Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 flmida i}.'i?tiltmentrt SCIS Home ll Login ; User Registration s tint Topics Submit Surcharge i Stats&Facts Publications ; FBe Staff j ae15 Site Map 3 Links Search Busines "' _� Professional �{,.'�� product Approval �USFR:Pub11C User Regulation AmwIlAt 11«ny>Ptndti l or Annilfhtion SeNrh>Aanlirntl-n I la t>Application Detail FL 9 FL389-RB Application Type Revision Cade 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 trod riguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Aaordlan Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer `/_ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name v+ho developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12131/2017 Validated By John W.Knezovlch,PE Validation Checklist-Hardcopy Received Certificate of Independence tD{,fin R9CvS {iy AS:.(:ORPIC?N Cl NQNFtVFj,?.L—! 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 I Option D htip://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYI-IH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 FL#4----.._ProducL9 Model Number or Na.-_.._,.__..,__..._,___.....__...._....._................_ _... __.__.__._.... _.-. _._T-_.........._...._..-------...,, Summary of ; me Descri tion 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and + Non-HVHZ -Drw 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Fl 389 Ric 11 A.S.S.A,INC, uRYJ .1s-06G.rtOY 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 Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D'.Max span Is 12'-7'for 35 psi positive 11319 AR IF, A.S.S.A.INC_ 0.F_111'fa>.yc;}5-Dfi6:nai( ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,S'-2'for 110 psf ASD load for HV3 blade w/o window blade I and W-11'for 62 psf,9'-6'for SS psf HV3 blade w/window blade working 1 In unison.Max.span for HV3 Wade w/o window blade for installations Into Metal Stud walls Is 79'for max..ASD pressure rating of+72,-72 and 84' for+64,-64 psf.See Sheet 5 for Others ans and ASD pressures. Z89_:2:)_ Bertna.HV Accordion Snuffer-Stade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and i Non�HVHZ)•Davg IS-085 bottom)for storm protection i Limits of Use Installation Instructions ' i Approved for use In HVHZ:No FL3$9 R8 It A-S.S.A.INC. DRtVG.7.5-085.1101 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 iOther:Large missile level'D".Max.Span is I6'-0"for 3o p.s.r negative F1,389 R8 AE A.S S.A.INC. f'.F..R, L?R VJCr>.:SrifiS_fiv,}mit ASO load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV3 blade,W-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' j for 110 p.s.f.for HVI and HVIA working In=n 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(tap and (Non-HVHZ)-Dnvg iS-084 bottom)rOr Storm/rotection i Limits-of Use Installation Instructions Approved for use In HVHZ:No F1'3r.9 R8 ti r S S A INC I'RWG15-084 n(If Approved for use outside HVHZ;Yes Verified By:American Test Lab of South Florida Inc. JImpact Resistant:Yes Created by Independent Third Party:Yes I Design Pressure:N/A _-_A `m---��Evaluation Reports _ _rt Other:Large missile.Max,16'-0'span at 30 p.s.f ASO load for Blade 1 F4 384 RO, r A r S A iN;' R F R nQWC,IS-0,114-ml C and 18`-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by independent Third Patty Yes respectively tl� Contact Us::1940 north Monroe Street,Tallahassee FL 32399 Phone!850.487-18?4 The State of Florida Is an AA/EEO employer.Copyflnht 2007.7913 State of Florida,::P;Ivaco statement::Accessibility Statement::Rehlnd Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send elearonic mad to this entity.Instead,contact the off cel by phone or by traditional mail.If you have any questions,please contact 850.457.1395.•Pursuant to Seaton 455.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 455,F.S.must provide the Depanment 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 d0 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 click,lrS- LProduet Approve)Accnptx: L1® e'C}t 1 �l'l'ltrit�-\t i'i SiwyC.�t 1' http://www.floridabuilding.org/r)r/pr app_dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS MOOUCF EVALUATION DOCUMENT(PEO.)HAS BEEN VERIFIED FOR CO PUNNCE 01 ACCORDANCE WITH THE 2014(5th EDMON)Or THE FLORDA &➢LOIN&CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY WAr_AHE ZONES. DESIGN WIND LOADS SHALL BE DEFF38tMED AS PER SECTION 1620 OF THE ABOVE MENTIONED COX FOR A BASIC WIND SPEED REDURED BY SHE JtIPL51TiCBCN WHERE SHUnER WILL TABLE OF CONTENTS BE INSTALLED WITH A DiRFC00NMBY FACTOR Kd-D.85,USING ASGE 7-10 AND S AIA NOT EAC®THE MAXUL1M(ASA.)DFS;GN PRESSURE RATINGS WUMATED ON SHEETS 11 TPAII 13,10&20. IN ORDER TO VERIFY THE ABODE COMMIILW,ULTBWa DESIGN WIND LOADS DETFRLUINED PER ASCE 7-10 STALL BE FIST REDUCED TO ASA.DESIGN WIND LOADS AREA•1: HV BLADES(D AA BY WIVIPLYNG THEM BY 0.6 IN CR DERTO CMIPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED 014 STEEETS it THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VFRSY THAT COMPONENTS AND ANCHORS ON THS PEO:,AS TESTED.WERE Nor OVER SIRESSW,A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HX USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HUYEVETL A WIND DURATION FACTOR C0.