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HomeMy WebLinkAboutProduct Approval Florida Building Code Online RECEIVED SEP 0 9'2015 Page 1 oft r -1 :aPY -`Ojlil? f33f$fTtt:11 C.r SCIS Home .Log In ; User Registration }lot TOPICS Submit Surcharge f Stats&Facts Publications FSC Staff I SCIS Site Map 14Links Search Busines '�?a ProfessialaProduct Approval Reguiation T,ralApIf Aa&1,V,t fitr,ew>Product or 81111110H'10 S-01>[,I,>,i%rp'k- >Application Metall FIL# FL389-R8 Application Type Revision Code Version 201A 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@casternnletal,com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Eniail Quality Assurance Representative Address/Pthone/Email . Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE 1/ Validation Checklist-Hardcopy Received Certificate of Independence F.13A ?"kr(! Referenced Standard and Year(of Standard) ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 202,202,203 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_dti.aspx?param=wGEVXQwtDgvYYHIi2vJvx5... 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 Summary of Products ..--..__—__..-_.__..................._....„..._.,..___...-..._,-,.T i FL At Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and j Non-HVHY Drw 15-086 bottom)for storm protection Limits of Use Installation Instructions j Approved for use in HVHZ:No F1.389 R8 11 A.S-S-A,INC QP.taG.t 5.0S6.r,df 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 psf positive FI.3e9 Rn AF A,S.S,A,INC;,-P.ry, ASD load and 13'-0"for 35 psf negative ASD load the Hv3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for Installations into ! Metal Stud wails is 79"for max.ASD pressure rating of+72,-72 and 84' for+64,-64 psf.Seesheet5 for otherspans and ASD pressures. ,2 Bertha HV Accortllon Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ•Drw 15-OBS bottom for storm rOtecIUon ! Limits of Use Installation Instructions ! Approved for use In HVHZ:No A.S-S,A-INC. 0,;15. 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:NIA Evaluation Reports Other:Large misslie level"D'.Max.Span Is 16'-0"for 30 p.s.f negative FL389 R8 AC A.S.S.A.INC.2.F_R, DRWG.15-08S HV.t)Cif ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI.blade,8'-0-for+64,-72 p.s.f.load for HV blade for Keystone ! mounting4 s 7'- 'for+7S,-75 p.s.f.for metals stud mountings and 8'-0" for 110 p.s.f.for HV3 and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. i 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FI.389 R8 Ii AS.S.A,INC. ORWG.15.084.nnf Approved for use outside HVHZi Yes Verified By:American Test Lab or 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 F1.369 n8 Ai A.S.S.A.INt'. P R.R. ORWG.i5.084 def and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively Contact Us::1940 North Monroe Street.Tallahassee Fl,32399 Phone:850.487.1824 The State of Florida is an AA/EEO.employer,Qpyrl44t 2007.2013 State of ROMA.::Privacy Statement::Accessibility Statement::RMund statement Under Florida law,email addresses are.public records.If you do not want your a-map address released in response to a public-records request,do not send electronic mad to this entity.Instead,contact the office by phone or by traditional map.1f you have any questions,please contact 850.487,1395,•Pursuant to Section 455.275 (1),Florida statutes,effective October 1,2012,flcensees licensed under Chapter 455,F.S.must provide the Department 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 tosupply 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 here. Product Approval Accepts: s ® _- sccurit v'.vt:-1 airs s http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: I.BER"H.V.ACCORDION SHIRTS?SISTEM SHOWN ON THIS PRODUCT EVALUATION DOCUACNT(P,E.D.)HAS BEEN VWRED FOR COIPUANCE 01 ACCORDANCE WITH THE 2014(50,EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SMALL NOT BE INSTALLED AT HOT VELOCITY HURWARE ZonM �p DESIGN WIND LEADS SHALL BE OETISIM4 TO AS PER SECTION te2.0 SIF THE!SONE MENTIONED C63E FOR A BASIC WWO SPEED REWRED BY THE JURROCRON WHERE SHUTTER WNL TABLE OF CONTENTS BE INSTALLED WITH A DIMECDONALITY FACTOR Kdm0.85,USING ASCE 7-t0 AND SHALL NOT UCEED THE MAX:NUM(ASO.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TKW 15,10&20. IN ORDER TO VERIFY THE ABOVE COUMM ULTIMATE DFSLGN WIND LOADS DETERMINED PER ASCE 7-10 S ALL BE FRET REDUCED TO ASND.DESIGN WIND LOADS AREA•l: NV BLADES 6)de BY WLTINI.YNG THEM BY DB IN ORDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS it THRU 15, t9&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P,ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE 91 ALLOWABLE SIRMS FOR WIND LOADS WAS BM USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOWEVER.A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERDA H.V.ACCORDION SHUTTER SYSIEL'S ADEQUACY FOR WIND AND WAGE MISSILE IMPACT LOAD MAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE ME7VOONED CODE AS PER TYPICAL SHUTTER ASSEMBLY 38-4< ATL RFPORis: SUM 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -NV RADE(D f02mo1-03,famet-m.11004.01-05./1214.01-05,fo317.D2-0S,fO603.01-t0 AND 10210.01-11 AS PER TAS-201.TAS-2C2 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREA 2: HV BLADE n AND HV WINDOW BLADE t� AND E-7996 STANDARDS(MISSILE LEVEL D.WTD ZONES 1.2&3)&1122DOI-10 AS PER TAS 201.203&ZD3 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE) -FN W2LDaW ERADE Oi 10505.01-03 AS PER ASTM E-1866 AND E-1996(MIME LEVEL 0.WEND ZONES 1.2.3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 MSTALUT'ION DETAILS A-F,COINCREIE/SLOCK SHEET 6 2.W MADE(D AMD W WNDOW BLADE® ARE 047NEERED 70 WDRK IN UNISON WITH EACH OTHER UNDER THE GENERAL LUITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALUTION DETAILS G-M,CONCREfE/BLOCY, SHEET 7 3.BERTHA H.V.ACCORDION ANS(MN SCR M).