 - _ - _ - _ 14 101 7 &S - - - - 11 flS SS 43 : - - - E.D. MW.SPACING..3' RIM.SPACING-3' MN.SPACING.3 1/2' MJL SPACING-3' 3 3/4' 4' to 73 _ _ _ _ _ _ 9 7 43 u - - - - i 5 u 3 '=- - - - 1 HV BLADE WNCi�fE 6:Fa17�� CC �Elco( PaDREo Ii,OtI(I7LT[& H'Ol1RE0 OOMCittlE a 1S7E6D t»ad772 CONCRETE BLOCK LU[hIE Dlmc u a - - - - - - 11 a ss 43 - - - - v 65 u - - - - - I OW CONCRETECRETE sem` MK M.3 1/!Sal Elt•2/rY 3� LII E6.3 1/r WL E.11-21 - - - - - - - - - - - u - - - - -I- - fay o e3 - - - - - os e 4 - - _ _ = BLADE WORKING 31 D.9D iso 0,78 7.o CAM; T.o Lo is'-D' 9 - - - - - - as 65 4 - - - - - 65 s 3 - - - - - 2 t/z' - _ 0.81 t.D .._. __......... _ 0.67 1.0 - a3 a s - - - - 63 a 4 - - - - IN UNISON♦ 2 - 071 - - 031 7 - - - - - - - 13 ps Ss - -7- - - - 9 ad ,3= - _ - _ L 3/a' - 0.43 - 93 - - 6 - 5 1 6 4 - 6 43 J 1 tf2- 035 I am =f.5' 0.5 - - - - 7 s - - - - - B 6 { - -1-1- - FLORIDA MILUNG CODE(Hon High Velocity Hurricane Zone NCA"Fk A.TiLL/T'++I, 0 2015 DSTU;W METAL SUPPLY,INC. •� ''� BERTHA HY7M �ENSFAccordion Shutter System L ECO a c. r KV.RADE#1 W/OR W/O KV.WNJ(Mf RADE J: = American Shufter Systems 1Y.K 71109 DATE 0u9N BY. Ml. STATE OF ;CCZ TILLIT TESTING&ENGINEERING COMPANY • 4r� AsSOCIatIOn. 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DESIGN PRESSURE RATING (p 4 f,) AND CORRESPONDING MAXIMUM ANCHORPACIN (jD,) SC EDRF FOR A GIVEN MAX. SHLOM M SPAN, NEGATIVE A.S.D. DESIGN PRESSURE RDTIN• AND A CORRESPONDING MOUtdT NC (SM mmmias ON scm 16 8:17). '==Z t_J B !!Z-3 T F;AT E=- SOUTHERN SOUTHERN PINE No.2 W/MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PONE FIR SOUTHSWIWN. SPRUCE PINE SPFR E INE 1/2' MIN. COX 2�wN.G-0.55, FIR HORIH FIR SOUTH DOUGLAS FIR W/MLN. G-OSO W/M:N. G�O.a3 W/MIN. 6-0,36 PLYWOOD p, p.p W/ W/NIP.00.43 W MIN. G=0.36 (a WNL.MOUNTINGS COLING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N,0 & R FLOOR MOUNTINGS M, N, D&R FLOOR MOUNTINGS M, N,O &R FLOOR MOUNTINGS WALL MOUNRNGS D.C.WALL VOuNDNGS 6.0.WNL MOUNTINGs E3o.WALL YWNTINOS W& x W&X W&% P &0 S&v s&v s&v • t®�mltrnttexW: o�r6xxt�acl�yq ®mncwesaxld' aml[mdea911c�c(� lmaesisxlms6Dnelsj emilenaew�9mctari •tmi�l�zDacr� c®IaulrlcsalxleG�1 ®uirtzucmutme(� �ft��¢ImcTti 30 40 75 90 05 30 40 60 75 9D 05 30 40 60175 90 05 301401 60 75 90 OS 30 40 60 75 90 05 30 40 60 5 90 OS 30 40 C0175 50 05 30 40 60 75 90 as 