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HM AOCGRWDN SHUTTER srsws ADEQUACY FUR WON ANO LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ICCORUMCE WITH SECTION 1&09.1,2 OF THE ADME MENTIONED CODE AS PER lYf'1CAL 51RITTER ASSEMBLY 38-14 SHEET 4 TYPICAL WINDOW RUDE&WIDOW DETAIL -NY BLADE(D EO2moi-03.jwmet-0.S,j100/Dt-0.S.02moi-O5.f031 m-os./0603.01-10 AND(0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 (WHERE : HV 8 Qn n AND HV�yjt{Q(OW S ADE& AND E-1906 STANDARDS(MISSILE LEVEL D,WIND ZONES 1.2&3)&01220.07-10 AS PER TAS 201,203&2033 PROTOCOLS LARGE MISSILE (WHER AEP 1.AR E) -HV W31DOW BLADE 9/05MA1-aa AS PER AMU E-1886 AND E-1996(kt6SHEIEVE.0.WIND ZONES 1.Z 3)BASIC PROTECTION ONLY ANO/0725,01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 Z HV MADE AND HN YONDOW BADE 0 ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LLUITAD045 AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS O-M.CDNCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SGIZEWS).USED AT BLADES KNUCKLE NN FOR DPW LIOM CONNECTION M TRACKS SHALL BE I14AZ75'AND 114.1.75'RESPECINEIY•410-HT UNUUY SERDLS CE TERMATE DETALS NJ SHEET 8 STAINLESS STEEL SCREWS VWIH 135.0 ka!YIELD S(REIGOH AND 100 Loi IMLE'STRENGTH.PIS SHALL BE[DATED WITH BERTHA HJ OACR06HIELD COATING SYSTEM AS MANUFACIVRED BY APPROVED C[MERMAIE ALTERNATING DETAILS W SHEET 9 CCAMNG APPLICATORS,REGISTERED WITH AMERICAN SNUTER SYSTEMS ASSOCtAl".PINS MUST BEAR THE HV MARKING ON THBR HEAD. 4.ALL ALUMINUM EXFMIONS SHALL BE ALUYRNUY ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHFECa 2 AND 3.MAIMUM YIELD STRENGTH FOR 6063-1NI ALLOY IS 30.0 k i ARO 35.7 ICT FOR END CONNECTION DETAILS I-6,CONCRETEALOCC SHEET 10 6005-75 ALLOY. MkCWM SPAN TABLES SHEET 1 T ANCHOR SCHEDULE-CONCRETE&BLOCK SHEDT 12 5.ALL SCAM'S TO BE STAINLESS STEEL.304 OR 3iG XSI SFRES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 Raz MID.YIELD STRENGTH AND SID kst WN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET IS AND SHALL COMPLY W/FLOROA BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B.DOLTS TO BE ASTM A-307 CAIYAMZED STEEL,OR AAS 3G4 OR 316 SERIES STAINLESS STEEL WITH 35 W M@.yUM YIELD STRENGRL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE TME NLlAWTNG SHEETS FOR ANCHOR SPEC3nCITK :HV BLADE(D I IZI3,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 HN BLADE D&Q WORKING N UNISON:12,13&15 INSTALLATION DETAILS S-K WOOD SHEET 17 8, ET CiUH.Y.♦L'COROlON SHUTTER SYSTEM BEARS A U.S PATENT 1&'779,58:COMPONENTS D{•THUS APPROVAL ARE COlERED,IN WHOLE OR N PARE m U.S.PAtEM 15'458,179 HSSTJED 70 EASTERN VIS CONNECTION DETATS 7-12&OSI WOOD SHEET 18 METAL SUPPLY.INC. 9.IT SHALL BE Mir RES'ON98UW OF THE C a"'B"ACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSUFE PROPER ANCHORAGEONT CRACTOR 70 SFA/CM" AREA 3: HV WINDOW BLADE IFA ONLY ALL SWJI TER COMPOIXT ED SS WHICH ROM,THRU FASTENHNC IN ocanhU0U5 CONTACT IYNR THE BUILDING TO PREvENr WLNO/PAN ITRUSMJ4. I TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH UNIT MUST BEAN PERNANENI LABEL.IN A VISIBLE PLACE WITH WARWNG NOTE-DURINGIOD ONG PERS OF HURRIWIE WARN0JG5 HOME OWNER,TDLANI,OR OTHERS,MUST P DPE:NLY CASE ALL W AND HD HI nMMTES PAIN ENGAGE OR LOLL ALL NV no NO LOOTS. AREA 4: HV WINDOW FI ADE n ONLY 11.SHUTTER MANUFACTUREIM LABEL SHALL BE LOCATED ON A RFAMY VISIBLE LOCATION AT ACCORDION SOARER IN ACCCROANCE IIIA SECTION 17 tO.8.3 CP FLORIDA BUILDING CODE ONE U82 SMALL BE INSTALLATION DErADH.METAL SND WALLS SHEET 20 PACED FCR EVENT OPENING,LAMING TO COMPLY WITH SECT*N 1710.&2 OF THE FLORIDA BUILDING CODE 12.BERT14 H.V.AGCORi'CON SHUTTER SYSTEMS INSTALLATION SHALL L,COMPLY WITH SPECS INDICATED IN THIS DRAWING PUGS ANY UUU20G AND ZONING FW ARONS PROVIDED BY THE PJRIS=DM WTERE PERM IS APPLIED TO. THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC ALD DOES ATA PROWOE INFORMATION FOR A WE SPEC11C PROJECT:Le.MIME THE SITE CCNOIITONS DEVNTE FROM TARE P.E.D. (B)CONTRACTOR TO BE RE6PONSIBIE FOR THE SELECTION,PURCHASE AND INSYAJATION NWWC LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.E.D.PRMODS HE/SHE DOES Nor OEVATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAIUM ON THIS DDCUMETT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)1125 P.E.D.WILL BE CONSIDERED INN3D 6 ALTERED m ANY LIFAJS. (4)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME AHE ENGINEER CF RECORD(EO,R.)FOR THE PROECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACTING AS A DELEGATES ENGINEER TO THE P.E.D.EX.NEER SIAM.SUMAT 70 HIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (C)DRUM P.EO.STIALL BEAR THE DATE AND ORIGINAL SEAL AND Sk-4ABJRE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. m FLORIDA BUILDING CODE(Non-High'Velocity Hurricane Zone +a``Pti(E ®2015 CAVERN METAL SUPPLY,INC. ir.= BERTHA HVTFA �M_LEC O�N�. ! Accordion Shutter System ' .� H,V.BLADE#1 W1 OR W/0 FLK WIMON MADE -0'. //.T ; ° American Shutter Systems •,x IESM.M0N CATE MAft By ML. TIWT TES NG & ENGINEERING COMPANY OLD 11-192 4/13/15 yOR; Tf OF wss Klr.36@ R S. X0.wxw woo naKw 331 Association. Inc. I Mit 4/13/15 $p7 Pr.v�e;(3Gs;87I-1530.FSI.:(3o5)B71-1531 4268 WGstroods Drive x .... ••'xi1v `` V;VA-0.d— West Palm Beach. FIL 33407 3 DRAWING No 'nAit,0NAL ENGAa+` IuiO{A mJD Jr.P.F, 4 15=085 R.E. SEAT1nftVURE/DATE nrnaLK 44167 sSHEET 6 1 OF 20 -Sr tm clam o10c® VAMEs 4Ap._• 1.918• 1491- ,._.. .