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS STALL DE 114.2.75'AND 914x1.75'RESPECTIVELY,410-HT INDIUM SERIES COVERMAX OETAAS IN SHEET 8 STAINLESS STEM SCREWS WITH 135.0 EOR YIELD STRENGTH AND 180 b;TENSHE-STRENGTH.PONS SHALL BE COATED WRH OMURA ITV CAOROSIl D COATING SYSTEM AS MANUFACTURED BY ADPRONED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.ANS MUST BEAR THE HN MARKING ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUWNUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEER-a 2 AND 3.MAMUM YE.D STRENGTH FOR 6063-T6 ALLOY rS 30.0 bi AND 35.7 W FOR END CONNECTOR DETAILS 1-6.CONCREM/ElLOCK SHEET to 6005-15 ALLEY. tU1GMUM SPAN TABLES slim 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 E.ALL SCREWS To BE STAINLESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESSTAKT COATED CARBON STEEL AS PER OIN 50018 WITH 50 W MDL YIELD STRENGTH AND 90 kc]LM TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SWEET 13 L AND SIACOMPLY W/FLORIDA BULM N3 CODE SECTION 2411.3.3.1. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 GALVANTZED SLEI.OR NSI 304 OR 316 SERIES STAINLESS STEO.WITH 35 td MIKSIUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FDR ANCHOR SPECIFICATIONS,W MADE(D 12.13.14.15 AND 20 14STALLATION DETAILS M-R.WOM SHEET 16 FN BLADE Q&Q 11'ORKING M LI'aSNONN:12,13&75 INSTALLATION DETAILS S-X.WOO SHEc'_ 17 B. E !&'?TRA F.Y.ACCORDION SHUTTER SYSTEM SEARS R$A U.S.PAT16-M=COMPONENTS a WELLS APPROVAL ARE COVERED.IN IRIDIS OR W PART(7Y U.S.PATENT 15'456,178 ISSUED 10 EASTERN END CONNECTION BEMIS 7-12&X,WOOD SHEET 1B PETAL SUPPLY,RNC AREA 3: HV WINDOW BLADE 0 ONLY 9.IT SHALT.BE THE RMPONSWXffY OF THE CONTRACTOR TO VERIFY THE, TU SOUNDNESS OF THE STRUCTURE WHERE SINTER IS TO RE ATTACHED 70 INSURE PROPER ANCHORAGE CONTRACTOR TO SFA/CAULK ALL SMJTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN aGVTNUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION, TYPICAL SHUTNER ELEVATION SHEET t9 1D.EACH UNIT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING ROTE:DURING PERIODS OF HER HURRICANE WARNINGS HOW OWNER.TENANT,DR OTHERS,MUST PROPERLY CLOSE ALL HY AND HD CFNTFAAItS AND ENGAGE OR LOCK ALL IN ANO HO LOOS': AREA 4: HV WINDOW B AITF n ON Y 11.SHUTTER MANUFACTURER'S IAREL SMW1 BE LOCATED CH A READRY VISIBLE LOCATION AT ACCORDON SHUTTER IN ACOWMANCE WITH SECTION 1710.8.3 OF FLORIDA BUDDING CODE ONE IASEL SHALL BE INSTALLATION DETAILS,METAL SND WALLS SHEET 20 PLACED FOR EVERY OPENING.LASEUNO TO COMPLY WITH StClKON 1710.8.2 OF THE FLORIDA BUILDING CODE. 12.BERTHA H.V.ACCORC04 SHUTTER SYSTEM'S INSTALLATION SHALL COKPLY WITH SPECS INDICATED IN THIS DRAWING PULS MT BUILDING AND ZONING REGULATIONS PRWOED BY THE WA'f01CHON W1ffRE PERMIT Is AM-ED TO. 13.(a)TRS P.E.O.PREPARED BY TIM ENGNEEER IS GENERIC NH3 DOES NOT PROVIDE KrD.TMATION FOR A SITE ST cD:'ETC P=ECT::.e.WHERE THE SITE CONDITIONS,DEVIATE FROM T.1E RE0. (6)CONTRACTOR TO OE RESPONSIDLE FOR THE SETECTICN,.PURCIVSE AND INSTALLATION INCLUDING LIFE SAFETY OF 7HS PRODUCT,BASED ON THIS RED,PROY,DED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THUS DOCUMENT,CONSTRU:TNON SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS RED.WILL BE CONSIDERED MAUD IF ALTERED BY ANY LEAN& (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WKCH MLL BECOME THE ENGINEER OF RECORD(EO,R.)FOR THE PROJECT AND WMO WU BE RESPO SISLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE RED.ENGINEER SMALL SUET TO THIS LATHER THE SITE SPECIFIC ORAWAZ FOR REVIEW. (e)OR=M RED.SHALL BEAR THE DATE AND OR10<41141.SEAL AND MATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111 FLORIDA ELDING CODE(Non Nigh Velocity Hurricane Zone 0 2015 EASTERN MEAL SUPPLY•INC. P....... !�/,ttcFi�''• `.. BERTHA HVTM `ry�D i l L I E C O N�. /� o�+► Accordion Shutter System =` r= I� S7 & Kv RADE w/OR w/o ttv xtNoav aADE 10 4 l/7'`: = American Shutter Systems DEs FRox DCIS IRAN DY: M� 7F TILLIT TESTING& ENGINEERING COMPANY,,, �'• TEQAssoclatlon. Inc. I 0"D 11-192 4/13/15 DATE: 4/13/15 dT. F.,...; s155 Ns x� L.r.E 3aa mCUA DArmDs r.mna 334268 Westroods Drive 2 Pnme:(305}e71-.530.ioE:(305)871-1537 ii i''<.•;;; ":` e w;tn.=Eueda West Palm Beach. Ft. 33407 s DRAWING No ;���AL 6N�;�.``'` HAtTEIiOI OnC71 y PL 4 15-085 P.E. SEAI./��0}URE/DATE FT°T°A E SI uib7 6 SH 1 Or 20 a•1 rin.cav ns9c® a vuuEs T.S1a• t,sei• 'B' � is IAp.. �izoo•'_ �r wz5,•� o �' ' asst" o .09 � � s95r a999• � ' HY SOUD�j�p—� S7 5 HV 90•/180' STARTER )ffi UNWERSAL FLOATER ' COVERED UNDER US PATENT 5458179 QUALIFIED FOR USE W/ HV BLADE TO �¢ HV BLADE 1 1�A HV WINDOW BLADE' 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-16 ALLOY AND TEMPER 'SEE UNITAMONS OF USE OF BLADE®ON SHEET 19BLADE(1 .37 6063-TO ALLOY AO TEMPER 3"•1 6063-T6 ALLOY AND TEMPER T3$-.__- 1_500• .124- .095 7- 2.670• 3.596. ( a .991'1 1. tFLOOR 6' , ;2 Bat W it . 7' 6 eo72- _ p,o7.t: UP a •'" QDHV WALK—OVER TRACKHV ADJ RA� BLADeOUAUFIED FOR USSF-W/ HV )HV TRENCH TRACKe_PI/ 6055-t6 ALLOY AND TEMPER BLADE`1J QUALIFIED FO�R,,USE W/FN 7[' •. HY 6063-T6"ALLOY 0 TEMPER -BLADE V ONLY. 1 HV RAINGUARD BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U W/HV 5065-ifi ALLOY AAO TEMPER YAIdS 7.93x' T 1.915 B YA7LE5 7938' Y D TEMPER 1.917- 003' ._ 083 8� .083' MJ• _._._._.....