30 40 60 75 90 OS JO 40 60 75 90 OS -9'OR 211011019 8 e 6 6 6 fi 6 -6 12 10 10 9 8 B 6 6 6 6 6 '6 12 10 10 9 B 8 6 8 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12.12112 12 12 12 12 12 12 12 12 12 f-0• 12 1011019 8 B 6 6 6 G 8 6 12 10 10 9 8 8 8 6 6 6 6 i 6 12 10 IDT-9' 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 10 t 9 8 8 6 6 8 6 6 .5 12 10 10 9 8 8 6 6 6 6 6 S 12 10 10 9 8 7 6 6 6 6 6 5 5 5 4 4 4 S 72 12 12 12 12 12 12 f2 12 12 12 12 12 12 12 12 12 0 G'-0• 12 10 10 9 8 S 6 6 6 6 5.5 5 12 10 10 9 B 5 6 6 8 3 5 3 12 10 10 9 6 .5 6 6 6 6 5 4,5 6 5 4 4 3.5 - 12 i2 t2 12 12 t2 12 12 12 12 12 12 12 12 12 12 70 8S _____..._.........._.._.. _._ _ 12 10 /0 9 6.5 4 G 6 G .5 4S 4 12 f0 10 9 5 3 6 6 G 5 4 S 12 10 t0 7 .5 - 6 6 6 5 4 3 6 5 4 4 - - 12 t2 12 12 12 12 12 12 12 12 12 0. 12 12 12 8585 73 8'-0" 12 10 10 7.5 45 3 6 G 8 5 4 5 12 10 10 6 35 - 6 6 5 .5 3_12 f0 10 4 - - 6 6 5 1-5 .5 3 6 5 4 - - - 12 i2 12 12 f2 12 12 12 f2 12 11 95 T2 12 1.5 9 7.5 BS 9'-O' 12 10 10 S 3.3 - 8 8 5.5 .5 35_ 3 12 10 B 4 - - 8 6 4.5 4� 3 3 i2 1� 4 S - - 6 6 45 4 3 3 6 5 3A- - - 12 12. 12 12 12 10 12 12 12 1 9.5 pS 12 12 10 8 OS SS I tY-W 12 10 7.3.4 - - 6 6 5 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 10 3 - - - 6 6 4 5 J - 6 5 - - - 12 12 12 12 1 9.3 12 12 12 110.1 8.5 7S 12 12 9 7 6 5 11'-O" 1-2 10 SS- - - 6 6 4.5- - - 12 /0 43- - 6 5.5 3.5- - - 12 10 - - - - 8 .5 4 - - - 6 5 - - - - 12 12 i2 12 10 8S f2 12 1219 8 7 12 12 6 3 4.5 12'-0�12 10 45- - - 6 G 4 - - - 12 70 35- - - G S SS- - - 12 f0 - - - - G 5 3.5- - - 6 5 - - - -12 72 f2 t. 9.5 d 12 12 ti 7 6 12 137.5 6 5 4 13'-O' 12 10 - - - 6 6 - - - T12 10 - - - fi 4S - - - - 12 - - - - 6 4.5 - - - 12 12 12 0. SS 75 12-12 10 8 'C.SISS 12 0.5 7 5S 4,5 i12 10 - - - 6 53 - - - 7 - - - - S 4.S - - - 12 7 - - - - S .S - - - - 6 S - - - - 12 12 12 93 8 G 12 12 95ItL5 7.5 6 45 12 9.5 ,5 5 4 3 - - - - - - _ 6 _ __ 2 D 6 54- _.... _ _.__..,- - 12 - - - - - 5 - - - - - 1 - - - - - y _ _ _ _ 6 _ _ - 12 12 0 &5 6S1 4 112 112 1 B 65 L5 13 1. 