-0' a, ��—�,, �aasr 4•�' 60 3�HV UNIVERSAL FLAATER 0 5 HV 90'[]80' STARTER COVERED UNDER US PATENT 1115458179 OUALFlED FOR USE W/NV BLAQE iQ @ HV WINDOW BLADE" 6005-TS ALLOY AND TEMPER ® BLADE1 OUALIFlED FN 60FOR USE W W-T676 ALLOY AND TEMPER •S'SEE: O LIMITATIONS OF USE OF BLADE®ON SHEET 19 1 60fi7-tG ALLLL ALLOY 1 A TEMPER 6063-T6 ALLOY AND TEMPER ... •• 70' 2.670' 3.930' a 1.. .994"� MHV 1."V - 72 y 842 J' 4 r q it075' .09231 '".920HV WALK—OVER FLOOR TRACK BIADE C)] OUALIFlED FOR USE W HvO96053-i6 ALLOY RND TEMPER BLADE(I QUALIFIED FOR.USE W/tIV 6063-76 ALLOY D TEMPER BLADE TONLY. 1� SIV RAINGUARD BLADE 6063 6063-T6 ALLOY AND TEMPER QW.UFIED FOR U E W/ HV 6063-T6 ALLOY D TEMPER Vu'E' 7.915' t.93Y BLADEi VARES 1.936• 8063-T6 ALLAY D TEMPER 91T •7 ec o _I--�- _ 097• � `� .C6Y 093•� �I .100- `q9]' .,< al - 7V 87 09]' 093,•�I 4r 6701 1.666' $ BJ07 - 3 $Q,.__.._....,. i HV HEADER/SILL � 11 HV CEILING HEADER / }�J 'l� HD CEILING HEADER/S—ls 1 ONLY, QFlE 6DB�RT6 USE AND BEM�pcER ONIY gW,UFlEO FOR USE w/ HV BLADE(D 14 HD WALL HEADER/SILL SEE SECTIONS FOR%A.UD SEF. SECTIONS FOR VALIDITY. QUAI3FlED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER DLAOEOONLY. 6063-T6 ALLOY AND IEMPER COMPO A R T1 T2 -- X Y t X Y Bt t Y 1" 2" i T X0.125" V' 2" 5'W.X. 1149" 1/8' 2' 5"MAX.f 0.192" 0.192• X 1�6 SIDE ANGLES Z�0 CORNER POSTS QUALIFIED FOR USE W/101 ALUMINUM ANGLES ,9 2.5' 7'Mo.!O'1w DA90' OUAt3F1ED FOR USE W/HV BLADE(D QUALIFIED Fa USE Y1/HV ,c� ' ELME 1 6063-TS ALLOY AND IEMPER 6063--BT6�AU% AND TEMPER !7` 2' S MAX.10.139' 0.,31" 6063-T6 ALLOY AND TEMPER 11DRIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN I,ETAL SUPPLY.DIC. �GENSlc`� ' �— BERTHA TM ` IlL1�C—0 , Q■S■S■A■ Accordion Shutter System *= rLv aAnE#1 w/at w/o H.v.NtNXX/etanE TILUT TESTING&ENGINEERING COMPANY American Shutter Systems D13�D0g urc ORAAN OY: Nl STATE OF %t�� 6353 Ktr.say 5L.Sm.3.3,vR M a%ma.FlD MI Association, Inc. , an t,-fez 4 1311 WL 4/13115 q�� Fhanp:(]05)67{-1530.Fa:(305}B7f-15 1 4265 Westroods Drive 2 •gym-DO+�o— West Palm 3eoch, Ft. 33407 a DRAWING No 'C.`Q` 7CA.TER A TUrr I/.P.F . 15-085_ �i,� S! NAS 1` nOROA L<.8"167 s SHEET P.E. S�1 htlYfiiG(M4� O.VE 6 2 OF 20 4-- .9 0' 4376• 1�'-IOrI 1/4'-70 LA.^f 3• .745' TN31MD tt�7tiP 875• f eKQ A LORAM cn3w+ t• .... t�.� I ,._ "r^i• d Kt15(oWWE EoamuE PUTCDJ 2 HV CENTERMATE ` . �--�" t.}aa l`-'fi - 1 OUALIFIED t &®ONLYFLOATING , HV EGRESS LOCK 6063-T6 ALLOY AND TEMPEa DEC FOR USE W/ W BLADE 1 & I ONLY OUALI ED OR USE W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER L. 1 BLADE & ONLY. BLADE lU&®ONLY. FLED FOR USE Wf/HV BSE T ONLY 'am. eT{• 6063-T6 ALLOY Alio TEMPER PLASTIC D TO ra, 1.56• 9„ 4.045• MCEOEO TO SCREW 7.079' 1.7 r 1 60'AFM RYEIING G} A BEFORE RVOM J p C° .� ^i 14"9-20 X 3/4" S.S. THUMBSCREW 1/470-20 RrMUT; _ a {mms 9444 A W,KW(N124-13 A LCq LAME FIMM 1101 nF ! SIW Marta.PART I Daze.AS MA49FACl=6Y Awe I---x !--•--I acm 1p mm PAR3PP07YNcw.RRu=4 OR ECWL PLAN ry FRM U VAIKN HV MALE -T" LOCK CENT I » :� HV "T' LOCK HV ALTERNATIVE LOCK © LOCKER FOR 'T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE t ONLY HV FEMALE T LOCK CENTERMATE OUALFlEO FOR USE W HV QUALIFIED FOR USE W/HV BLADE 7OONLY 6063-Tfi ALLOY ANO TEMPER QUAUFLED FOR USE W/HV BLADE(1�ONLY W/MVB�EO�ON� (i1:AVE©i ONLY./ 6D63-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR� 1.917 063- An .r.�;{� CYLINDER OR z7� .OAT ..06r. Y 'j KEY�,uNDER - .214 r � 1 io m 1^ n m b a.12s• 'd .a0 .6 QUALIFIED ts'uo, HD R 0 0 j2 C o 0 QUALIFIED FOR USE W/HV BLADE 1 3t A QUALIFIED FOR USE W/HV BLADE t &q1 �C;,may 6063-T6 ALLOY AND TEMPER 6D63-T6 ALLOY AKD TEMPER uip T T S VAMES•12'MX QUAL7FLED FOR USE W/ HV BLADEFt & to ' .A�T�aASE4:D�slR3�v-t0 t y• 6C63-t6 ALLOY 2ND iENPER =6t11tN (SO:1X7,357 _ OR I ._.. ^_�/ ytlS • , L..........- vm. GYUNDiR 1.76-r4ua. LOCKING ROD L,375•0 HD LOC QUALIFIED FOR USE W/HV BWEO HV 3 8.0-1¢ ACETAL ( � HV 1/4" 0-20 AISI 04 Err REGEME HARDWARE UOMISE LOCKS SEISES 2333 NOOK DOLT LOCK ,,CC''�� 6065-16 ALLOY AND TEMPER SERIES S.G�UMBSCIR QUALIFIED FOR USE W/HV BLADEQ& Q r2��tNSTALlATIDH WILL REQUIRE A 7/76'HOLE U $ Y^ QUALIFIED FOR USE W IFV BLADE D ILLED AT TRACKS FOR PROPER EMB�AItNT QUALIFIED , „ BLADE(1) / RORIDA BUILDING CDDE(Non High Velocity Hurricane Zone �� ✓/ice ©2015 EASTERN MED:.SUPPLY,INC. F 9 = BERTHA HVTM �111 CO t N Accordion Shutter System H.x"eLncEt w/OR w/o Nv vawav BADE =cc 5 American Shutter Systems n,. Pcscplq�m DATE DP.%N On M.L l tv •k++ TIWT TESTING& ENGINEERING COMPANY S Lcr� m.3m 268 Wtstiood Inc. 1 QLD 71-162 4/u/ts wtc 4/NO i•t3 w .``� AT55 N.M..15m(Si.71-153>. G(3 )3 1-lW 331 '�•.-�L.JR n,a�,:{3es}�71-1 s7o.F.1(3o5),t71-153: t Pal Beach, Drive s' OpAµTNG No .......... West-.,,a: 000orra.�,m 'Ness Palm Beech, FL 33407 3 '•,FSS1" p1 Ea eTUH't 15-085 C �Y/Y/I/tL1ojII1f171N\\' MALTFA A T41IT.;r.P.E. 4 --_ RE SEAL/SIG PIATURE/DATE 1100-u`1.4167 e - SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR sreIT HV GD HV R I dt it MIN, PCETO BLADE r O HV BLADE i to .ta7s•r- µ t WBLADE IA `,' '�l r Nv mNaow wnE .arts' fir.,,,,, .esas .oc • 31CC17 ® W LONG RECESSED NYLON BUSHING z Y .I1 K�s -a M625aTS' Y ® W SHORT RECESSED NYLON BUSHING I � _t ( ) _ a. W NYLON HAT WASHER OOR® Sr4y a I I Fot:rla+ et.f�so%� 4� FW WHEEL CARRIAGE AISI 302-35)3 SERIES I ( `" as9" s.l l -' 44 rr2�- S'X n 0.870-x3/16-THICK NYLON WHEEL j ) �® n `y 2 7/8'NTL w MzCw 0.188"0 AISI 302 SERIES S.S. RtYcTS j 315 CIrA4 03. EPARA�N .oma_ 3,T5W © HV 1 3/4•ACCORDION PIN W/ §8 HEAD * EXTERIOR L o�o'E1,s 15 /4.7 5 .os2s• ® HV 2 3/4'ACCORDION PIN W/§8 HEAD t -( 411 4 .p'o '`I4 •� 1/1t/V •A'2>mt717eIDzl ® POLYCARBONATE IMPACT