-._� .100• - - .7 5' Cb0' 570 ! 0701 1.486' � � 8707 3S 111 }IV AILING HEADER QUAAFI HV HEADER/SILL- 1 ONLY 13 HD CEILING HEADER/Sll l `— 39T9K Ql7ALIFIED FOR USE W/ HV BtADE t O.YLY, 6O6s-76 atLo AHD teurE� QUALIFIED FOR USE w/ HV BLADE 1®HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY AHD TEMPER COMPONENT A 6 TI t2 _ X Y t XMHYhOlt r 1 2- 9.:21' n @ 2- 5•W00 1/8' 1/8' y 3 �O.C90 2- 5•MAXI 0.192' 0,192 x. { 1�6 SIDE ANGLES — I CORNER OUALIFIED FOR USE W/LN ALUMINUM ANGLES CR 2.5• 7•MAX. 0.190- 0.190' POSTS QUALIFIED FOR USE'14/HV BLADE© OUALIRED FCK USE W/HV 11 BADE Di 6063-T6 ALLOY AND TEMPER BLJUE 1 ONLY- f 2- 5'W)J 0.139' 0.131' 6063-T6 ALLOY AND TEMPER 6065-I6 ALLOY AND TEMPER I I FLORIDA BUILDICODE{Hon High Velocity Hurricane Zone N.TIL(jTA!! 6a 2015 EASTERNMEru FUMY,INC. Q� .. '9anw/o Hx ERT A HVTM �L E C 111 1 . Accordion Shutter System Itv.aADE gt w/ort �(rtDav E ALLIT TESTING& ENGINEERING COMPANY Ametieon Shutter Systems D�nOs DAt6 MIR;Iur: 1+:_ ass xsa•a.r.:au srAt euu7s nam Association, Inc. I 1 DID 1192 4/13/15 0A7£ 4/13/15 SSATE DF 4r a . s 331 -1 F7":(305)D7hi5b.ra:(Ja'}977-IS31 4268 Westroads Or've 2 p .,fLOFiLa.`G\� ^�®-0006719 West Palm Beach. FL 33407 a DRAWING No pig F5• 'F.r � ITALIER A TALIT J,PZ . 15-085 ! `BION A`- o. nDROA Gt-0"167 5 SHEET P.E. S�f'Nt/ddi;kTtu�RE/DATE 6 2 OF 20 1_660• f/„"T 4.576' AB' P..V HFM RGdA9tD itOU'AtC un. 7 1•_x0 7A3' {I{ �s7 ev:m PMRtD �nrratD ��rau+n. a 1 }18 YSSC0Ac7[RP(O9+OYE P.AiD)1 HV CE►�ERMATE QUALIFIED 1 &©ONLYFLOATING C HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER I' 1E0 FOR USE W/ NV QIAOE 1 & I ONLY QUALIFIED OLOVIR E W/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADE dt t@ ONLY. BLADE V&0 ONLY. 9. FIEU fOR USE W/HV BSE 1 ONLY PDX N476063-T6 ALLOY'ANO TEM"" Pl %2.074' •1 753• ed'AFTER RfCnNG 1/4 /4' BEFWtE R8cT970 S S. THUMBSCREW 1/4"0-20 RWNUT- I 94"AUMNJM(2M4-T3 At"LA=nj"X-IMI I F 7 S.=ntrSM.FARr i 08211.AS t1AV9F"bRID BY A4DEL --y L {—Z —"-4 010P TOMIN PARZVOre•NEW JERSEY 0704 OR cCLLR �++ F=NY f"nw HV MALE "T" LOCK CENTERMATE 4-s6 © LOCKER FOR "T" LOCK CENTERMATE Ol1AUF1ED FOR USE W/HV DLADE(t lINLY 9Z� HY FEMALE "T" LOCK CENTERMATE F HV "T' LOCK HV ALTEF�NQj� 6063-T6 ALLOY ANO TEMPER`� OUALIFIED FOR USE QUAUFl£D FOR USE W I1Y QUALIFIED FOR USE W/ HV BLADE TOONLY QUAUFIED FOR USE W/W BLADE(1�ONLY µ•/L{y BLADE�ONLY. 61 ADE("t ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPERR� lZIZ—y 1917' 3.161 0 )— 1. 711uMMRN _. L CTUHDER OR .21s•• c .0+3 .C62'. KEY CnIN1 M $r .x14•- .- n .545' ..lo 0.875'M;n. { �' 1.725•MaA Q m �OD 3� HD R NO 0 o N QUAUFIED FOR USE W/FIV BLADEQ)& A QUALIFIED FOR USE W/t/BLADE i & F SD63-76 ALLOY AND TEMPEF. 6063-T6 ALLCY ANO TEMPER NT $ C •• vaR;Es.72'NAL. QUALIFIED FOR U5E W� FIV BLADE(9& ` 1 u Mti �,1-a i•i.•,p• 6C63-T6 AliO I/2' TEMPER ��� ( DErAssI 0" _ OR KEY JcfUNw i.78•Nm ot. LOCKING ROD I }75'a t/4 ® yp LOCK QUALmEO FOR USE W/I4V BLADEQIHV 318*41_16 ACETAL HV 1 f4" rb-ZO AISI 304 SY REGENT HARDWARE MOROSE LOCKS SMES 2333 HOOK MOLT LOCK 6063-T6 ALLOY AND TEMPER ERIES S.S. THUMBSCREWS OUAUnF_D FOR USE.W/Hv BWEQ&@_ Q (NSTALtATI077 WILL REQUIRE A 7/76' HOLE U $ QUALIFIED FOR USE W KV'NE(D O tLLED AT TRACKS FOR PROPER EMBEDMENT (QUALIFIED i u BLADEQt / FLORIDA BUILDING C46E(Non Hi h Velocity Hurricane Zone •I"Ll J I7� O 2015 OUS ERN META.SUPRY,INC .tNSF 9 ` BERTHA HVTIA MCOtt,�. A.Ses■A■ Accordion Shutter System /7 ,SADE#1 W/CR W/0 FIV.WNXIN BADE American Shutter Systems ,k DCV.Rprtx DATE DPJ W er: Y.I. TILLIT TESTING,k ENGINEERING COMPANY ST 44. 263 We troad Inc. i OLD 17-Isz el13/76 tuts 4l13/15 '+,.6'• Q• 'C:: r}ss N.4+,3TJ.a 17...305,wi;�rA SaSDFAs.TLW20A at1 L r Fh—:{x5}577-is}o.Fes:01055MI-lass 4268 WestrOads Drive x_ DRAWING No Ut-0.4— West Palm Beach, FL 33407 3 AASSfONA�„`� VVERrn�is.Pt 4 S-OSS 1LORDA Lo i 41167 5 SHEET P.E. SEAL/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/b• HV (D HV a I2 TO B cE Q w BLADE 1 41 ` i TO arsJUEE arl /'`r., sail,tG2— Iltl 3 ' Kw m(7kww BL-OE .Osis .rias HV 13LADE IA uy'- ,Il �mnw:_r BUCKLE -6675 1775 Y HV LONG RECESSED NYLON BUSHING t oY �, Iu •0 (ryp) ' o F8 \� ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER (DOR a `gam','n 1 ; T PORriml Rt.i / 3�sa• © HV WHEEL CARRIAGE NSI 302-303 SERIES /i2/ra' X o.870's3/16'THICK NYLON WHEEL. r% I I �@ n "t 2 a/s'uN. t�—;�--10621.`a- 0.188'0 AISI 302 SERIES S.S. RIVETS * 315aIHV 1 3/4'ACCORDION PIN W/ #8 HEAD EXTERIOR a IS 43.7,ao' 1oaErnvs ON Cl 5 a4� ® HV 2 3/4'ACCORDION PLN W/¢$HEAD * •I 4 I 4. o '`I4 •� 2 1/4 ® p 'CLw POLYCARBONATE IMPACT RESISTANT HN WINDOW4 or @g I I ! Ii eErnEEN I I t TYPICAL HV WINDOW BLADE 1nA AND I ! I ' POLYCARBONATE HV WINDOW DETAIL DOR QN.T.S. (SEE NOTE FOR EOUIREYENTS) OOR® I *POLYCARBONATE IMPACT RE4I ANT HV WII1D0'N BAYER MAKROLON 3103 POLYCARBONATE * i, l I n•YR1. RESINS, UV-S(ABIUZCD GRADE OR SABIC WI)IREMENTS AT EXTERIOR BLADE KNUCKLE FORx 4 TO 1AADE INNOVATIVE PLASTIC LEXAN 103 RESIN I1r I I ( (L)OR Q I (SEE NOTE 'F- ON SHEET 18). (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTcRiOR �w BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1O ORj POLYCARBONATE SOURCES FOR HV EXTERIOR BLADE. g'PICAL SHUTTER ASSEMBLY N .s (2) HV PIN Q MAY BE USED IN LIEU OF®AND ONLY AT HV Pn10 apn OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OOJ24' BLADES KNUCKLE. BCSe (SEE NOTE•FOR srasq trtum •tfu Drax oM bJYe' am m//; BLADE WHEN CORRESPONDING TO INSTALLATION 'll". SHEET 7. a4. 3 REQUIREMENTS) ��. 