3 .S 4,5 35- Q HV BLADE OR (1� HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON'P -4r-/m ti.ME�10.V D[Ll 19 +NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES 1.ANNIO 5 TO WAIL FLOUR OR.'Mill WOOD SO.TR SNAIL BE AS PO'LDWS: 3,SUB.:,RCE SMALL CDNSIST OF!THE 101.1.0*14G: SOLMON POSE Na 2 W/G-055(N.D.S) -1/4.4 TA"CON ANCIORS.AS MW'JrACnR aD 1H LT.W.Maroc W/1 MWw 1719MUEK AS WWATEO AT -DOIICIAS FIR W/C-0.5o(N.OS) EACH SECII N ON SMELTS 16&17. -SPROC£PIE FA NOMN W/G-0.43(NAS.) D=PTIOti:SEE 1108 2%Ww. -SPWX PPE PR SOUTH W/0-025(NDS) -LGN.1/2"COR PLYWOOD(1986 APA) Z A]iLti/OR5 70 IrJ11tW WUNG SNN1 BE AS PER MA78NtN0 T1PE V.51EE1 17 A10 SCOL COtiSST of W^SCREM AS PER tOS 2012 SPE:r CAtX*M 6 ANCNOR6 SMAC OE OSNran FOLLC4AN0 ALL OF INE MODIMMATIONS AND SPOUnDA11pN5 OF THE NiLFPJR"S YAYCFACNhfn, FLORIDA BUIDiNC CODE(Non Nigh Velocity NUrricone Zone (C 2015 E*TM UETAL SUPPLY,INC. _ BERTHA HVTM `\ 11'1 Ff„ 1 N Q.S.S�A. Accordion Shutter System ` 7T�l v c. FLK 0.PJE#1 W1 OR WHO RV.1'At1DOW WZE `5 TILLIT TESTING&ENGINEERING COMPANY American Shuster Systems E,,,N mcmPD,N atI DR, M. NL 41,1 6'7'. " &1W-,Mk u,SL.J35,MOM GARW s,FIWJ34 3)+ As3ociation, Inc. 1 OLD 11-192 V13/15 DATE 4/13/15 RT :(JDS)871-1530,Fax;(30..`)871-1531 4268 Westroods Dave z a-mus:btmxOaat.a#:P West Palm Beach, FL 33407 s DRAWING No C8-000Me �{�p�T,E,O�fQ, .L27g wAL1ER A15-085 J.,P.E. i 15-085 ' �)-fL-f)15'n1V 4cA FLa?bA ua. 44162 3 15 OF 20 SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & A HV,♦ BLADES AS APPLICABLE SHUTTERS + 0 — 0 —INSTALLATIONS I WOOD WITH HVBLADE I L SHALL rWALL nt6� BE ED TO 105.0 psf, A.S.D. DESIGN—PRESSURE RATING SEE SHEET19 0MAX SPAN / 1/4•oTAPOONOR G U 0 $ D 1 & A 0 N IN U 0 ! TAPCON YM ADVANCED I 1/4'o TXK4N OR w/1 1/2. TECHNOLOGY 4,V w/1 1/2'un.PVEiwmoN ; L TAPCON WITH AovANCEo THRFi1DFOrdJ tEc1lNOLac OF THREACM AREA TO w/1 1/2-Yin.PEREMI"IOY OF THREADED AREA TO DUSTING E esnNc W000 HIADc7E WOOD HEARER.(SEE SCHEDULE ON sHm 15) I. fO q�p� 1 1 ' --(DOR Iq (SEE SCHEDULE ON SHEET 15) - ,y, /'�,,� 1/4'a-200/4•S$,MACNRE �EDLLE ON StEkT V'"� SCREWS W/1/4•-20 MUM 11 FOR alb DWRO O 12.O.C. 1 W SECT 19 frn 3 E}MASS, 1 eA7F5@3 Q/�) n E g GIA55---5 � 1 EwmNc YDL '2.•, ETnarl i _ ©«<� -2.4'WOOD ,n E%ISRNC M2.1. I HE.SDER REQUIRED i 1�OR� i ` IH-u'DER NE�R£D 1 1%4"P TAP(bN OR TAPCON Krill ADVANCED THREADFORM TECHNOLOGY W/1 1/2' DOSING I UK 5o'APJJI0N I I I , I I 1 Y4-DII �1 PEi[fOF THREADED MEA TO TO CLASS ANTO GWS �SCvDH SlDam ' EVSTM (SEE SCHEDULE ON SHEET it ( SCHEDULE ON SS is) ON SHTr19 fill �, f Y,4•CONT.SU G eINa50)8 QA) ON HV WALL HEADER INSTALLATION O HV WALL SILL INSTALLATIO M NV WALL HEA E I I '. .)