RESISTANT HV WINDOW + �i' (I 1v1EE}t j I a �_.....I ® : I j � TYPICAL HV WINDOW BLADE AND POLYCARBONATE W WINDOW DETAIL j (DOR Q ( a or @ I ! N.T.S. ((SEE rNT1E�FOR REOUIRENENTS) j OOR Q,� j *POLYCARBONATE IMPACT R'gSYANT FIV\yItIDCYN i I BAYER MAKROLON 3103 POLYCARBONATE t RESWS, UV-STABILIZCD GRADE OR SASIC * + I 72Ta FaAnE tt INNOVATIVE PLASTIC LF.XAN 103 RESIN O OR I� j I (SEE 14OTE -F-ON SHEET 19). I (i) HV PIN 4 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO ORa I'i ® i POLYCARBONATE SOURCES FOR HV(9 BLADE. TYPICAL SHUTTER ASSEMBLY ' j EXTERIOR .I1lcMXL �..r 1:nCv,actrnna sovarso N..5. I N,PIN®aR�L1 AT (2) HV PIN (g)MAY BE USED IN LIEU OF(D AND ONLY AT EX EMOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D m324' BLADE'S KNUCKLE. ffiCSas BLADE WHEN CORRESPONDING TO INSTALLATION "Il". SHEET 7. CSCE No1E FORcz�un nw um oaa nr„' woo mfr .04• Q REOUII{EYE11T5) TYP� ! 1 t i iD`V'.E TF3L SiNJ,CM AF11 p670 9A00 VEL 9.`AO 0." ` r'j (3) HV PIN ©OR @ W/ 1/2- O.D. 1/16"THICK S.S. WASHER O o75 1 ' E ff9Ar 5i°a�"�130 ' YmiO °' raAus Asp„moo sta000 wi 3+aam wI. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. nmant d� :r I( aersc SHEET ® t . i ' + aau Asti ww 1a"-1n/ n rr-o! t� CARRIAGE DETAIL °"¢0fN5df °T1 02M .2; FYI ASSEMBLY LAYOUT WE or dlF2mq sv own C-1 C= a,aA5 mr r an+ un VIM IMT cm r > Am alas nw=gnwa .V702 A2Y wa c=°+1 tow r.i In BLADE HV WINDOW BLADE DETAILS T Nat Nl WA paL . FLORIDA BUILDING CODE(Non High Velocity Hunicone Zone ���.N"`�Z�R A.jj�'�4 ®2a 15 usw w YETAL SUPPLY,INc, P' BERTHA HVTM --- _ A.S.S�A,Te. E�I C O Accordion Shutter System FIV.RXE gi W/OR W/O H.V.WIN ON BLADE /J` = nn,a MI- TE Shutter Systems „ PATE t>w4w StTIWT TESTING &ENGINEERING COMPANY Associatlanr Inc- 1 OLD 11-192 4/13/15 IMM 4/13/15 ATf OF :* oras Ne.Bun.s~a.xs.smuw wears.norma Ph-,:(305)871-15M.Fa.:Laa5WI-1531 4268 Weslroads Drive 2 F� ..oRIDP � ���� - Y 4*emoade«n West Palm Beach, FL 33407 s DRAWING S/.........•G�CL\� °is ooaens 15ff't ori,O&AL E� ��` r'wLOMALTIN Atr�f 444167 s P.E. 96 W610t)k%RE/DATE a SHEET *NOTES ON HV LACKS AND CENTERMATES: D C 0 • o Y N 5 T M • 1.MAIM61100f DONINTION 911 ONE W LOCK®oF SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR TINY SPAN OOF SHUTTER SPAN (1EVATIONAWVE. LOdC or S241AY BE USED AS AN INSIDE OR OUTISDE LOCK,ANDA ACHFOR" WINS ANY ANY CI NTEfi"TES W/(2) f X4'0-20 x 1/2'LONG FIAT HEAD S.S.4S,LOCATION OF LACK SHALL BE AS IINNOICATED ON 1)PMAL SHUTTER ELEVATION. 2.CE1112W PPHDOIN 411 IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 70 TWO HV l9 LOCKS OR Qq MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIERMATES OR tLOCA SHALL BE AS INDICATED ON NOTE(1)ABOVE .�"71• ON OF LOCKS SHILL BE AS WOICAFED ON TYPICAL SHUTTER ELEVATION. V3. (I 42 LS USED WRWO N.V.LOCICSI:LOCKING RODSARE NOT REQUIRED AT HURRIf1WE POSITION,BUT MAY 4ga TSE USED IF DESIRED TO"ENHANCE SHUTTER PERFO E LOCKING RODS®OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSRIQY). <.FLAIDATOfN CO1dT10N{2.ONE HV LACK �` SNA.-D£USED AT CORNER CENTERLIATES FOR AMY SPAN a Fj II AND PETAl1ADD.NS AT ANY EtEVATiON.NV LO or.�SHUT BE USED AS AN OUTSIDE OR INSIDE LOCK. ATTACHED TO®CORNER CCFt11TFRAUTE W/(2) 1/4 0-20 x 1/2'LONG FLAT HEAD S.S.M-1,TWO LOCIONG RODS AT TOP h BOTTOM SHALL BE USED.LOCATION OF LOCK SHALL BE AS 1NA'CAIED ON TYPICAL SHUTTER ELEVATION. IMU t$ NAXU SHUTTER SPAN SHALL,BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, '1ok9� r SXL S. ,,ll� S Ti6a i 33+3 •ANE ALTERNATE HV LOCK MAY BE IN LIEU OF HV LOCK or FOR ANY SPAN AND U Yt INSTQIATIONS AT ANY a VATTON.AL LRNATE LOCK�14AY BE USED AS AN SIDE OROUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO 0 ORCENTERMATES SNAIL BE UQE W/1/4'4-20.3/4'ALUM. pz�� bg� RNHUr AS SHOWN ON SECTION HM SHEET&ONE-LOCK SW1L BE USED AT 1/2 OF SIMMER SPAN OR TWO CLENg C_ A LOCKS AT 1/3 OF SHUTTER SPAN. 8,W9= CONDITION"MR KEYSTONE '^JunNO LLMO tc_ ONE HN LACK or 'or®SHALL BE I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i TO BB'.AND FOR INSTALLATIONS AT ANY ELEVATION.FN LOCK or a MAY BE USED AS AN*SIDE OR OUTSIDE LOCK,ATTACHED TO e3 or 0 SYUMETRICAL CENTERNATES W/(2)1/4'-20 x 1/2'LONG FIAT HEAD SS. SEE END - MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAMON. USE OF LOCKING ROM 0 W/ CONNECTION D F [ N 1 J K L Y s 0 x Y Y k OR 0 TOP AND BOTTOM IS CAMPL.ETELY MANDATORY: ON SHEETS 10 h 18 TMP-FULL " *NOTES ON HV "T" LOCKS AND CENTERMATES: HDCHr. OF CORNER I. CENTERMATE ONE ALTERNATE HV'I'TACK ()MAY ENE IFSIALLED IN UEU OF HV LOCKS ORPSI .9 FOR ANY SPAN AND De m©• 7�w®ATO. o* i �TALLADON AT ANY TSEYATIWI.AL TE LOCK Y B£USED AS AN INSIDE OR tDE LOCK ATrACTLIJEfTT OF L f(®INCLUDES USING REINFORCOIG LOC j,AS SHOWN ON SECTION MC,SHEET 9,WHICH NEST BE r�. �(j 7�•ry" �{T^7L,R7}� ..__.___.... CONNECTED TO CEI R RVATES�AND W/ 1/4'0-20:1 1/2'LONG S.S.THREADED SOLT W/7/8'o x 3/32' • • O• • WRJCNUr OR W/1/4'o-20.1'SS.MS.LNfO A" 5/8'RNNUT.®LOCiS MAY BE INSTALLED AT UIDSPAN OR 12' 6 7 DD 6 7 m MAXIMUM ABOVE AND BELOW MiDSPAN.USE OF TWO LOCKING RODS TOP AND EOTOM IS MANinATORY. 'f 5•�a T�'.1�8 ox�.