11vert 1sn srwrcrn uro D,Da a,wo m+r. o,sro o..t. f I' t1.4D0 -1. ftrXt#M.. 1AStY D+x (3) HV PIN OR ®W/ 1/2" O.D. 1/16- THICK S.S. MASHER :.TRENI A ,LU) D— 'j=3jt1 �y i I i f I �y I'CoatDS 310="b w,=P SHALL BE USED FOR DIRECT MOUtT INSTALLATION PER DETAIL X. SHEET @ !i wraax�roD �sv ersa m rr-9/ ra rt-ot. .•" I Eli no..n Bova EEL CARRIAGE DETAIL �} �""" D,1� 472= a.5: - . ASSEMBLY LAYOUT ronE a VIXNNo nau Dau C-1 DAM o-t 0-1=AT.€ Sur raA,tan un DIM I010 s oeo r S.dCFffi .tSIY CIN 1i�at1'S1D01cfi.VTat A.^Y M1U W@ Psl 010 e� HV BLADE SOLID 4?tHV WINDOW BLADE DETAILS mmcslRasDsa�i IIEAe AtT:fl01D eOl-,L I JI..., FLORDA BUILDING ME(Non High Velocity Hurriccne Zone 11�\ lliN" ft A r///r, 0 2015 EASTERN LULL SUPPLY,INC. .``° ZE j/ BERTHA HVTm A.S.S,Aa IL E C O �,b�. Accordion Shutter System RV.BLADE#1 W/OR W/O kK vwww BLADE American ShuNer Systems MDEISM„04 DAU , AWN 8,., Nx j TILUT TESTING &ENGINEERING COMPANY �at;jatian, Inc. I OLD 11-192 4/13115 DAT& 4/13/15 O' A7F OF *� am MN.9L r�WIS.MOM"WM fLOFxA Nic t PnDne: (305)871-1=.Fu:(305,71-1551 4768 Westroods Drive 2 acreoodcon West Palm Beach, Ft 33407 1 DRAWING No 4'���1/0•••••••N�?�i��``` MALTEaEH-00DG71b.P.E. 15-00"S noaoA u-1 44167 s P.E. �IIL/610T1�URE/DATE a SH 4 OF 20 : *NOTES ON HV LOCKS AND CENTERMATES: A, 07Y N s z u � ?n�.t�eloe� 7.LLA#J45TOfTt CONO1110N it:ONE HV LOCK 0 Or�SHALL BE USED AT 1/2�`SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR Bf,7hOW J[2 OF SHUTTER SPAN FOR SPANS UP TO 105;AND FOFi INST�TgNS,kT ANY ELEVATION.FN LOCK f2,9 or Q�WAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATT=I1 TO OR Q7 ( CF)lfER4MTFS WI(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SYJLLL BE AS INDICATED ON OvOo TYRGAL SH ELEVATION. 2. IF DESIRED,FOR BETTEfi PERFORLWttCE OR FOR SECURITY PURPOSES,UP TO TWO HV LOCKS OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK CONNECTION OF LOCKS TO CENTERMATES J OR V SHALL BE AS INDICATED ON NOTE(1)ABOVE ! LOCA ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. II �2 6 USED W/tW0 H.V.LOC1(SI:LOCKING RODS ARE NOT REQUIRED AT URRCANE POSITION,BUT NAY 96 Da�O',J -- 4 as RCS .e .�a g BE USED IF DESIRED TO ENHANCE SHUTtER PERFO LOC1aNG RODS a OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STK2CING POSMDN (NON HURRICANE POSRTON). c = 4 MANnATORY CONXTTON ONE W LOCK (5) SHALL BE USED AT CORNER CENTERUeTES FOR ANY SPAN a h F II ( AND DbNY ELTALIAHONS AT ALVATKXN.HV LOCK or S-AL BE USM AS AN OUTSIDE OR INSIDE LOCK, gFdP4 II ATTACHED To CORNER CENTERMATE w/(2) 1/40-20 x 1/2•LONG FLAT HEAD SS.M--,TWD LOCKING RODS 7 AT TOP BD M SHALL DE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAIN S1WU.BE DEtERM':NED AS PER SCHEDULES SHOWN ON SHEET 12. i T TT—i ga s 1t�1 s ES_'i6o Oh'E ALTERNATE 11V LOCK MAY BE IN LIEU OF HY LOCK Dr FOR ANY SPAN AND (,8 ANSA T,01LS AT ANY ELEVATION.ALTERNATE LOCK 2 MAY BE USED AS AN 510E OR OUTSIDE LOCK.ATTACHMENT OF 1/4.0-20:5/4'S.S.THUMBSCREW TQ 0 OR 4 CENTEIWATES SHAUL BE MALE W/1/4'6-20x3/4'ALUM. / } b �� _ - y b�� RNNUr AS SHOWN ON SECTION ENE SH-T&ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUM SPAN. 6.MANI TrlErY CONDITION i3 FOR KFYCR)N1'unt�+n 11dto- ONE IN LOCK f�m Dr®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABWE OR BELOW 1/2 OF SHUTTER SPAY FOR SPANS UP 1 'I TD W.AND FOR INSEALLATiONS AT ANY ELEVATION.HV LOGO 0 or 1*or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO 0 a 0 SYUUMICALCENTERMATES Y-/(2)1/4_70 x 1/2'LONG FLAT HEAD S.S. SEC END . L M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE O LOCKING ROM C*W/ CONNECTION OR QI TOP AND BOTTOM 5 COMPLETELY MAYOAT'ORY. DE7A13 10 D F E Y 1 J K L Y S ' 0 Y M x RT'F.TS 10 k 18 TYP FULL 1, "'NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER. 1 . 20�3b AND CENTE141INIES-0-AML CEtNTERMATE ONE ALTERNATE FNV T LOCK 0t)UAY BE 1NNS5j�ALLED IN UEU OF HV LOCKS OR k9 FOR ANY SPAN AND I STALIATIO A7 NAY LT.EVATION.N. TE LOG(00 Y BE 115M AS AN INSIDE OR SIDE LOCK ATFACHMEtNT t'S/ A✓ OF LOCK INCLUDES USING REMFORCWG LOCKKEERR"" AS SHOWN ON SECIVON MG,SHEET 9,WKCH MUST Be t D• � •p 3;w 7, « .—_--.- CONNECTED TO CETEs @ AND @ W/ 1/4'0-20 t 1/2'LONG&S.THREADED BOLT W/7/11`0:3/32• (, ING WNUr OR W/1/E4' 2Dx1'SS.M.S.INTO A 1/4NN '0x 5/A'RUT.LOCK MAY BE NSUILE1 AT MIDSPNN OR 12' V- 70•@m.@6 •o• m MAXIMUM ABDJ`AAO BEt.tYi Mi05PAN.USE OF TWO LOCKING RODS TOP A46 BO7OM IS MANDATORY. 8 • 7a� �•�"19•®"(i�•� :NOT S LOCKS & CENTERM ES: 1_No IDCK 2W1 HD CENTERMATES.,{ ONE ALTERNATE IID LOCK®MAYBE USED IN UEU OF PICAL n HV BLADE SHUTTER ELEVATION IN LOGS OR W FOR AW SPAN AND INSTALLATIONS AT Aw EILYATdi ALTERNATE 10 NOCK1JAY BE USED N.T.S. AS AN ASIDE OR OIRSID�UXX1 ATTACHMFSR OF HO LOCK A TO®IS W/3 ja x 3/80 F.H.ssaas,AND INCLUDES (1ETHFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDD-IAB AND HDC-HTC,SHEET IO.LOCK MAY BE 116TALLED AT UIDSPAN OR 12'MWMUM BELOW OR ABOVE 1ADSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL Il IDA DUADING on i heloc:Ty Urricone ne 02015 E sruv4 NErAL SUPPLY.INC. Er� BERTHA HVTM 41CNs�';9', A Accordion Shutter System A ' SS KY.eAOE#1 w/CR w/o H.v WINXIW t;T,+nE American Shutter Sysfems DExarWOx OTE DwAv Re uL TILUT TESTING t ENGINEERING COMPANY SiATEOf Association. Inc. , OLD 71-ts2 4/73175 tsrc y•, a EJss x w:t a s.Jw. �. c«a E at, .-FraR �. Pc,, :(xis)er7-Tao.Fa.:(305)37/-tss, <2S8 Wes(roods Drive 2 DRAWING No e� ...........���t?`,`� . OWI-770 west Palm Beach, EL 33407 s �5-aa5 AAiJ o W TV A.tut-Jr.P.E 4 SHEET P.E. SEl+t�'31C319Hd'E/DATE F"PO1 uG a 44X" s 5 OF 20 CONoR IE ANCHORS ....}, POURm iba ---- �� 1 TO� -� coNLRErE (SEE SCHEDUE ON SHEET 13) m o Gs(a ----(DOR msnNG 1 R£O(11R_ro .. y. .