_..„__.....YIN.SEPARATION TO GLASS f DOSRNG -T - i__ If N,SFAULVWN TO GLASS I {--.—(SEE SCHEDULE ON SHEET 11)----- ......0 �p��., E70STNNG {SEC SCMEOULE Qv SHCET li)'-... /' ExIStW„ 2'�4'CC l WIN.SEPARAIIDN TO.CUSS 1 . , G1,A,.a�/1 SI ;14;P+,A (SEE SCHECUfE CAi SHs'fT 11) REo'o. r I 1 104 0 2o,sJ1 ss. I a' I X31/a'A-zWs/4•S.S. MACHINE SCFi'Y6 YAC6.YE SCRENS w/ , USlNG t/4=20 N11l5 1z' h I o 1z'o.c. I I 1 u: ...., -WALLa rum WOW AT 1T»l — REO'D, i — I e o TAt N OR TAPCON WTTH ADVANCED Mi. PDFORu TECHNOLOGY ED 1 ATO Yirt FEN"ODD OF THREADED A'C'A r0 I/4'6 TAPODN OP.TAPCON Wliil ADVANCED I 1/4.0 TAPCON OR S FRAIE EXSTM MOOD NEIDER. THRZ{iD TIC NOLO,-Y W/1/2• nQg' R}EO:S. (SIL SCHOU E ON sw 15) PtT'EifiAitON OF THWOM AREA 1'RO PLYWOOD 1 Z'YIN,C 1all� TAPCON ORM ECHMO EO 1-SEE TERSHEA 4 FOR TYWCf1 ,A,�FNS (SEE SCHEDULE ON SIEET 15) DOSn4G MRL YA4• J •RHREAOFORM TECHNOLOGY 51fURETi ASSEYDLY, PLYAVOO REO'Q W/I/2'M6,.FENEIFArgN C 2-MOUNTING SECTIONS CAN BE tf/:•IAN.COX PLYWOOD REO'D. MK O 15'O.C.MAX WAy AY THREAD D ARFEA JIRO I'fYA1 30 CC 8440 IN ANY WAY TO REdo.PLYWOOD TO DE (SEE SCHEw,E ON SHEET 15) sum ANY INSTALLATION. ®HV WALL SILL INSTALLATION 1S:NG MSN,z'■4•STUDS O 16'O.C.U%REO'D. ATTACIEO TO STUDS IN PLYAV00 TO OE ATTACHED TO STUDS IN ACCOROANCE ACCORDUCE WOH wn1 slenGN 206 of TlE eec Fa 23M O alE Q@ HY WALL SILL INSTALLATION ♦SEE N �€or ©HV WAhL SILL INSTALLATION h FLORIDA BUILDING CODE(Mon High Velocity- Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. IR IN ® R HA HVTM SSA Accordion Shutter System A �V RAX#1 Wi OR Wio KV.wl,ma'sant: ilLL7 TESTING & ENGINEERING COMPANY American Shutter Systems _w ovsahP.ICN DATE I DPA,,,,D^ IAL TY; * * 5555 xW.4«e s:,s.ass,1s rat CACO A5•itDua4 33+ ASSOCiCticn, Inc. t DID I1-192 4/10/15 DATE 4/13/15 1 ,:(sDs)s71-,SSD.r:{a5S)671_ms1 4268 Westroocs Drive 2 -o�• ,-r,o1:wt�=noea. West Palm Beach. 1 t 33407 s DRAWING No tL1 ®-0005719 15-085 ''•��O,r�[p���tyO(�RI�iOp:���a`.`` wu.1Dt A 1wr J.P.E. 4 P•r'�'H""'✓MH �1naRm L:c.i 41164 5 SHECT DA,1� C y] 6 16 OF 20 nm INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & I& HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADEn ONLY 5H ED 0 105.0 s . DESIGN PRESSURE RATING SH 0MAX WALL F°5H SPAN & DESIGN LOAD FOR_INSTALLATION WITH BLADE l & WORKING IN UNISON _...�,�L.. 1/4'�UPC" OR OR F]GSR:NG _ r--EO- E —2'Y44.