®aK .Few s•�a1���}sw(i3•� * 2N Pa WM8c CEN11 ES: 1. ONE ALTERNATE HO LOCK©MAYBE USED M LEU OF PICAL (T) HV BLADE SHUTTER ELEVATION HV LOCKS OR - TOR ANY SPAN AND OSTALLAIIONS AT ANY ELEVATION.ALTERNATE HD LOCK(a MAY BE USED N.T.S. AS AH IL9DE 0R OlR LACK.ATTACHMENT OF HD LOCI[{SA TO IS W/3 19 x 3/8'F.H.SS.L1S..AND WCLUOES RELNFORCE]dE7Nf 1NSETTf AS SHOWN ON SECTIONS HDB.,.H1i3'AND SHEET 10.LACK MAY BE INSTALLED AT WDSPAN OR 12'MAMMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ IS COHPLETELY OMIDNAI_ L on Hiah Velocity HurricaneZone, to 2015 E+STERN METAL SUPPLY,INC. ' BERTHA HVT7J A������■ IL E�tmc, Accordion Shutter System FEV.RADE#1 W/CR W10 FEV,WWW/FACE TESTING& ENGINEERING COMPANY American Shutter Systems DLscA.FDax DATE OIUWN ITr. Y.L 9: STATE OF Q� ut»IIx,1 se 6W sm vac cYDxT+s,ROMA 331& Association. Inc. t OLD 11-192 iLyn am- a/13115 �____�_ PWm c(105)871-15W-Ftt:(105)871-1531 4268 Westroods Drive 2 • .M—oocL+,rx West Palm Beach, FL 334075 DRAWING No /ONAL E ;++' WUTV A.71U.R 4u.Pt i 15-085 pr P`` nZPAM I;,-/4-167 5 SHEET P.E. SEAL/'31tzkH1URE/DATE 6 S OF 20 POURED CONCRETE , ._ HC,.to (9a:! �. Lro+cRErE (SEE sa muLE ON sH¢r u) I m>Aa H� 'QOR o0rnSS , t =Ou: REOVPL=D _ EDGE OF i r Wa-, -.»i APPLICABLE EGUISSXGTwg - N.TERNA OMNI; '✓ ; IANJ1� '' /10.3/4'NIX WASHER HEAD I 1 1 OR 13 H»15 1 a7 un TEx SCREWS o 12'D.C. Dce OF J lua CONCRETE ANCHORS 8 c ©• 7 ' (SFE SCHEDULE ON SHEET 13) APPIJfA1fl1E Jy/ EDGE OF ) ' H EDGE OF99wxa— f SL/3 IF '-' 51/8 ff EDGE OF I . HRH.OAViRW APPUCf� SLAD IF APPPU=tLC POURED 7PURED-) FLAT HEAD CONCRETE ANCHORS .COHC�J D. c� (SEE SCIM)OLE ON SHEET 14) I»'��`nam ♦ PcuRm REouwED Fw HFAA coxcaE>E ANUHoas t oR mE (sc> so,FnuTE off SHEET t4) 11 3RENCH 114$TALLATION AUD ONLY FOR UP TO+70,-75 PSF AS.D. Q HV FLOOR INSTALLATION t (1)HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER HV CEIL�G INSTALLATION SCHEDULE 03,SHEET 11 CONCRETE ANCHORS b ih4 0 (SEE SCHEDULE ON - -as sIffET t) r/MTV � 0 r r FxisrLNc EXISTING omnNc—; � (J Tma40CY a Noe rams I ,/a- GLASS—' 1 (•'1/"S$ -il4T OD�Wl P1 WII�1• ,li-__�O GI+155.1; / •I. ,» T�a$1SI3/4 11A L i A'DK115 B% 4A7L E fIIMWY,,94{5!! i OR YeT[15*-LrQHfO6- ; ;; I '•I Nuc ro.nAc a „1 at rtn u=ro a•-a'gnu ao • vtI o ac ra+� WWI iwx I:; r mPa c�E NO¢119.sm,r / ,/2. 33 ,TIT Q O• 1 a"MHS } 12� 3 8 »...._._. F14%. fl�Rr. ?I TEX 5CRE1Y5 ___ /tasJ/a- NIX 1 3+" O 12.O.C. 1 8. $ ' n X SCREWS REA'S O 9.O.C. CONCRETE ANCHORS -- 6 .O a /4Y3 4 SA.S. _-__ v • 'S5 OS rt OR, 4'c••zc ss.EAs ; ! /. 1 i ;1/4 jj ,r..-20 Nuns o s o.C M/ NUT O 9.O.C. ' (SEE SCHEDULE ON , 1 Q 7 xi ----i sNEErHoH a ,7 oR 18 1/z•I 1• 17 18 �,�i `I'72.00'inri tz WALLTIMI(GECXKkTK .,• ED. a TRUCRWL Sy1 // 1 9AA.ff I !,<.3/a-F.H.sos. :LA0). . =2 A. 1 7/8" 1 7 B ,APPl1CJ� 0 9'O.C. - RE STC / CONCRETE AN(7!0!.'S NOTE 73{D} _ POURED CONCRETE (ss E SCHEDULE ON ON SHEET I Poua c co cN s)+�—r 121(D) ; ��eLOCx SHEET I4} RE Ws+CRETE DW C �KEYSTONE MOUNTING INSTALLATION oPD,:+aL -POURS REOmaED YAC„„Asn Oo,c+,H .G..-T2 An CO.VI'l-7 KO HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION aEOumED woay sNu,Tm SPAN C-o- UAdiS rte: NOF FCR COUONATION OF. M45: osov P�`orw:D •E D.m EDGE D6TANCE t R`"ADJACENT TO AN Oi'ERASAE EXIT ..EEE u(grONS OF USE FOR I-SEE S;�<FOR ttPacL (SEE sPEcmaTIaHS OI 9fEET,J, DR EN,WN�E FAhDE,A aN SN'_ET,9. INSTALLATION DETAILS W f <7 HV BLADE 2-"O LUNTIM SECTIONS CAN DE CCYDJNED NL ANY WAY TO SUIT ANY INSTALLATION. FLONDA BUILDING CODE(Mon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. BERTHA HV,M A S S Q Accordion Shutter System ■ >_ 11L!ECA �Nc. ■ ■ ■ Kv11"#1W/CR W/o KV.WWW MADE * /r�'�= _ American Shutter Systems mTL„oDATE oR ,e; M.L. TILUT TESTING do ENGINEERING COMPANY o'•, TATE OF :� axs N,,. �-�,.,e,, ,� ,Lo rA 1, Association, Inc. 1 OLA 11-122 s/u/Is aTE: A/,J/is Phw :(JCS)8 I-IJ30.Fm:(SM)D71-1531 4268 Wes roods Drive z DRAWING No `��cF�CNG�o°�`` • LwO.7t0— West Palm Beech, FL 33407 �hq,TSrDNA1�LH�.�� WALTER A T1UW Jr.PLL 4 5-085 P.E. SEACEJSIGNA`NRE/DATE�'/M1G7 ; SHEET OF 20 SEE END WALL CON S 10 a t8 —�" sa N1„W o„LOCMG RWS0,„,,LO=O v0 `f INSTALLATIONS W/ 1 HV AND ALTM-OM IN U=0 ON WU 5. OUT ss IN i / oosn„c cuts f/ BLADE W HV CENTERMATES ** E AM�`�"� W K Ywo x(D Ca,ltttwUFS,3'P11CN,bN>��o �°®°”©•�'® ,0��� OR 25 SEE END WALL CONNECTION —OUSTINC am DETAILS ON SH 2.2'�r/B*W-2 I 8O•�w©9 r®w�.Q 3 1/4" 7- 6 1/2• Y (`'0T-Ts At1A1t"�' OPPOSING MG%g(2,I/4.0LWCON 1/2' aQ.® SYMMETRYCAL wxsaas ra om+cRE,F I- CENTERMA�*5T�E-S CE RMAFES �SwiiSmu) W/ HV LOCK rL 61 or w TO S�c(ASS�„ (4)110.1/2* jTW/4•Slls.o 12• . o.c.FULL tti+cllr W/ HV LOCK or AT FFC11 AVaE(TTP) I (SEE SC14EDULE IN �* 3 ON s+ ,T)1) * 1 2' 3 Q°���'�a®ato•®� 10 s OUT TO`®"©•�®•©°� HVA HVB ©�,®�©,tea® t®Qa ^onslearaa4vO POURED CONCRETE OR CONCRETE N10CX WALL 6 '�-©�®`O•�1 _ _ _ ,o•®�_p,Qap.Q=-- lar Nc fl•®°°�•® �g'®° SYMMETRICAL------- IN 6 •7 6—� 1- - 8 •�a1fJ9•®«Q.Q 'GLASS jn CENTERMA ES 9 �8„© ®�, M"T o s°N _ `'J I SFJ ©'W HV 0 c�� ©' ® tseE sn+rnu 5 MICS A nar: ®_® — * 6 aWTiMCR) ®'lJ"o•®a,t�.Q a+sxEEr,,, TO GLASS I N ® (OONN SSN C+IED;1 0111MOR) (cJ%�1 ----- ----- ------- --...--------- , OUT co„CRETE. * 3 ,6 o.c. `J wmEs Niue *�A (2� 19 \-O 0 OUT oUT --4 HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ®2015 EASTERN LIETAL SUPRY.INC. 8 RTHA HVTm ` — Accordion Shutter System /1T7L7rEcouc. ASA HY.RAM ,W/CR W/0 KV.NlNJUV OAGE TIWT 7EST,NG& ENGINEERING COMPANY Shutter Systems aRa11 DATE a41U11 117• , o: STATE OF K.. 4�fi M. rlo u1 Association, Inc. , OLD 11-192 1a/,s w-- 4f13/15 ty� pt—; 1-15M.F.;(30.5)971-1531 4268 Wastrocds Drive z °:ta—e -- fres. Palm Beach, FL 33407 3 OR1YlINC No FS •' ��� WW.TM A,11UJT Jr.P.E. 4 15--085 SHEET P.E. SYAL iN�N(+iCJ�E/GATE nrasw Lk-j 44167 c $ OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE RED CONCRETE CONCRETES ULOCK WALL OR CONCRETE OR O�µy}EOU+RED _` SLOCRETE OR CK WALL.RECUtREO REIXIIREO OLOCK WALL RE0U93D �E%6R4G GLASS( EIaSTING GLASS CON 'ANCRO �E1a5TWG CLASS 7-. ..7 - 1 Y Y.IN E�=W.CLASS O 16.O.0 CLI J— r 7 _ / _ �[ 7L -� YH SFPYfv1RaN I 1 .. r-) Y 661L TO ASS(SEE . SE7YPARCN SOIQAE ON SHEET lQt STPaA7gN I LM SMARKTION EO Ea TO GRASS(SEE 11 FOR WIDE mua TO CLASS I TO am(SFE SCIaD.EE ON SIEtT i/18"=1"MAX. ON SNEA 19 EOR SOIEDUI.E ON SHEET TT FOR ElACE OAAD SaEDl6E ON SEI:TT 11.1 1 it FOR TiAM RO (6063-T6)CONE BAMS(D QA ON BEET 19 FOR 1/2• tOi L F®LRW E�f��S�E, SIN SEA 10 10R T.