- EOCE of ','111 RR&ME 0 20; '� �> '{ w sm 10 frn m BASS x i a /a fYAE O�- a�nama�j r \ i 9 ALTEFNATE . ; i 1 t; OGSTING i ANCHOR i i /t0+3/4•HEI(WASHER HEAD 1 i 17 DR 1 OR 1 a 3/e�wa TEC SCRET'S C 1 Y O.C. EocE s 3/6 CONCRETE i I 06 . 7 --- (SE"i.SCHEDULE ON SHEET iJ)azw APPLM�iDLE ENtSTING llPUCABLE `�"' .SLAB IF 1. I 1/2 t ED0£OF A1P11CAaLE OO mPOUCONCRREDFLAT I=CON^fifi'E ADJORS PONJRED ._ ___ __._ REWUEO� SECCONCRETE (9E SUIDYJLE ON SHEET i4) am„1, 1 OR CONCRETE LF.AT HUD aaN�MOMS waame� REQUIRE) a�--- a (SEE SCHEDULE ON SHOEr 94) li .TRENCH INSTALLATION �,-�- VAUD ONLY FOR UP TO+70.-75 PSF A.S.D. Q HV FLOOR INSTALLATION t HV WALK-OVER INSTALLATION OEPRESSURE RATING k FOR SPANS PER Q HV CEILING iNSTALLATIQl( SCHEDULE/3. SHEET 11 `>1 CONCRETE ANCHORS 1 O (SEE SCHEDULE ON/7 1/4'8 fM swa(I Tvar,W/ o�ry Suns t •�—• I I ••—Sa yrminc --"'*'�-' SKEET 15) /// A7+w•[Ee TFinaisy Q- oDSDNc o(snxc—( 1 •'O - tmeolacr a t=T/ TN wars moss — GUSS —��..a --p ,- UAC tN>•.A+ra n S tis �:.itamw 0 4• ^ I I , --i(+a sinus o. ,q ae mL ua ro e-r max+Ivn I(0TH S or.rat�w+a�iHw I'.S SM" 112 a - 610.3/4 HO s * TVN t VIATMKS J/ _=_ _. f 1,40w @—Q WASHER H.D _ low.S ANT ) F.__. . t S TEX SCREWS _ /14,3/4 1w.Hvo_/; i s 11 *,:•.. / TEK SCREWS O 9.O.C. I ? _ ___ . OR 1/4'x•20 SS.Ms. CONCR5S us ETE ANCHOR" t - 6 7� 3 ! 0 S•o.G ' fu/o:• 7. T•ao.r-7a hors M/NUT U 9'O.C. (SEE SCHEOLILE ONS o t y¢Er f a) 17 w 18 1/2 r-EDGE or 17 18 2.00 E.D.N fJ. my rofc0�R.li ' 1 ' CONCRETE MNdNORS RPJa�1r�.TL / NM 13(b) I f tNOTE J(b) 1 a -• PCUttfp{;ONCRf{E;^-• (SEE SCHMME ON OI/SHEET I . __.... . .. CONCRETE DLOCY SHEET 14) [!4'R9 CONC?ETE ON sH Er 1 t REoscRED OR CO.^1tETf DLOCK rO_4Fn%_fA-L POURD f RfomRRv K ua SMO GSI rZ Md ATION J HV WALL FLOOR INSTALLATION © Hy WALL WALK-OVER SNSTALLA7SOli twv.aN a:A,m SPAN e'-D• HV GUARD IN STALLATION rm nits OW&LOXINNM FOR CQAWNAWN OF S<Cf}C 5! t'RELIQVAAE WHEN�eeD C D.a EDGE DISTANCE --AN DJAf.ONr T(1/J7 d'ER431.F.EXIT 4 SEE W ADONS OF USE FOR 1_ SHEET;FOR„ (SEE SPEC41CAiO5 OU S 1iT 13) DR E aLADf iA aN 6 _ INSTALLATION DETAILS W/ C1) HV BLADE �DL°W Y To�9a`'`�0r AW I`AN BE CCUMED !NST LOO � FLORDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL WPPLY.INC. r ' BERTHA H i TM �%rs�r.9 A S Accordion Shutter System CO / _ IL EN�. ■ ■ ■ ■ KV.MAIX$1 W/CR W/o KV.WWW a./)E American Shutter Systems e. IxsDR =, DArc I D"WN W.- Mi_ `T TIWT TESTING& ENGINEERING COMPANY E OF o'•• J AT ::w exs NIA 361 n.n•.US.„Na IA QVZ=.rLORCA MI& Association. Inc. 1 (ILD 11-192 4/13/15 DATE: 4/IVIS Pna:c;(30s)e71_1sso,Fex;(363)971-1531 4268 Westroods O1tive 2 pRpWINC No '. P'•. L ���e a w cnero0xs� West Palm Beach, ft 33407 3 ���Na`cSIDNAtti ,.' �w�ff as 4 15-085 P.E. Sid 781S NArLuRE/DATE n01d14 u`0 44117 D SH7ET OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 do 160.11 IN r F705i,NG C,A55 INSTALLATIONS W/ 1 HV **_�kn kl ��� 9 U& a� OUT ?� � BU ALT,RlK WAX IN L=®cU rOR a BLADE W HV CENTERMATES MS „�,KW�a OR 23 SEE END WALL CONNECTION 10•p�©' ©.©" DBSRFO Cuss DETAILS ON SH O ® ® ®«C O ---- z'rz•.,ro'�'-2' 8 w 9- 1 5 3 '/d. T _.___,_.. 6 ,/z• T• (�'T6 ALOT)AM OPPOSING ANGLE W/(2)1/4•Y TMCLH ,/z• «�1•® _5`EIT R YCAL Aaorxas ro ,r �- - CENTERMATES CENT R FES (rcw/eoIt k /,cam/a•S.Ns.a 12• M:H.SWARA7lON (4)I,o�Va•s,u.Ta„ D.C.,•�L W/ HV L0s CK (2�or 5 HV LOCK r ro CWS AT 001 Atx&MP) I (SEE SCt1E0uLE 5 * 5* IN-j 3 «� � „) 5 I—O HVB* 1 1 to•pm©•©°®•®« HVA ��®�©•r�d��Io,pa CliSSV L POURM C0NCRM OR COMRM®•O•©°©•7�•®^i ?------- ----- 10. 5°+© �� � t mo��wa snNc �'®«�•"-- @ SYMMETRICA - 6 , v4 s . i'----- - r-- culTss� O CENTE / IN ©'®«� ®"�•®« (SE�s°I¢nuLEMs,,sErut,+ncNVowrrmaR) oy sx�r t,) To WULr Sc IN SNFET„) ----- ----- -------OUT / CONCRETE..1._ — ,6.Oo__uT1 �... 6 1/2•UM SiACI( / ouT �.. (EXTEROR) HVE CJ HVF#* HVD `7 FLONA BUILDING CODE(Ron High Velocity Hurricane Zone \t\\g1liUNaU/IJ ®2015 CAS7MN LaA.SLO-MY.INC. BERTHA HVTM EN //ee .S.S.A Accordion Shutter System z I L E it o I N t. A.S.S.A. KV.01.0E#1 W/CR W/O KV,W=N HALE TiItIT TESTING& ENGINEERING CONPANY American Shutter Systems „ Fk?S Kw._til 5,-Rc.JCD.NiQ�:\CAM34s,FLO 331 Association, Inc. t OLD 11-192 4/13/15,OAI: 4/13/,5 Z: STATE OF .4= (ws r,_ts35 r°a, 4268 Wastroods Drive z •-4v i OMIING No °' "01hOoQ'«�`” Wes. Palm Beach, FL 33407 3 WAILTM A. 5,S�0,�.g..L•���j`•`��� IYDSO4 74W 4.67E 5 } 1 5-085 P.E. �Yp4flit+L Tt'JI E/DATE a SHEET OF 20 POURED CONCRETE POURED CONCRETE RED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE � W BLOCK WALL BLOCK WALL REQUPiED BLOCK WALL REOU:REO MOCK WALL REOLIWD _z EEXISTING CUSS _�EXISENG GLASS Y AIN COSRNG CLASS CONCRETE ANCHOR E%ISTIHG CLASS 7 7-' =C ,f O 75.O.C. 2•Fatt .L—— —J3 IM TO G'OV(SEE r — ) -K-1 `--——F-� NK SDY&TIOI :#DUE ON%M TOO OLISSLOL� SE i ARAM lel gPAfLlTiOi Eo Eo TO CA%(SEF n MR 9ACE OND aa�ctF ai S� I ro OJOS(SEE SamaEoN '01 1/1G-:3•MAXON 9ITU.- 1t FOR 9ACEOACO (613%T cora. SLADES(D ® a st 01Dt MR SLADE�� t/z 11�Sofas ON®'fO ON SHEET 10 FOR AEU..CLOSER (LOCATE 1 BLADES &® u EMirx l sDE 1/2 1 a`Osm&® I awEsO&0 ') l 4th) ( S USE 1'OR Y WX T/a.•.ur. - (As APPUCABSE)t2•v1/8•A•-2• I - - AI_U.1NUN CUP ANGLE 1 ----- �iDAi/2'S.uS,._ ®16.O.C. 0 16•D.C. ----- ----- 4 (601 -Tb ALLOY)AT WDHEKiIr 4 (2)1/4.0 TAPCONS ANC1401IS ro 5 SEE DEwI x Fo3� OR �. WEnr�ERAsitsE arpLoaTE Ar 1 OR SIDE CONNECTION 1 OR SE DETAIL x rOR 1 OR Q' M TRACES SEE DEW.x F 4 SIDE CONNECTION ®-©•�-5 •®- SNE CONNECTION o.�a©.Q2 v 8 1 .®- .s.7.a.-�•Q - ro TRACKS 7>B o.