� 999999 TAPEON WITN ADVANCED 4".0'(I.9n.) __,J� 7HiY.PDfORY TECHNOLOGYWool)STRUCTURAL lT.-AM REQUIRED. FDCE(6 APPNCATi(E) W/1 1/2'run.PfPEIRATION 1/4-4-2D.3/4-5.9. OF EM..W�OD�D EERY FJ. �— OF THR �FD AREA ip 1• PHIYPS TRUSS HEAD TO BE CERTIFIED BY Dasmo WOOD HEADER. {� WOtNE SCREWS RECISTFRED ERGINEM OR " EXISTUir*Doi (SEE SO4U ULL ON SHEET 1$) t Y"'� O TRUSSES OR 1 w/2'D.C. NUfS SHUTTES i STALL TO Y 19 E' 0 12"0.C. SHUTTER INSTALLATION. 1/2" 12' O 24' O.C.P /- a.c. EDUWED { 1 1/4.07APCM OP. !. _ •'_ 1 TAPCON WISH ADVANCED %( I 3M� Ie zsr THRFADFORH TECHNOLOGY y /" TW YVA OFE)RTHREEINC PENETRATION D sus/4— (soai Ian ALL wW/ TUBE I I SCREWS (SFE SWMLE ON sHE:r 15) o O'O.C, 3 or or 1® N IGRAj�p OR TRuss.io 1 or 1©or 1© j LOCATE LAO SCREWS AT Lf9(ISTING WN 214' ) I I LFMMDTH OF E)GS,'NG MWD F)1571NG HEADER R�'D OPEN BOLE AT FRfkl-� I LffifBER.(2'LDn.NOMMAL G1A55 Y:H.SEPA11AMON TO CLASS STUD TO ACCEPT m�EERA/2' 1 -(SEE S'CNmIILE ON 41CCS I1) ��5 S PEN na4 OR ntREtDED 6'0 IAO SCREW I�JI r AREA.VMJD FOR AT mTrER OF n13£ I STALLATIM WRR L2pyT ( .4l Sa�Wwsl1 YAX.ASA,DESIGN L(sAD ALN E:OSTING YH SiPM.V1ttI 9'-0'MAX.SPAN.-HIS S�HV WALL HEADER INSTALLATION I n1�aul a BQT Goss-1 m aA's ts� INSTALLATION IS ONLY VALID •I'a 9i t9 N 11 eR& '�1�1 1 UNL'm FOR WOOD W/UK SPEOFIC Imus DADS(Do- —/F I oA®maLrg 1 OR v l FIR OAR oSlYJ1�RH AS Nw 2. K911t-SEE SKET 4 1'OR 1191rA1 SNUITFR KSEYIYX OR EouAL 2-YOlo. G arras CAN Dc 0C.01M T HV CEILING INSTALLATION AAY WAY TO sur Axe OWA AMU L _ U HV CEILING INSTALLATIO i TOM ' �OR I N. 1 Wm.SIPARAT10N TO GLASS J M�ta@rp .�I �ARADON ( I 1 1 , I _....._...... �"--(SEE i^H.7%ILE ON SHEET 1 i) I Oka (SEE_IWEDU E � � GJ _O N i i ON SHEET 11) I I 1 I WALtr1ANCHOR TEALTURNA LOCATON I E%Is71liO 8 I I \ I nRSFIJ I ?J4 1 ©. 7 i m 110.3/4-JOK x`55 —i I I '1 I 2".6-mei.woo WASHER HEAD TOR I DECK REOU+'RFD --�OR 2306'VA V100D— SCREWS O 72'o.c (NO nNSH \ DECK Rnou=(NO r nNISH XLU WEIR) --^, yR tll 19 IF OF DEcic• = — 2 1r - DECK IF �'_ EDGE of DEcK if APF'LICA9tE ��,5 r if PUCABLE w ` � 1/4'0-20.3/4 S.S. _" �---�SS'.�- "_.'_'�._ _ __._ 1' li ) �, ( t/4'e TAPCa4 OR 1- PHILLIPS TRUSS HERO =2'..YM--- -- 2'4'CONT. TAPCON WITH FDVANCED D"' WCHNE SCREWS 114-4 TAPCON OR TAPCON W��� 1 niREADFORM TECHNOLOGY W/1/4'-20 WS T14RCADFORM TECHNOLOGY W/1 1/2"Lin. 2'YRI.