(QOSER (T BAGFS OJ& u E�iRiFSi s,D�E 1�• Tt ' aw6s ON Q� ELAae?ms d 5"') OF(D) I 1+USE 1'OR 2•MAIL 7,7.•LLH. 1 --- ----- + y10=1/2"sxs: I 5-A rAs APPUGAERE):z'=1/s•wi'-z- S.. @ 16'O.C. ALULINUM CUP ANGLEIa 16.O.C. WOR 4 ` -ji (6063-T6 ALLOY)AT.lONE1 To TRACK 4 (2)1/4'0R'TAPCONS AN Hates 5 SEE DETAIL X TO CTINER SIDE OF(LOCALE AT SIDE CONNECT104 DR d f 1 OR Q� SET:DETAIL K rOR 1 OR ' ro TRACKSSIDE CONNECTIOfI (�.©.�j.g .®a SEE Ogg.X rOR 4 6- @•6- To TRACKS .0. .a .;[�. a, SIDE ca.T+EcnoN Q�-O OO' CONNECTION70 S 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 2� NQ .F RE7VIREU OMY POR SPANS GREATER TWN 12•-O' POURED CONCRETE pA CONCRETE BLOCK WALL EX157II7C 4 4 E#—S�TR—iG_CLASS _ REOU= _.._— GLASS /1 1J2•S.M. - !r ------ ON 10 BASS(SIM O 76" .C. �AM� Y SIS------ 11 FOR RAGE L CO, 7/2'60N. m� D ON SIM 19 FOR PNCRCR O I ERADE �I ___ __ @OR��OR@ CONCRETE B1K.E5O&0 12.O.C. / ____ 5 ON 19 FOR _ ANCHOR 0 CA __ __ OR}© O.C. 1/2 4L4. __ - 4 . Ea 8 (DOR 2'.IN. 2-MRI. ♦SEE U.RATkONS CT:-;�:FOR ������ y / FRAOE®DN SHEET I©Oftj�OR@aR� VIEW Y 5 1 OR ®' PLAN J SIR�' m-©•O-®-�•®- DETAIL Y+ L POURED � "©•p-6 ' ®' �s®-®Q�-©®- TION REQUIRED ��'�'�'p'©' ©O ®-©•O �- V BLADE OR HV WINDOW BLADE INTO ®. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q ®'®"®'p-®'®-"END CONNECTION DETAILQ 6 �®®-® 'p`® FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone' ` �A A: 0 2015 EASTERN.ETAL SUPPLY.INC. s�P' — �'- BERTHA V Accordion Shutter System OwA S S AL KV. GLADE It w/OR W/O KV.VdNDW GLADE s ¢ ,� !J"k= American Shutter Systems ecmwron wa CRA= a LLL 71LLR TESNNC k ENGINEERING COMPANY Association, Inc. s DID"_IS, 4/13/}s n„a aJIaJ15 �; STATE OF .=�� am Rm.3 ro 5�a.3or.z="'Allve n SIR Pr ,:(306)871-1630.Fw:(m5)871-1531 4268 Westroods Drive 2 OfiAW;NG No e'•., ORI 'C1 a-ma:1a,,00a,carr West Palm Beach, FL 33407 z /ONAI EN�;�` WALTER,1IL"j'4k.16E s 15- 085 ., P.E.�S"SP}T9AS'Tul4URE/GATE c SH io OF 20 SCHEDULE # SCHEDULE d)2 SCHEDULE $3 MAXIMUM SHUTTER SPAN` 'L+•OR •L-' MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*"L+" •----•- (Ft.). FOR�INSTAL INSTALLATIONS / It $IS.BL, OR R.-" (R.) FOR R "L (ft.) INSTALLATIONS ISD � � & or(�or F INSTALLATIONS W/ CONCRETE& WOOD (t)L+:MMIUUM ALLOYUBLE SPAN FOR A GIVEN W/ONE H,V.LOCK @ or @ or or g W/ONE HV LOCKS MANSORT POSWVE A.S.D.DESGN PRESSURE RATING. HD LOCK W/ NO LOCKING RIDS or ONE HV LOCK or�or OR W/NO LOCKING WALL A, B. C.0.E. M, N,O. P. O. I-:A.SC ALL PRESSURE SPM A�VI NEG1� CENTERMATES @&@ W/ONE HV ' ri/ NO LO:" G RODS® ODS MOUNTING F, K& L R. S,&V. LOCK®W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) O,AUD FOR 1,OUtDNO Q c BOTTOM SEE N07E5 it) SHECr 7) FLOOR/CEIUNG WA PROCEDURE 7 C DETERMINE MAXIMUM SPAN FOR n CONCRETE h KT%1D MOUNTING C. H. I. Il.J 'i, U. W&X WALL MOUNTINGS(TOP/DOT70At)OR FLOOR/COUNC CONCRETE&WOOD MST91ADONS 0 ,N,sa CONCRETE & M GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. A,.Q X5,71 A50.C61pINSTALLATIONS ASA Demw INSTA11AIX1N5 tnsss¢ WALL MOVHRND BOOR/CDUNG ^� �0OU�i0 DETERMINE IINtWUN SPAN l4"FROM SCHEDULE M0L411W0 � a { ) ROIM GIVEN A NEGATIVE AS-D.DESIGN PRESSURE RATING, F190R MxG W WOC {*OR-) FL ATL 1A1Ip/01iG CR DEMWItZ MAXIMUM SPAN'L-'FROM SLTIEDULE. L• Gt} L-{$ i, L-(A) L F{y-Ft-(N L• (y L-(6J O MN(:MUM SINTER SPAN'L+-OR 1-•FOR 30 OR 16'-0• 16'-0" 16-0' -(V 30 .1-6,:i2 16'-0' S0 18'-0' i6'-0' ,NSTALLAn.NS INTO WOOD SHALL BE UMDED TQ FINAL MNOMUM AELOWAME SPAN IS EQUAL To TRE _35_ 14'-1_0' 14'-ICr tB-2" 16'-0' 35 _I -10' t<•-ID" 35 15-2' tfi•-l0• 105 paF.A5.0.DESIGN PRESSURE RATING. L+lM.(!5!DETERMINED SPAN BETWEEN l+'tJA Z-". CO 1J'-10' 1Y-10' 14'-2• 15-2' 40 15-10' 7J'-70' 40 14'-2• ;14'-3* (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 15-1• 13•-1' 13'-4' ,4'-3' 45 17'-1' 13'-1' 45 13•-4' 'r HV CORNER CEMERMAtE/J WY BE USe"D AT At,i. COMBINATIONS IN BETWEEN WALL mowm05 50 12'-5• 1r-5' 12'-6' 1S'-7• 5o 12'-5' 12•-5' So 12'-3' MC-UN1140 INSTALLATIONS.LOCKING SPErAFICAT10N5W/FLOCK/CE7UNC MOUNTINGS: 55 _ - '-1` 12'-11' S5 11'-10" il'-10' S5. 1/-i' SMALL BE AS INDICATED ON MALOATM CONDITION F2 FDR A GJR,P051RvE A.S.D.DESIGN PRESSURE L•-4' IP-7, 12'- 60 11•-4' 71'-4' 60 10•-2' ���5'SHEE75' KITING:65 10•-t0' 10•-10' ,1•-1' 11•-11' 65 10'-10' ,o•-10' 65 s'-5' DETERM .70 10'-6' 10'-6• 1G•-9" IV-5' 70 W-6• 10'-6' 70 8•-9' Lt4�GUY.SPAN FOR WFIJ.MQVNRNC>INSTiVL,LATIOfLS. L2+-MAX.SPALL FOR FLOORJCEIUNG MOUNTING 75 t0'-1' t0'-1• 17-i' il'-175 10•-1• W'-1' 75 - tt'DLCEPT THAT MAIOMUM SHUTTER SPAN l+OR INSTALLATIONS. 80 W-10• 9•-10' f0'-0• 10'-9' 80 9'-10' 9'-10' 'L-'AND MAX64M AS.D.DESGG PlIESSIAM RAM14G FOR 85 9'-6' 91-6' 9'-9• 10•-5' BS 9'-6' MS V-6• ALSATIOIS WTO CONCRETE OR OONCREFE CLOCK FOR A OVEN NEGATIVE A.S.D.DESIGN PRESSURE SWJl BE LROTED AS FOLLOWS` RATING: 90 9'-5• 9'-3' f0'-1' 90 9'-1' 9'-3' L1--DErIESM. 