®. ®'®Q�1-�©- To muKs ®•a�-c�•�-o•®- ®•®-®•moo•®- ®-®-®•®-®•®-•®•® ®TAI E 0 1 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 20 POURED CONCRETE OR ¢MURED OMY MR SPXIS CREATM'DIM" 0 W--0" -———` —ziE)GSPUG CLASS CONCRETE BlacX WAIL e1 +c 4 4 REcunDfD Tat spAnuw it 1/z s.LL!_ a �T----------- _ N t1Ac5(SF O 7fi• C. -.�..MRION Df b----_-_-_ c_ccncMel OR IIFOR 9/Y 0NL7 CO. 1/2.TAN.CyAE ON iD ! ____--_____ _ .- __- � � S4FOR B AD BEET ® m rEE3 79 Rx ANCNTut o _ n nxt BLADE(DAM CONCRETE SNE_Sa)&G1 12.O.C. / _ __ 5 13ASleXr 19 DC50&TOR LJ ANCHOR -` �O _____ OR @ _ 4 I EO $ OR(DOU 2•WN. —' 2'tN3. _ i SEE Uu1TATX1N5 Cr ll�f FDR 5 DUDE�D --1. @DR@oR(9 1�oR� VIEW Y / &10 R �' PLAN t OR Q�' OQ©O'®°� ®� AAAI L POURED EE BLOCK OR ®-©•O-®-F.�•®- �'®.�.®,p,®- ON CONCRETE BC.DGC WALL REaIR� ' ®O -®O ®- 1 HV BLADE OR HV WINDOW BLADE INTO ©- �.��.®,.p.®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DUAL END CONNECTION DETAIL6 @� FLORM BUILDING?CODE(Hon High Velocity HUf4C:One Zone RA.7Ij orA,� ID 2075 EASTERN mu&SUPPLY.INC. ..........[¢ '•. _>CEfl �9 BERTHA ter Sy IL E C O �N,. , . Accordion Shutter SJ stem Itv.anoE¢7 w/DR w/o Hv YarDOAr elnDE ¢t /!`�*° American Shutter Systems DAtt oRA. U JUL • TtLLR TESTING& ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/3/15 STATE OF •Q:a aus Nr.assn a+.sx ace,vnme{e.mas num.sv �1• F' ,o :(305)871-153].Fos:(305)871-1531 4268 Westroads Drive 2 --NG No U �` e W:urecoama.�� west Palm 9each, Ft 33407 3 ,��-085 *1,;, ZONAL E ```'` WALTER A.TILL CB-OMJr.P.E. r P.E.rA6L";;;-AASRE/DATE f1AM`"'1 X167 i SHEET"OF 20 SCHEDULE X11 SCHEDULE 112 SCHEDULE �3 MAXIMUM SHUTTER SPANT' 'L4•'OR 'L--' MAXIMUM SHUTTER SPAN* 'L+' WkXIMUM SHUTTER SPAN*'L+' (1t.).FOR�INSTALt®IO.NS W $,'(t.If [$(moi, OR 'L-' (ft.) FOR R -L (iQ INSTALLATIONS & or(�or INSTALLVIONS W/ CONCfiETE& W/ ONE H.V.LOCK or©or or MANSORY WOOD (i)L+:MAXIDIIM S" PRS SPAN FOR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or W/GIVE HV LOCKS POSTU A.S.D.LDESIGN PRESSURE RATGN-EN G. L-:MAC ALLOWABLE SPAN FOR A Gh'EN NEGATIVE CENT-r.RMATES & W/ONE HV 'f' W/NO LOCKI G RODS OR W/NO LOCKING WALL A, B, C• D, E, M, N, O. P, 0• AS.D.O�IGN PRESSURE RATING. ® ® ODS MOUNTING F. K&L R. S, &V. LOCK® W/TWO LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR WXPiT0NC Q (2)PROCEDURE TO DETFRMINE M)QMUM SPAN FOR BOTTOM SEE NOTES tt) SHELT 7) FLOOR/CEILING G, H. I, 11,J T, U. W&X WALL UOUMINGS(TOP/BOTTOIA)OR FLOOR/CEIUNG: CONCRm&Wow Disr/CLATIon O CONCRETE&WOOD CONCRETE MOUNTING & M AsaT1 � - 1N-IALLATphS GKN A POSITM1IE ASD.DESIGN PRESSURE RATING, Auwa W4l M_* FLOOR/CMING ^w='M WAM motoms noxa/caar lou DETERMINE MUnIUM SPAN 1+'FROM SCHEDULE. MOL�G , & R> oa GIVEN A NEGATIVE AS-D.DESIGN PRESSURE RATING, 1� _7 (.»A-7 FL��'N0 WOW (.m-t Ft - ALL w Nr'. OETEfiY4'£MAXIMUM SPAN Z•FROM SCK:DULE. L 4 W L-(n}-..I..._W t-(N I.I W '.-W L F W L-M O MAXUUM SIWIER SPAN 1+OR 1 FOR 30 OR I6'-0' 16'-0• 16'-0' 16'-0' 30 16'-0• 16'-0' 30 16'-0• 16'-0' INSTALLATIONS IN70 WOOD SK-41 BE UMITEO TO FINAL UMMUM ALLOWABLE SPAN IS EQUAL TO THE ,Ds Ili.As.D,oESGN PREssvRE r1AnNG. u DETERMINED SPAN BETWEEN 11 L�-L _35 14'-10' 14•-10' 16'-2' 16'-0' 35 14'-/0' I4'-ID"_ 35 15-2' 16'-1D' 40..__ 13'-1013'-10• 14'-2' 15'-2' 40 13'-10' 13'-10' 40 14•-2' 15'-2' (3)PROCEDURE TO OE7rtR66NE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13•-4• 14'-3' 1 45 13'-1' 13'-I• 45 13'-4' 14'-3' 'r HV CORNER CENIr'3iMA7E/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-S' 12'-5' 12'-5' 13'-7' 50 12•-5' 12'-5' 50_ 12'-3' 1_3'-_1' MOUNTING INSTALLATIONS.LOCKING SPEGFICA31ONS W/FLOOR/CEILING MOUNTINGS: SS - '-1' 12' 55 11'-10' 11'-10• 55. _1i'-1'._. 11'-11' SHALL BE AS INDICATED ON MMDA70RY CONDITION J2 • NOTE f5,SHEET S. FORA G74N POSiME A.S.D.DESIGN PRESSURE 12'- 60 11'-4' 11'-4' 60 10'-2" 10'-11' 65 lo'-Io' 1a'-to' n-L' ii'-n' 65 to'-Io' 1a'-1o' fis s_s to'-1' X11 : 70 f0'-6" 10-6' 10'-9' 11'-5• 70 _10'•-6' 10'-6- 70 8'-9• 9-4' Lt+n MAR.SPAN FOR Writ.MOUNTING OUNTILATIONS. Lx+-tAA1C.SPAN FOR P_OOP.JCEILR:G MOUNTING 75 10'-1' 70'-1' 10'-4' 11•-1' 75 10'-1• 10•-1' - 75 - 8'-9' ftptCF➢T THAT FMXDAUM SFTJI7ER SPAN 1+'OR RNSTALLATtONS. 80 9'-10' W-10' 10'-0' IN 80 9'-10' 9'-10_ 1'AND 16L10MW ASD.DESNNG PRC�5, .ttE PANFC FOR FOR A OXEN NEGATIVE A.S.D.OESICN PRESSURE 85 9•-6' V-6' 9•-9' 1o'-5' 85 9'-6' 9'-6• INSTALLATIONS 0110 CONCRETE OR CONCRETE ELOCX ETER SWU 13E ULMED AS FOLLOWS: RATING: 90 9'-3" 9_3' _9'-5' 10'-1' 90 9'-J• 9'-3'! DE7ERIattC 95 0'-0' 6'-9• 9'-2' D'-10' 95 9'-O' 8'-S' 1- CONNECTIONS TO KEYSTONE MOUNTING L1_..M.SPAN FOR WALL MOUNTING INSTAUATIONS. 100 B'-9' 8'-4' 9'-0' 9'-T 100 B'-9_ B'-<' LIMITED TO +64,-72 P.I. AND 8•-0•SPAN. SEE L2 -MAL SPAN FOR FL003/CENNG MOUNTING MOU14TING M&ON SHEET 7, INSTALLATIONS. 105 8'-7• 7'-11' S-S' 9•-4' 10.5 710 8'-4'_ 7'-7— 5-7' 9•-2' 1108'-4• 7'-7' FINAL MAXIMUM ALLOWAP-E SPAN IS EQUAL TO THE _._..._.._ , W NWUM BEThMI'LI+','U F%11=ANI) 7-3'~ B•-4' 8'-Il* 115 W-2' 7 SEPARATION TO GLASS SCHEDULE 11za 8'-D' W-11• 8•-2' W-9• 120 e'-o 6-Ir --._....._...__.. - (4)OO TO ANCHOR SCNMATr WFINAL WVOMUM 125 T-10' 6'•-8' D'-0' 8'-5" 725 T-.110' 6'-e' ALLOWAf$L SPAN AND N£GATr�A.S.O.0.5OESCN 130 7'-8" 6'-5" 7'-10' 8'-1' 130 7•-8' 6=,•.' MINIMUM PRESSURE RATING TO DLTERu1NE MAXIMUM ANCHOR 135 r-7* 6-r 7-9 ra° 135 7'-r 6_z WIND ZONE SPACING too r-s -ss-,1 7-r T-6' too r-s 5-,1 ASTM E-1996 SEPARATION _ 145 V-3' S'-9' 7'-5• 7'-3' 145 `7'-3' S'-9'- TO GLASS 150 7'-2• S-r 7'-4' 7•-0' 150 7--2' 5•-7' 1155 r-o' s-5 V-2' 6•-9' 155 7•-0 di-5� Z THRU 3 1" ....._..... 760 6'-II' S-2' Y-1'_ 6'-7' 160 6'-11' S'-2' 1165 W-10• 5'-1' 7'-0• 6'-4' 165 6'-10• 5'-1' 170 6'-9' -C-tt' 6'-711'- 6'-2' 170 6'-9• 175 6'-7' 4'-9' 6'-9' 6'-0• 175 6'-7- ISO '-7•tSO 6' 4• 6•-6' S• 180 1 H V B LA D E 185 W-5, 4'-5' 61-7' 5•-6" 185 6'-5' 4•-G 190 6'-4' 4'-5' 0'-6' 9'-6' 190 _ 6'-a' 1--4•-5' 195 .