- REOSILL(. W/1 1/2'Yh.PENETRATION O 12'O.C. TECH TA-CON CGN OR 1 1/2' W P A0:%Y:CEO F THREADED 2 YIN. AREA To E)a OF wiR N REo'D. ' `{ TECHNOLOGY W/1 t/2'I.C.,pE}1E:pAilgi of READF R OF THREADED AREA TO AREA TD EX150NC NS700 HERDER. SEE E1aSTLYc WOW FEEDER AREA TO DOSi4Y0 WOOD READER(SEE SCHEDULE ON SHEET is) SCHEDULE ON SHEET IS)� (SEE SaiEDULE ON 911FT is) Sg Arras a us£FLIR OX HY WALK-OVER INSTALLATION OV HV WALL SILL INSTALLATION5e a4T 79 Wj i•IY FLOOR INSTALLATION FLORIDA BUIIDiNG CME(Non High Velocity Hurricane Zone A.rl( ''%,, 0 2015 E457MA METAL SUPPLY,INC. P�;.........t/� /� BERTHA HV Tu r _ F �-•�: /TiMcAccordion Shutter System �- -' O I N c. . . . . KV.BLADE#1 W/OR W/D KV.WNDW SAM l * American Shutter Systems GLSRX PT ON DATE mux DT uL fed6 -�: ,• TILuT TESTING & ENGINEERING COMPANY Association. inc. , F also x...)4n.St.Sb.au.VatGnA GAW04.ft Oh v14 010 11-192 4/13/15 DNF: 4/13/15 pt—,'i(305)871-15`30.FG.;(365)871-1551 4268 Westrocds Drive 2 rmo1:1at«oTs a.mrn DPAMING No West Palm Beach, FL 33407 3 WALTER to-M719 P.£. 4 15-085 P.E. SEAL�S'UYfAYURE�DATE FLORIDAuG !4., 7 e SHEET OF 20 I• END INSTALLATIONS n HV BLADE OR (BWINDOW BLADE INTO 2"x4" MIN. WOOD STUDS ria•1oA.00a sums aao ra•rx wwo x�r as r sn>�°'L°b• la�q \ % rraan�roc. l / (�rrlr�tnc) Vg /i•,omAop, I \ 1no, D-0 CLASS t!y � outs MN M1 � \01-'-• wa ss+racu+ 1/Y 1m1.cra � � I j � s m p (Sa 'tea Rin. d �•w•- m°u�� —— m omta Vr�cr.coo m aA.. Maori a tar 1 tw aramw m1:+u a tar nisaoa »©11L a 1w 1O1 (U�n f (6t6�7-6ierOG✓f. I1Gt1 ,/]'IOl Wt a 9rir 1,OI I Ti 6/Q mN0 I/Z' 11 2A 6NCo. nota.® amu 1� rar„000, o�asmat® rte, pulpa Aw O1amrsibi� x� OIa O.C. 110 G.r&It$ -�-- [,Oaf•M.trarl u rwaart. !, n1/10.1/Y SxS mCn� lL V•'•1+rm0 Wr.�oaFl S 4 S¢tx,x 1 py.,,�j s` enaia c.1�, c Y- 0, QP su ccvx x scx on gar* stt }O-W— -' •�r•[$- O-Gey Or-vs?Qd•is- smc Csr+coo+ Q- O-" 3 6- To r0.+oc5 '6-d3 tY�Q9- Cs- m'r as •(s- OO-Ca)-0•E3- :i�• Cs- •Q�- U o Ly-©U�• c�a-�ca•o©- ©o e-©'o'er- ®-®®-o a- 0.-e-0.0-0:6 O C�-s�•t9 END CONNECTION DETAIL® ,SND CONNECTION DETAIL 8(9)Q � END CONNECTION DETAIL CO Ooslic v_vxaa ow ma sws aa•:m nuA Ir•a• r,r,x ,�.v urm rmoo• uam: //Ioa talo `-� �_- f.C41. CASS� •rL,[iai.�O IY n4 "•, 1(2-aRL bla {{{ >a�flmru+a,T oc. ro a Cti ♦S£E LAirtfiIONS OF USE FOR w.9 "" =X 7Q ON S1 19 5 aiam�� r --- a.. `..._ .;:q v w rw -ca cre cs •a,®, i a .vcK . r-a-o�• 6- VIEW r L t-®cs-�a- s moa r�A 3 as-c�cs-��- ELM o c�-c1 c cs 0. 