95- 0,-e 8'-9' 9'-2' W-10' 95 9•-0" W-0" LI CONNECTIONS TO KEYSTONE 8*-0*MOUNSO U MAX.SPAT/FOR WALL MCOL1?4 OUNTINGTONS. 100 e'-9' e'-4• 9'-D' 9•-7' 100 B'-9_ B•-4' LIMITED 70 +84,-72 P•4.T.AND e•-0' SPAN, SEE L2-m MAX,SPAN FOR FIAOR/C[1UNC MOUNTING MOUNTING©ON SHEET 7, INSTALLATIONS. 105 8•-7' 7•-n• e•-S• 9•-4' 105 B'-7 _...T-n' 110 8--4z-- B'-7' 9'-2• 110 W-4' 7'-7" FINAL UWMUM ALLOWABLE SPAN IS EQUAL TO THE 115 W-2' T-3`- 8'-4' W-11• T 1s FT ^'7•-3` SEPARATION TO GLASS SCHEDULE MINNUM BETWEEN 1s+'."121--. - -."L-'AND 120 _B•-0• W-Ir B'-2` 8•-9• ''--120 Y W-0• _V-n" _ (4)CO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM___ 125 7'-10• 6•-87 V-0" W-5• 125 7'-i0' 6'-e• ALLOWABLE SPAN AND NE0,04FE AS.D.DESIGN 130 7•-8' 6'-S" 7'-10' 8•-1' 130 7'-8" 6•-s• MINIMUM PRESSURE RATING TO DETERMINE MAXUUMANCHOR _ 135 r-r 6•_2• 7-9'_.'_T-S'- 135 7•-7• 6•-z' WIND ZONE SPACING. .`"140 T-5' S'-,t' Y-P 7-6• 140 r-s• 5-n• ASTM E-1996 SEPARATION _ 145 7'-3' S'-9• 7'-5• 7•-3• 145 71-3' S'-9 TO GLASS 150 7•-42' V-7' 7-4' 7'-0• 150 V-2' 155 7'-0' s'-s• 7'-r 6•-9• 155 7•-0' s•-s• 1 THRU 3 1" 160 V-11. '7'-1 6•-7• 160 6'-IV 165 V-10•- V-t' 7'-0' b'-4' 1G5 G-10• 170 6'-9' V-11' 6'-11` 6•-2' 175 6'-7' 4'-9' V-S' W-0• 175 V-7' 4--9• - 180 6'-G 4'-B" 6•-B' S'-10' 180 6'-6' 4'-B' (� H V BLADE 1 BS 6'-5` 4'-6' 6'-7` 5'-B• 185 6'-9" 4'-G' 190 6'-i• 4'-5' 6'-B• 5'-6' 190 6'-•0'_-- 4'-5' _..__.._._._._-._._.._...-_.� 5-5• 195 W-3- 4'-Y 195 6•-3' 4'-3" 6'-5' _ 200 V-2• 4'-2' V-4' 5'-3' 200 6•-2 4•-2' 205 V-1' 4'-t" 6'-Y 5'-1' r 205 6•-,• <•-,• FLORIDA BUDDING CODE(Mon High Velocity Hurricane Zone 1111111 ®2015 EASTERN METAL SUPPLY.INC. ILIt1{ /I// ���a11 R p:Tf(L/T''•, BERTHA HVTM A,S,S,A. ccordion Shutter System HH.V.Va"g1 W/OR W/O KV.WHM BLADE ( TIWi TESTING &ENGINEERING COMPANY AmBtican ShuHer Systems c,• 1>es«PmK DATE CRA"Be may, G .*5 Association. Inc. t am 11-192 4/IJ/1s DAM 4/13/15 • * - 4315 br.F. (MS , -1531 3' 4265 Westroods Drive 2 DRAWING No : . Pnalo:(305)871-1539. .:(305)871-1531 aa.cowdro, West Palm Becth, FL 33407 a "= O,i:•;FCORIDP.••\ac{,`�'� WALTD?A�Ti N.P.E 4 15-085 �� ;s-rui' 6 E/DATE FLORZA U.A 44167 6 SH11 OF 20 MAMMUM ANCHOR* SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOLMIOi3S 1:G h N ON Spam 6 a 7) 1.ANCHORS TO SURSIRATE SHALL BE IS FOLLOWS: iV11NED 60C0[Ab911amE®cal I POM CONGO [ (A) To DMING POURED CONCRETE:(tun.re-3 W) EQWALL SILL MOUNTING UG COLINOUNH@ G MOUNTING FLOOR MOUNG -1/4.0 TAKON OR TAPCDN WnH A"NCED THRE41"RM TECHNO ncr ANCKRS,AS MAdNOFACTURED BY I.T.W.SUaMFx(Icn.re-3 ICI) ,PAX NTIANCHORS SPACING 1FC.END -1/4'0 x 3/4ALL POLARS SOLID-ST AK410 M AS DLSTRBUnED BY ALL POOPS SCREW BOLT&SPECALLT7 COMPANY.(eon.re-3 ION) (11) ks=m 9MMM hw DD1E FFE9tFt RANOFiM=RMPI cam IaTAVE PP.3P.Ki PAf2f -1/4.0 BLUE TM CONCRETE ANGIOS W/CAP AS UANUFACTURED 11Y FLORIDA FASTENERS DRECT.DNC.(Mi-tAe-2 Ncay JO 40 60 75 90 1201160 2D5 JO M 75 9D 12D 160 205 JO 40 00 7a 90 1T0 160 2(15 TAPCON Wt -1/4Y TAPPER+ANCHORS AS UANIM`URfD BY PENES FASTETNE7S.Wa,AND DISTRDUFM BY ALL PO NIS SCREW.EST 4 SPECIALTY t4 1 0 n a 8 6 4 12 1D 9 6 is 1 t0 7 8 e 6 6 TAPCON WITH ADVANCED COUPANY OR ANF Mat APPRO'FD LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMICAIM SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0• 14 12 10 9 e 8 6 0 14 12 10 9 a 8 6 a 14 12 10 9 8 '9 A. B hALL P ORM TECHNOLOGY 3 1.1 14 12 10 9 a 8 6 0 14 12 to 9 a D 6 0 14 12 1019 a 0 6 5 A'U'CH'S SO'JD SE N 12 10 1 8 6 6 7 ICI 12 10 9 E 0 0 0 14 12 10 9 8 8 5 6 BLUE TAP W/CAP NOTES: 14 12 10 9 6 7 6.5 15 14 12 10. 9 a a a 0 14 12 m D 6 8 s a TAPMR+ At)LCMIIAU E7MBEDMENT IMO POURED CONCRETE OF TAPCCN OR TAPCON WITH ADVANCED 110TFAOFOEMM TE IT-40LOGY ANCHORS AND TAPPER+ 4'-0' 4 12 10 9 e 0 6 5 14 12 10 D e 8 6 a 14 12 1M 9 8 a 6 55 ANaoRs Is 1 3/4.AND FOR BLUE TAP W/CAP ANCFCRrs IS 1 1/r. 14 12 10 9 a e 6 4 14 12 to 9 6 a s 4.5 14 12 10 9 e e 4 33 AL2)6CUCYUM DJBDME7r OF 1/4.0 it 3/4'ALL POINTS sn*-SET ANCHORS QW NE 7/8*TRIO THE POURED CONCRETE RO .T F3SN( ICI li 10 9 8 6 6 4.5 14 12 10 9 a a 6 25 14 12 10 9 8 0 a a3 INTO STIRSIA LL L BEc PERMITTED.1/40-211 ISS.YUCt101E SCREW USED 51L41 BE 1 1/2'UNG YI.YINW SHOULD STUCCO VDEQ$ AND t4 12 IO 8 73 SCI AS - 14 92 19 9.I 0 8 6 3 N 12 10 9 0 7 53!4 • t6F7�1v01a lrg'Poa 1'MROUM FOR WALLS WITH NO STUCCO. 14 12 10 D e e as 3 14 12.10 D a a e 53 14 12 10 9 8 5 a u 14 12 10 9 6 7 a - 14 12 10 9 e as 5 35 14 12 10 s a, s 35 3 AL3)DM GSE THAT PRECAST SrCNE.PRECAST CONCRETE PANELS.PAYERS OR ANY LE TER DE FOUND ON THE 005TIHt WN.L OR ELCOR 14 12 10 9 6 7-5 4.5 - 14 12 10 1 9 1 6 1 8 6 43 14 12 10 9 8 6 4.5 175 ANCHORS smL BE Low THOUGH TO REACH THE WIN STRUCTURE P1HNo SAID WALL nvsHm ANCHORAGE MALL ne AS HHOCCUED ON ICI72 93 75 0.7 U - - 1{ 12 10 0 0 7.3 SS 4 14 li 10 0 6 a d3 33 NOTF_S AI)O AL2)ABOVE.FOR MULLLATIONS ON VINYL S'99N0 OR DFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGPgZFL FOR . INSglUTION IMO EIR5 WITH SAL STUDS SEE SHUT 20. IA 12 10 9 0 8 6 - Id 12 10 D 0_ 8 0 S 14 12 10 9 a 63'S 33 ....___ �.__...._._.,._._,...AAAA .....__."'-' 14 12 10 0 6 a J - 14 12 to ds l !{9 .7 14 12 6 SS 53 4 S 14112 l0 9 e a - la 1z 10o a es s 75 a 12 10 65 e wc 0 4 (B) t6 EmTCONCRETE1ri0C.K: IA(ASc-DD) 14 12 6 65 53 3 - 14 12 HI 9 8 03 45 J5 14 12 10 B 1 0 3.5 3 - 1/4'0 TAA"OH OR TAPCON WITH ADVANCE()TTDGAOMRM TECHNOLOGY ANCHORS,AS MUILRACTURED BY I.T.Y.SUI DOL 11 12 ICI 9 a e - - 14 12 10 D a 7 3 4 14 12 10 P 73 33 4 3 -1/4'6 x.3/4'ALL POINTS SOUD-SET AJ7a1011%AS DMTRVJMD 6Y ALL AIRS SCREW.BOLT @ SPECIAL, COMPANY. 