__6'-3' _.4'-3' 6•-5— ;•-5" 795 1 6'-3' 4'-3' 6•-2' 4'-2• 205 1 6•-1' 4'-1' 6'-3' S'-t' 205 B-1 4'-1' FLORaDA BARBING (ODE(Mon Nigh Velocity Hurricane Zone 11a11tuwNAgr 9 2015 FASrm;METAL suPPLY.INC. BERTHA HVTM �` _ ■S■Q RV Accordion Shutter System ,{q �. E C O INC.M ■ ■ BADE#1 W/OR W/D H.Y.WNOON 11ADE TIWT TESTING & ENGINEERING COMPANY Amer(txn Shutter S}!St8m5 Lv OLSWDWA oATt OR4rN RV.IAGy. G. Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 Pt.—;(305)671-1530.Fn I(305)871-1531 4268 Weslroods Drive 2 DRAWING NO gat e't�mwo E West Palm Beach, FL 33407 3 t 5-085 p. GRID r w ooa6719 4 ,c .•. �y\\� WALTER A T¢uT x.P.L E�,S81Ahi�L� E/DATEQ1 u.a H767 6 SHEET OF 20 SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES ASD DFST91 KMkTNE PR<S,imv RLTPFG AND A ODWMPOMRG NOUM,"r TYPE FOR COhY'RETF OR CONCRE,F OM RMLADONS (SEE MOIAa0105 C 4 h H ON 91875 6 A 7) 1,ANCfORS TO SUBSIRATE SHALL BE AS FOLLOWS: LAIRD cacw4vamx ram POUNED 00"CREIT (A) TO EIILSMNG POURED CONCRETE-(MIn.re-3 W) E('WALL SILL MOUNTING ©CElL1NG MDUNTINC O FLOOR MOUNTING - 1/4.6 TAPCON OR TAPCON WRH ADVANCED TNW"ORM TECHN--J c,Y ANCHORS,AS MANUFAC TIRED 13Y I.T.W.OUADM(14.r0-3 4v)iMAN SPAN ANS S>Ad t F[xNll -1/4'6 x 3/4•ALL P URS SOLD-SET AA'CHOFM AS D5fF0[97IED BEY ALL POM Sg1fW.EMT&SPECW COMPANY.(Ifn.fe=3 k91) (N km DM mmv7 r17ts5U2 Raw M&SA oca nE mm KUM wm=IfYy mmm Rath - 1l4.9 BLUE TAP CONC ETE NCI ORS W/CAP AS MNNUFACMIR D BY FLORIDA FAST7OtS OR=,M(16.fa-2 tap 30140160175190112011601205 30 40 60>5 90 120)ED 205 30 401601751901120 160 TAPCON OR -1/4.9 TAPPER+ANCHORs As uwarAcruNco BY POWERS rAsrENETS.ma.AND DwRWTED BY ALL Pam smw.BOLT a spECA1.lY t4 1 0 D 6 a i s t4 i2 w 9 a e t4 12 l0 v b 8 6 c 7APCON WTH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORMED VENDOR REGISTERED WFI N THE AMERICAN WATER SY^EM5 ASSOCIATION.mr- 3'-0' 14 f2 10 v e 8 6 a 14 12 10 9 8 8 6 6 14 12 SO 9 8 e 6 8 1HRE/�pGNT TECHNOLOGY Wra-3 k41) 14 12 10 9 6 8 6 6 14 12 10 9 a 8 6 a 14 12 10 v 8 6' 0 5 ALLC1MS$OLIO-SEN HO1TSi fi 72 10 v 8 e 1 6 7 N 12 10 9 a D 6 0 14 12 110 1 0 D 9 t+ 6 BLUE TAP W/CAP A1)-NM3M EMBEDMENT GIRD POURED CONCRETE OF TAOGN OR TAPCON WITH ADVA6:FD THRENWORM TECF2W4Y.0ANCHORS AND TAPPER+ f4 t2 10 9 D 7 b3 35 14 12 10. D 0 O 6 6 f4 12 10 D a e 6 b TAPED* ANCHORS 6 1 3/4•.AND FOR BW£TAP W/GNP ANCHORS 15 1 1/2•. 4'-0- 14 12 10 9 e 0 6 0 14 12 10 D e 0 6 0 14 12 10 D 8 a 6 is 11 12 10 9 6 D B 4 /1 72 10 8 e a 6 43 1{ 12 1019 D e 1 33 AL2)VIM=DISEDMENNT OF 1/4'9-3/4'ALL POINTSMV.SoJD-SET ANCHM SIDE T/8'0R0 Mff POURED CONCRETE.No aGEDMEHr L4 72 37 8 a e a N to 12 10 0 0 8 6 SS 14 12 ID 1 9 0 0 6 43 . t>�A'1o18 Q u;t foR INTD STUCCO SHALL PftR.OTfED.t/1'9-29 5.5.W"WE SOftflY USED 5111(1.BE 1 1/2'LONG 14AaMi11!SU10OW STUCCO DOST,AND 14 12 10 0 73 33 33 - 14 12 10 9 D D 6 6 to 12 19 9 6 7 53 i/ losx 9m 11 i'MOAAUM FOR WALL%TIN NO WUCCO. 5'-0• 14 LL 10 B ® 0 6 6 N 12 io 9 a 8 8 SS H 12 10 9 6 8 6 43 14 12 10 o e T a - u 12 /0 9 e B: a u N 12 10 8 M5 5 SS 3 A3)ON CASE THAT PRECAST STCNE PRECAST CONCRETE PANe5.PAYERS OR ANY t'Eh'EER BE FOUND ON TRE�DUSTM WALL OR ROOK 14 12 10 0 6 73 431- H 12 10 9 0 B 6 4s 14 12 10 19 a 6 43 73 AN DIM SHALL BE LONG O4000Fi TO RFiVCN 711E IEAW STRUCTURE BEEfUND SAAR WALL FINISHES.ANCli3R.1DE SHALL 6E AS IKo1CJ.TED ON 14 12 93 73 63 a3 - - 14 12 10 v 6 7.: 53 4 14 12 10 1 9 e a 43 33 NOTES Ai)@AL2)AD7JE.TOR IN5ALUTIOf6 aN•YINM$0016 OR ERRS WfIN OR WTfHDUf IEE'R1 STUDS CONSULT THS ENGINEER.FOR V_O' 14 t2 f0 9 0 e b l4 12 /0 9 8 6 6 S N f2 10 9 0 &5 '5 33 USTAILA7ICN ifVla F3F5 WILL METAL STUDS SEE STIQ7 20. 14 12 10 D 73 53 3 - 14 12 t0 e5 763 4 3 16 12 8 63 53 4 3 14 12 to 8 e 6 - - 14 12 10 D a 63 5 14 12 10 as 5 e 1 - (0) TO E)QSRNG CONCRETE UOO+T:(ASCI C-90) li I2 8 a5 53 3 - /4 12 /0 D e 03 43 33 14 12 10 a 7 9 3.5 3 -1/4'6 TAPCON OR TAPCON 141TH ADVANCED THRFADFORM TECIIMM ANCHORS.AS MW+SACMJRED B1•I.T.W.BUADE2. H 12 0 - - 14 12 10 D a 7 3 4 14 12 IO D 73 S.5 a 3 -1/4.6 x.3/4•ALL POINTS SOUND-SET ANCHORS,AS 061C8JUILU 01'ALL PDMS SCREYP•BOLT d SPECIAL IT COA4PANY. 7.-0' 11 12 f0 0 as ♦ - - 14 12 9 73 6 43 35 - Is 05 7 33 43 35 - - -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACMRED BY FLARSAA FAST)MM DIRECT.=. 14 12 10 ds 7 4 - - f4 12 10 8 76 5.514 - 11 12 a 7 73 43 - -1/4-6 TAPPER+ANCHORS AS MANUFACTURED BY POAT:RS FASTENERS,INC-AND DGTROUTED BY ALL P02R5 SLEW BOLT a:SPECALTY 14 11 7 33 43 - - 14 12 D 73 53 4 - 14 12 9 7 6 43 3 _ aDMPAh7 OR ANY OififR APPROVED LICENSED OR JIUINORQED VENDOR R£OTSTFR£D W1MN THE AMERICANSJ67fTER SYSTEMS ASSOpARON,Qtr, 14 12 10 D 8 65 - 9 0 6 4 - I4 12 10 8 GS 6 35 - ��.-. 14 12 037 1S 3`"- -' 11 i2_E f3-SS 4 3 IZ3 2.5 6 S 4 S - - 8.0 MINDIUM EMBEDMENT DRO CONC[EYE BLOC9 OF TAPCON.BLUE TAP W/CAP XNIUKRS AND TAPPER+ANCILAS IS 1 1/4'AND TAPCON 14 12 93 73 0 - - - 14 12 DS a 63 S - - f4 12 6 6 63 ♦ - WTH ADVANCED THREADFORM TECH"-=ANNORS IS 1•. 13 93 6s 5 A - - 14 12 10 6 0.5 0 -t- N 12 a 63 5 4 12 10 9 e - - - 14 12 10 9 73 45 - - 14 12 IL• 7 S.5 a - - 02)MOFAtU2A EMBEDMENT OF 1/4Y x 3/4'ALL POINTS W.JD-SET ANCHORS$HALL BE ENRREI.Y EMBEDDED MO THE CON7+ETE BLOCK ND 14 13 73 6 4 - 14 /1 7 Tia 5 33 - - 11 8 a3 45 15 - - - E SED-00 INTO STUCCO SHALL BE POVOrTED.1/4'0-20 SS.MACHINE SCREW USED 9011 BE 1 1/2•LONG MIMMIa+SHOULD STUCCO iS 12 B 83 45 - - - is 12'AS-7 53 -f4 Os' ] SS b 45- - EnST.AND 1'WMMW FOR WALLS YARN Na SNCCO. 