0.0 @-0.@ DETAIL B END CONNECTION DETAIL(j) END CONNECTION pETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `I,`IUI1,;nglprxr/,' 0 2015 EASTERN&VEL SUMLY.114C......TlC�i'% BE HA HVTM ceN's Accordion Shutter System- A s S A■ KV. aanE gt w/OR W/o KY.WNDM MACE TIl11T TESTING k ENGINEERING COMPANY American Shutter Systems •,1 „ ,,,,a ran WAR M ui.* Association, Inc. 1 OLD 11-192 4113115 DAM 4/13/1s STATE nF x ons M2a 5'A•'3M•v=-OPW�S-nano 331U 4268 Westrocds Oilve 2 em.: s (3a5)S71-153O.Por:CWS�71-163i DRAWING No •F�DRIDR•:�Qx6� `"Ox`t° oOpd`a West Palm Beach, FL 33507 s 15-085 ®=poofi719 ' ss••"• NGS �•� xi11ER A 1wr.Y.P.E. 3 '� ri P.E.'�iti'U`RE/DATE 11,1110A u� ►44167e SHEET OF 20 (Ap �t(.yAJ �"°'�l"J • GWERAL LIMMM0N3 AND P.ONU1IM OF Lice'FDR BERniA A GV -7 Y �/ 1.WIY.ASD.OLSC.H PRESSURE RA.3Y.:4110.-110 pw.f. 2.NAIL S tnTER SPkb 95' 3.ALLOWED MWNRHOS A D.G&H ON SHEETS 0.7;AS WE1L As • i MWWFV S M.0.T.U(2&W ON S ffUm/tel&17. Q O O ' 94"5 OLD, SmLDHGV.UDR AT Dnmw LIYQ,cm sm OF °PPOSIHC QEX7JYdMff Tm.EA END 5.(IV M+WiN60W eiJOE®SWi OTAY ALLOW A NAONW OF 3 OPetNGS FRIES)FO.R PER fO/OA AT SPACNCS S MVN ON SHEET 4. 4 � (1)N91 CLf/RANCE fAfT4 TOP OR WT=EDGE OF RY WIDOW EWE 15J ALLONID AWl!@T)D�A" v4i OF ANY 3 O HOLE EOR®SHALL SE le. wffl00tlf ELADE Q,y r . (C wDMw BLADE BVDE WF®iC 09Tf FROM STARTERS AT ENDS WY PIE FTJ ♦ v F �IJi (D)NV WTADOYT BWE©MUST!S UM ALTER WRE TO A SMD W LOADE(71 711AWGtICUf serrtTOCs wcaT. TEs 9AEL A.WAYS SE NStMM A62ACQTT TO ASOLID MJ Y 3Lqx eaAme 1 Ar Er SDE THEN. SEE ETD # 5S� (F)POCYCARBONAIE NP W DON 0 SAL E6 INSIAD.ED SO TABS FACE 0oN1.'EanAN THE ItDE?WR OF,ThE OP4EIiC! PRGiECFEO.NJ NfNDOW .MUST BE OETAhS ON SFiEE1S I � FS ONLY WSTAUM AND LOCKED LSNG A W SETFik:TOOL PHOY:OED BY ASSk 10 @ 1E-M 7g"tf INC. FLU HQOIN. ( a e.SEE ANCHOR 59.1041:SD{ERUu:fDR W'�M.vM.lAnO.45 114fo TC1D0 FR.116 1 P TP h ETUEM=ON%W 15.AS 41YRED BY SPAN AND DESIGN HAW(SEE NOTES 7.SEE AWPOR WA=SCHEDEAE� FOR PlSMUAMNS INFO POURED+ ! CONCRETE On C04'CRLTE CLOCK WALL ON SHEETS 12&13 AS L"FED BY .:SAN AND DES[GN LOAD(SEE NOTES I h 2 AOM-4 &N211M SiEPARKDON TO GLASS SCROLL&PER AMU E-1996: (SEEPEAN FOR REOEIIREAQMS) i D N VP TOP ai somm W. y a�� WOOD ZONE MINUON SEPARNMON TO GWS -- -------UNUNGm YA, a nwu 3 r _ ELEVATION UK ON TION TO OL-SS _ E)RsfMT CLASS— AND OWN T SEfI HX TBN.6 Q)p� 4 &25' FOR 5 A T i \\ ALTERNA `dOR OEM UMMM W= 13( �__ �.' " \ P. mu��co.