7_0. 11 92 t0 9 03 ♦ - - N 12 9 73 6 a.3 39 - 14 O.ri 7 SIS 45 JS - -1/4Y BLUE TAP CONCRETE ANCHORS W/CAP AS UMMEACRURED BY nARD A,FASiEKEPS DMCCT,M. 11 12 10 a3 7 4 -1- 1d 12 10 9 73 a3 4 - it 12 9 7 73 47 - -1/4'6 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED Be ALL CODAS SCREW,BOLT 3 WMAL7Y 14 11 7 3.5 43 - 14 12 P 75 55 4 - 14. 12 9 7 8 43 3 _ CWPAVY OR 0.,W ON.fX APPROVED IUCEN5E0 OR AUIHORQED YFU+JOR REGISTERED WITH THE AMERICAN SHUTTER$YSR:WIS ASSOQARCN,RNC. 14 12 10 0 8 4A - 14 12 _ S 8 6 4 - ICI 12_10 8 63 5 33 - Norm 14 12 a5 7 53 3 - 14 t2 a 55 Ri a 3 - 73 9S 5 5 ! 3 8.0 NNuUM EuazoYENT Pro CONCRETE BLOC{OF TAPCON.BLUE TAT W/CAP ANCHORS AND TAPER+ANCHORS IS 1 t/4'AND TAPCON 14 12 99 73 0 - - - 14 /2 Db a 14 12 1 a 1 a 8.3 4 - - WITH ADVANCED IRREA,OFORM TECHNOLOGY Ray{DRS IS 1'. L3 n3 63 a JL5 - - 14 12 10 8 6.0 6 -I- 14 12 9 63 3 4 9•-0' l4 12 10 9 D - - - 14 12 10 0 73 43 - - 14 12 a5 7 3.5 a - - 02)MOLUUM EMBEDMENT OF 1/4'0 Y 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE EHTRRMLY ENBEDOED INTO THE CONCRETE MOCK.NO 14 113 73 0 4 - - - 14 11 7 SIS 3' 33 - - 11 6 1 5 '-111 - - - EMBEDMENT DRO STUCCO SHAL BE PERMITTED.1/4'6-20 S.S.MACHINE SCt£W USED SHALL BE 1 1/2'LOU.-MTh-AUNT St 0 SftKaD 14 12 B 03 4.3 - - - 14 12 8.5 7 a7 4 -14 a3 7 35 8 W. - 03ST,AND 1'MIMNUM FOR WALLS WITH No STUCCO. 13 83 53 4 - 14 12 9 7 6 14.5 - - N 11 7 SS 14.5 13Z IO.-0. 14 12 10 9 73 - _- - 14 12 10 -6'63 S - - 14 12 0 6 5 B.3)M CASE THAT PREG.,A•1'STONE PRECAST cowREIE PANES•PAVERS OR ANY VD(ER BE FOUND ON THE DaSn1:C WALL OR ROOK• 14 / 7 5 33 - - - 13 95 a3 S 4 3 - - 10 73 3 4 3 - - - AN04M SHALL BE Lot=MUGH TO TEAM TPE MAIN STRUCTURE OEM=SAS WALL CIN SHES.ANCHORAGE SILL BE AS IhTAX�ATM ON 14 11 73 5S - - 14 /ITR 9 6 5 4 12.5 931 5 5 4 4 - - NATES ILI)G 8.2)ABGV- FOR INSTALLATIONS CH WNYL SWM OR EFS WITH OR WREiOU'.METAL ST0S CONSIPS TICS EN=NgR. OS B 5 - 14 12 1 9 63 53 4 - 13 10 83 5 ♦ 3 FOR 9NSULLADON LGO DFS WRAP METAL S7LAS SEE SKEET 20. 91-0• 14 12 10 - - - - - 14 121 9 7 5 4.5 - - 14 703 7 33 43 33 - - u S3 5 - - 12 9 7 6 43 4 3 - - 9 7 43 35 3 (C) ANCHORS SIWLL BE 145TALLGT FOLLOWING ALL OF THE REC.2MMuYOAT1CNS AND SPEOFIC47ONS Or TIE AJC4oR•S _ V,lNl1EA'•IURFn'. 14 10 7 - - - - - 14 105 53 45 - - - 13 85 53 43 3 - - 95 7 12 ♦' - - 14 13 75 0 5 - - 12 9 a l5 4 - _ (0) SEE SCHEDULE BELOW.FOR EDGE DSTANCE(EA.)VERSUS SPACING RElA7TOTL99P FPR AYOiORS 12'-0- 1'T m - - - - - 14 12 tl 63 53 - - - 13 to 65 5 ♦ - - FLOE DISTANCE VERSUS SRncIND SCHEDULE FOR ANCHORS- US 03 43 - - - - - 11 a 5.5 ! 33 - - - t a 4 3 - - - MAXUUM AYCMR SPA]'NCS ARE VALID FOR IDLE VISTANCES INO:ATED BELOW.FOR E 0.LESS THAN INE LNDICATED.NSDUM MOTOR SPACW: 33 93 8 - 13 93 03 5 4 - OS 8 5 4 - - - BY NLLDPLYM SPACWC SFJMN ON SCROMILE BY THE FOLOKNC FACTORS 9 63 - - - - _ - 14 105 7 55 4.51- - 11 65 a3 43 J3 - _ REDUCED SPS 09rA EO USINQ FAr^iQi SNCL N-0i BE L65 7WW MI1nMUN SPKWu WOKA(D FOR FM1 A`KS!OR 71P£, 93'-0'u u _ _ - - _ _ 14 113 73 6 5 - _ - 12 9 6 J­ 7Z _ _ FACTOR 10 73 5 4 3 - - 73 53 4 - - ACTUAL TAPCON 1MTLH ADVANCED 'BLAlE TAP W/CM MTAPPER+ W. At1rx _ - _ _ _ - 12 9 6 45 4 - - - 95 7 5 _ _ EDOE TAPCOH n{flEADFDRl.1 TECHM)Lt)<Y ALL POINT SOLID SET- - - - - - 13 95 6S 5 - - - - 0.5 7.5 5 - - B Q ONCTANCE14'-O' 12 = 711d5 SIS - ED. ANN.SPA=-3' HM MACRO-r .SPACMG-3 1/2' WA_SPACiNO m 3' 3 J/4' 410 73 - - - - - s 7 u 35 - - - - 7 5 3s - - V GLAD W C E LOCK& PULF.£1CMCRM GN=DI�� roPO�DNayIETE BtOOtCOMCREFE aPOCONONaRETE D1DCKR-Me PWWDeae"W13=Aim,75 a - _ _ _ _ _ 11 D SS 43 _ _ _ 9 65 45 ED.S UK LN.3 1/r 19L ED•2 1 NK F;41.3 1 IOL FA•J' LD'L Ea.3 1/Y Y LM.2 1/r ,512 0 a - - -I- - 93 J 45 _10 1,6 O5 e - BLADE WORKING 3 t.o o.9D T.o ode T.o oa4 T.o 9 _ _ _ _ _ _ _ g5g5 - _ _ _ _ a35 ] _ _ ..'_. .....__... _ 0.67 1.0 _ _ IN UNISON♦ on FAst7 - - - - - - - IS 8S SS - - - - 9 03 1S - - i 3/4' 091 0.43 - 25 0.5 _ - am - - 0,159317 s - - - - - - - RONA BUILDING CODE(Kon High Velocity HUrricone Zone `�A% A,TiL(/T✓. 0 2015 EASTERN META.SUPPLY,INC. �r ENS 9 = _E76776 , BERTHA HVIN 71RL71 E C O ,N�. A■S■S■A. Accordion Shutter System KV.RADE#1 w/CR W/G KY.WMW RAM Cc=, TIWAmerican Shufter Systemsi TESTING &ENGINEERING COMPANY n.• 4x 11-19 OM2 om"tA m u1- :. S1ATE OF :w; (33 NN.32L S su. s,Fw�4 3I1 Association. Inc. , CLD 11-192 4/13/151 CATS 4113/1 s Phony:(3R4)B71_1530.FOA:(3871-1531 4268 Westroods Drive : DR DRAWING No �F�••.......•••'�GAp`� ®_ I' West PGIm Beach, FL 33407 3 SSl/1 JA`F AA`A WALTrn A MUT a,.P.E. 4 �5--085 AOt 17i IATA FLORIDA Uc_1 441 G7 3 P.E. g 1EAL"JS1��lATURE/DATE 6 51113 OF 20 C ° O N y W = Z Q :c on Ix N i1 N 9 � � S c N pae �^ JU-"® meq n z I O �V r to oZn o a.- on m n C5 �inc6 M °s qm g O1nU> W ■•=O y u r� ndz_w �N—mm a�0 vLL 0 oT c r a .i v �� Z d ext U U�� �nnnnr nnn vlynl lynllol llHjl ti— I yy HiHOy0y0anWmNNm Hy HyNHn anNn Njyy nnnlyy nyn oHnn yy...NN11111IinnI1 n111Qnnlf.nnnnnh7nnnnn njnnn l lnnjl l lnl l111111 qq+11^„ fI„ A„I l n l I I n l 1 1 n i 1 11 I!I 11 1 1f 1.;1 INm_P O O m��mjno�n���jmf Hn 2W�nh'nv.e �}O m n1tll�f aa�P_�u'.2 i.ANNfil-rmean,n =a�_�mmmynmmmmmooemtll1111111 fill Ill 111 6�P WPIP PPPW OPOPPOP WPPlP Pliitllll ' �1L7 $O o0000DO D00000000000oo000p P P PP OOOo •'n Nn��•N.i�:n!:!mnv�����.��rrN• N _ V!V ii N rvN�Nry{ry R S x - - a off_ 4 i"1 m � ifl i0 n io m O tV n P Y1 �L