113 ds SS 4 - it 12 0 T 0 V - - 14 11 7 5'u 43 33 10'-0• 14 12 70 0 7.5 - 114 12 10 e'63 6 - - f4 12 6 6 5 4 - B.3)of CASE THAT PRECAST STow-PRECAST CONCRETE PANELS,PAVERS OR AK maR BE FOUND OV THE DaStwo,WALL OR FLOOR• 14 1 7 6 SS - - 93 u S 1 3 - - f0 73 5 4 3 - - - AVCFgR$STULI.BE LONNC ENOUGH TO REACH THE MAW Sf(iUCfURL BF31'ND SVD BALL i:KSFIE$.AVCF)OWE SWLL BE AS W ATED ON 14 11 73 S3 - - - 1134 9 0 S 4 - - 23 95 i 6 5 4 4 - - NOTES&,)h B.2)ASOYE.FOR RMALIATUM ON VINYL SIGM OR OFS WRN OR W:CNOUT METAL STUDS CONSULT TIPS ENCOiEER. 12 0 63 53 4 - I3 t0 63 5 4 3 FCRDNSTALATq)NRYTDEIFS WID!METAL S7U3S SEE SPM 20. ,1'-0'14 11 f0 - - - - 12 9 7 6 43 - - 14 103 7 55 4UI 3s73 9.5 5 - 8 b 43 4 3 9 7 43 33 3 (C) AiCH�S SHALL BE INSTALLED FOLLDMNG ALL OF THE RMWUCVOATICNS ANO WZMICADOHS OF 71=_ANCHOR'S MAMYrAr7URQt. 14 10 7 - - - - 103 7 _ 43 - - - 13 6353 43 76 - - - (D) SEE SCHEDULE BELo*FOR EDGE DsrAN E(co.)VF%US SPAcwa;RESADONAOP FOR ANCHORS93 ] 43 13 73 6 S 12 9 6 45 4 12'-0. 14 12 1a - - - - 12 6 6s 53 - - - 13 10 6.5 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS- Is as6 4 3 - - - - 4L17+WUY AV7+OR SPT' GS A E YHID FOR LOGE HTSTAVCCS IHDCATED BELOW.FOR E 0.IFSS ifLW T NW;ATED.7QDUCE ANO10(t SPACLVG 33 93 6 - - - - 03 c3 S 4 - - - OS 8 5 4 - - - - BY MULTI IlK S AMO SI OAN ON SCHEDULE BY THE FOLLOWMO FACTRTS 9 63 14 IM5 ] SS 43 1f 65 5S 43 33 REDUCED SPACC'Mi OafWNFD aSI1/C fA^IOR 5]fALL NOV BE LESS NEON Yo6WN SPACO(G ROKATEa TOR FKH AVx270R TYPE 14 f2 _ _ _ _ _ _ 14 ns 73 s 3 - - - 12 9 e 43 4 _ _ _ FACTOR OS 8 - - - 10 73 5 4 3 - - - 73 6S 4 3 - - - - AGTLIAI. TA-CON WITH ADVANCED --- TELyOiQL�7i BLUE TAP W/CAP TAPPER+ 12 9 s 43 4 _ _ _ 93 7 3 4 - _ _ _ EDGE TAPCON AL FONHT SOUR SET I MIH.SiMO9C 6 6 - 13 95 63 S _ - 0.5 73 S A GGTANCE 14'-0' 1�12 - _ _ _ _ - 14 103 7 S3 - 11 69 53 43_ - - - ED. TAN.SPACING-3' M97.SPACING-]' NONE SPACING-S t/2' WL SPACING m 3' 3 3/4' 4' To-0 7.5 - - - +- - 8 7 43 35.- - - - 7 5 33 3 - - - - t V B D W CON-WrE a:POLIO CONCRE E comm EEDIX POORER C01tCRETE a: POLHD CCMCRLTE 6 wL6D muE',E Ini]sE amc Lis e - - - T= - 11 a u 43 - - - - 9 as 4S - - - - - CONCRETE a� ITL Ea.3 1/Y IOL ED..21, , .S.I IPL EO.3 1/Y LM-21/! 7s - - - - - - - 12 D 6 - - - - - e 4.0 - - - - - BLADE WORKING s• 1.0 0.90 1.0 �^ _A 0.7t1.._..._,_, 1,0 oa4 1.0 15'-0•14 - - - - - w 63 - - - g _ _ _ _ _ _ 83 85 + - - - - - as 6 3 - - - IN UNISON♦ 2 • os, t.o ._ - oo�st ,.o 0 - - D.•v a s - e3 e 4 2' _ 0.71 -- 7 :E - - 9 63 a3 _ _ _ _ 1 3//• - 091 0.43 _ 1B'-0• 14 - - - - 6 - - - - - 10 73 S - - - - - _ am 0.35 93 - - - - - - - 93 7 s - - - - - 8 s 4 - - -1- - FLORIDA MILD114G CODE(Kon High Velocity Hurricane Zone 0 2015 D zTERN META.SUPPLY,INC. ;o .. BERTHA HVT,u F - A.S.S.A. -=� 11 LIE C O .ac. Accordion Shutter System )iv ercY:0i w/CR w/o KY.VAND(N!B110E = American Shutter Systems O'{ TILUT TESTING&ENGINEERING COMPANY OTSCwIlo9 al£ aRAxl+TTr. MI_ •'•. STATE 0� C'w fiU3 H.O.3uti ti 9s.300,NP7xA 6A900tS.fi5n474 331 Association, Inc. /' 'CLD 11-1Bz 4/13/R,I PTE: i/13/is Pw-:(305)371-7530.rax:(305)671-1331 4208 Westroods Drive 2 'F `` x- = 17 s• West Palm Beach, FL 33407 3 DRNyNING No SION AV O` %k'-TER-TERA TALK U.P.E. 1 15-085 � P.E.1S1"9+EAL11YTeN'ATURE/DATE FLORCA Ue-j 44167 5SHEET6 I 13 OF 20 C 0 A O N 7n Z� L c In cc 0 0 L O WW W Lmy meq O VVO ZKzK� W p6ayWy�,Ci� R:yC/7��N � li ■V] Cd� q6� � J 4 NWZ 04 y11�M1 V p'" O Vi�7 � ■=rt.S� c oaa ui > ■ u�ryli m �N �' zy U U u z �ANnn.lonn»n..Innl lgnligl 11»�Ill�iil.l llallllall l»Illnl 111 t1 0 � f�� eu_ € � � �G mNNn NIn NNn NAN�NA n.NgnamVrnl �YlnK�I I(Nn11Anllnll lnl 111n111�11 � Z�4�EE�ff�.Jd�{{{' B ARAN N1NNgN....NNn ANAs aA nA.nsN1N aHYNaIN.�HN•.n PINI I IIAI I IN, I W E'a r.i,A N9 AyAA N........... .... �gD rN�fird�N�MA�N�n�nf�HAV.H N�vIN�I A 2�$� Yp �mN N.AMn ggnnn nNnn Nn nngnNNmnggqnNN nN nq�i_xi....... g ;•~pi r n n q.P g A n N A n n N m N n 9 n n N1N N N g N A�N(q g q N n N N Nln n njN g N N N N N N A N q NIN N N N n A» 5��•• O y�jq»q(NngNnAngqNNAnN1NNINA1NNAnniNnAnNNNiNlnmm'nngnn»n NnAgNignNqn9N 5� 1A nan.n Hann�.l e l I Ilm t i i v l 1 1 H�1 1 1 1 1 1 111 111 t l l l 1 1 1 t.v� M11:1 1(IIlii l 111l � ' �'•,� •�i�A^ Z �n1F1n r(r F1nn�r rr�hr�nno�hn hD0,: wq�qtn4 nnli.l1-1-11,I h( Yzl en n nnnn nn�nh nnnnPM1 h�n hnn nFn nn( gn y y���nnlnnngn.nlln nn FFFF nPn Fn nnnnnP nr nn rn Fn rFrn nrnnnh rn nih nn Pn nninP %//� ' y.��..� ���\h``� �j uir�O'�aa1Y..I IN 1I lni 11(11111111111111:11111111 I I I lilt 4i L y�� $tlaiDnre1{nv Hn N.�Iw•w NF'a.1 1ny1 11n1 1 1 111111 1 111 111 1 1 1 1 1lI l l l l i lit l } ,.y .Ow,4^moaiem nr na man.�Nl rNlo nu.ln an�aY l lllaa l I H`�I I I n 1 1+11 rn1 t I 1 I Ijl 1 f 1 I t tt 1 111f�'WC��E+++1 0.w-i=a=Y1._=9- mDngiq�Idn�N N�m.An{NN Vann...in11 a:.lil nlni{ I n'a lil nH I 1 1 ni 1 1 � �� rvwry FnO woigiq DaA n�F',�mDa.YN1aq•�•y9••Na a.'.Y1N n.Y"�}.n}}tl��.vr�I I a.1 1�'�1 1 1r7�1�I n��b Nriwnl�9��1'!ana� narvmNd no.i"nn1Y.'t as Vgl�l Y`Nlvin.a ..`i tH�Y�.� V O Y^Hw rviv Vi LDVIV V vlw-�v _nv.s! n Ph O�a,O rl'elm^q,yl�yln^q Ngn.ti gonY VS _aiVa=-clAl�n{-";�.�mn1�9�aC^lnw�a��P�mD��D� �t�r1f �m tlnim N m lil I I I t 1 1 i t tl I I I�I 1 1 1 1 1 iii 1 1 1 1 1 1 1 1 1 1 1 1 1 p O m m n m min g m m m m q tl D D m m m D q�n tl tl 111 1 1 1 1 1 1 1 1 111 1 1 1 1 1111 1 1 1 1 1 1 1 1 1 1 i t l C@fQa �9m9m90 mm D9D09 mm DOm90 00 Dgmm0 mnDDmj egj D 1 1 I 1 1 1 I 1 1 1 1 I 1 1 1 1 1 1 1 1 Y[ $m mDm mgOq Oq Oggeq q ggqmqm mmmmgD...Dmg9qm1111111111It O( (+l �w oP1P PP Pwpp PPPPPpPw PPIPw PIIIt111i ' IGY I�Y71 $O o DOOee e 000O9np 000Plo oIP 000 -------------- 2_1 X1 !'1 s f 11) i0 h W OI O N iH P n fe