^EauATEr ski 7r� �) W/O ' S NOTE s ,q PLANrJ TYPICAL() BY BLADE WORKING IN UNISON WITH BY WINDOW BLADE SHUTTER* \�------"� N.T.S. FLOPM BUMD1 CODE(Hon High VetocTty Hurricane Zone `141gEN11N11l/prJJ - 2015 ZISTERN Mfffa SUPPLY.INC. ;rP��ER a: ,,; w_ BERTHA HVTM Er� ITME C Q A Accordion Shutter System ■ ■ ■ Ku a w/OR w/o Kv xtNOonr RAE yl''f /lf"'-•: ,r TfWT TESTING & ENGINEERING COMPANY American ShutterSystems c, „„/ DUE CRAWA Em ue ^I t TA� �,,�,,.,�,,.x. ,,.�q rA, sA1r Association. Inc. 1 DLU Tt-Te2 y:3/15 arE .a/T a/as I" Phww:(:45))en-1530.P.:(3 71-Ts31 4268 Wastracc-s Drive s p� FtQRID(` •"zt�c`.'+ xncao aEmm West Folm Beach, FL 33407 s C W:hG No 15-085 %gAF�S�a.......NGS I� �nA l JT,.P.C. s SHEET P.E.'3&Ri, }ZE/GATE s 19 OF 20 IIa • INSTALLATIONS W.1 M HV BLADE & HV CENTERMATES2.000-U Lk.G rz c4v.SrM I . METALSTUDSAT 16'O.C. INTO METAL STUD WALLS 0 s as 4T E q 0 .475 GENERAL LIMM 1 Wo NOMINAL NS AND CONDITIONS OF USE ALUMINUM SLEEVE 4 12 6,z FOR BERTHAMW FILADE ACCORDION SHLM 6053-T5 ALLOY 314 5 1p 4(�D .:g . SYSTEM INSTALLATION ID METAL STUD WAILS OD'. a=-.=1 6 0 0 0 CALY. 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WALL HEADERIOLL INSTAUATION NG FINISN AS AMCIBLE SCALE:318*- 1" SVJDS Vmp.TOP&BOML#) 1"ISTING CLASS /ASIV A-613 011DE 10 V-G-C-0 INIEFOOR&EXIIEIM9 ME 4.>0, 4.>Q WIN., ox�' C CENTERMATES W/.� CENTERMATES WL.' To G ;EXTERIOR A (SEE sc U E)" ACCUS SIDE ACCESS SLOE:. -INTERIOR -711t —---- -------- ---- ---------- (6,Min) 12 't CD X: T:E� st —------------- Qk— rly J O21 21 21 LOGIT D AT @ N HV READER/SILL ENDS VIEW 12 3 1/4*(Typj 16 ME CONNECTION TO TRACK (T. 6 1/2 (Tr0 • 7'_ —6 1/2'wx SM�K (Cont:) 81-4DE SLACK_DETAIL JVF Hve FLORIDA BUILDI CME(Non High Velocity Hurricane Zone' 0 2ois Eiisrm mErAL Summ INC. BERTHA HVT, Accordion Shutter System A.S.S.A. KV.RAZE#1 W/OR WAO KY.WWW aADE American Shuffer Systems TILLIT TESTING ENGINEERING COMPANY IMATIE MAIN e.: M� mn JOft m.R am yw "wiwa,rt `w'. Aasociatlon, Inc. —1 OLO 11-192 4/13/15 DATE: 4/13/1$ - a. ft— (30.5).471-1330.F- 4268 Westroads Drive 2 —ORAIMNG No -W;W-6-i West Palm Beach, F 33407 3 e5_Vwr7I? 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