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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 w 0 rloi i3 DcpiRi1 entj DCIS Home I Lag In ? User Registration ( Hot TOPICS ? Submit Surcharge j Stats&Facts Fublicatians ; FOC Staff i PCIS Site clop ! Links Z Search i3usines �a Professional USER: Wt Approval Regulation �9 Fnxhrcr noprnval Menu>Prnducr ar AnnllUufon Seorrh>gfmncmlan till>Application Detail ' FL K FL389-RO uts Appl(cationType Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 breeleV@easternmotal.com Authorized Signature Bill Feeley frodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone(Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J, 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 Bohn W.Knezevich,PE ✓' validation Checklist-Hardmpy Received Certificate of Independence F(38Q R4 CCI HV ACC2fij2jQN t-1 NDN+tVH7 nt(f 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 1 Option D littp://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYFIH2vJvx5... 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 OS/07/2015 Date Approved 06/22/2015 ,Summary of Products PL# �7;4ocicllr Number or Name Desvl tion 389.1 Bertha HV Accordion Shutter-Blade 3• Extruded aluminum Interlocking blades retained by tracks(top and (Non-HVHZ)-Drw IS_086 bottom)for storm protection `Limits of use Installation Instructlons j Approved for use In HVHZ:No 89 R8 !!. =.S.S,n.tNC, OF.y/y.t.5•QS&.ndl Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports ! Other:Large Missile Level'D".Max Span Is 12'-7'for 35 psf positive F1.sf?9 R8 AF A.9.S.A,INC_P:)•,R, )HWG 15•x$6 >t.t!! ASD load and 13'-0"for 35 psf negative ASO load Ure 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 unl,son.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max.ASO pressure rating of+72,-72 and 84' i for+64,-64 pst.See sheet 5 for otherspans and ASD pressures. 8 .2 Bertha HV Accorrllon Shutter-glade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ-Drw 15.085 bottom)for storm protection _ Limits of Use Installation Instructions i Approved for use In HVHZ:No FL389 R6 It A.S.S.A INC. ORVJG.. -085.p�f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Desitin Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span Is 16'•O"for 30 p.s.r negative FL3851 R8 AE A.S.S.A_jr4r. P..E.R. DRWC.15-rjr5 HV Of 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 mountings 7'-0"for+7S,-75 p.s.f,for metals stud mountings and 8'-0" for 110 p.s.f.for HVS and HV1A working In unison.See sheets 7,11 and i 20 resDectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non•HVHZ)-Orwg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved Tor use in.HVHZ:No fi.324 RB_E A:S.S.A,INC. 0RWG.15-084.ndi I Approved for use outside HVHZi Yes Verified By:American Test Lab or South Florida Inc. - iImpact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Othert Large missile.Max.16'-O'span at 30 p.s.f ASO load for Blade 1 1`089 Re ac'A.s.S.A,INr_. Ar.:.R. nRWti 15.0'34 naf 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.:RSO-467-18? The State of Florida is an AA/EEO employer.CODYrl9ht 7007-2013 State of Florida.::P00ev Stalemont: ACWW1,111ty Statement::Round,tatement 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 electronic malt to this entity.Instead,contact the office by Phone or by traditional mail.If you nave any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,eflecWe October 1,2012,licensees licensed under Chapter 45S,F.S.must provide the Department with an email address If they have one..The emalts provided may be used for official communication with the licensee.However email addresses are public record.It you do not wish to supply a Personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here Product APProvel.Accept= ® ECt�1 on •y't: �CCllrit 1'.ti::r H tt.' http://www.floridabuilding.org/pr/p"pp_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT"(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORM4M WITH THE 2014(5th EDMCN)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HCH VELOCITY HURW-AXE ZONES. DESIGN WIND LOADS SHALL BE DETEWfED AS PER SECTION 7620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPED REWIRED BY THE JU ISDiC110N WHERE SHUTTER W.U. TABLE OF CONTENTS BE INSTALLED WITH A DIREM0011TY FACTOR Kd-0.85,LEAN'ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)D.)DGN URE RATINGS IhTMYED ON SHEETS 11 THRU.15,19&20. IN ORDER TO VERIFY THE ABOVE CONDIIICFL ULTIMATE DESIGN WIND LOADS LIETFRUNED PER ASCE 7-10 SK41L BE FIRST REDUCED 10 ASD.DESIGN WAND LOADS AREA A- FIV BLADES(1)6C Q m MULTIPLYING THEY BY 0.6 IN ORDERM COANARE THESE W/WOL(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 do 20. GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE HOT OVER STRESSED.A 33 X INCREASE IN ALLOIYABLE STRESS FOR YARD LOADS WAS 1.E7L USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSS.HOWEVER,A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FMTENES IN WOOD, SYSTEM COMPONENTS 2"7 SMET 3 A��.ACCORDION SHUTTER SYSIEWS ADEOUArY FOR WIND A"LARGE MISSILE IMPACT LOAD WAS BEEN VER67ED IN ACCORDANCE WITH SECTION 1!:09.1,2 OF 7HE.AB01E MENTIONED CODE AS PER TYPICAL ComSHUm ASSE413I.Y 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HY BLADE V j0214.D1-03.it771s.01-03.11004.01-05,!121447-05.80317.02-06.¢0609.01-10 AND 1)0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS AND AStM E=-1886 AREA 2, HV 8 An (1)AND HV VANDOW Bl ApF a AND E-1995 STANDARDS(UMME LEVE.D.WIND ZONES 1,2&3)k/1220.01-10 AS PER TAS 201,203 JR 203 PROTOCOLS LARCE 47550E (WHERE APPLICABLE) -IN W270OW BLADE (A/050641-08 AS FAR ASTM E-IWIS AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,1 3)BASIC PROTECTION ONLY NO/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION k NOTES ON LOCKS SHEET 5 INSTALIATON DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.W MADEOQ OW BL AND W WINDOW ® ARE ENGINEERED TO WORN IN UNISON MIN EACH OTHER UNDER THE GENERAL ORATIONS AND CONDRIOHS OF USE INDICATED ON SHEET 19 INS AL ATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTH H.V.ACCORDION PUS(HJ SCREWS),USID AT BLADES KNUURB AND FOR DIRECT MOUNT CONNNXr)ON TD TRACKS SHALL BE(14X175'AND/14X1.75'RESPECINE.Y,410-W MINMUU SERIES COnERMATE OETALS W SHEET 8 STAINLESS'TEE.SCREWS WITH 135.0 W VIED STRENGTH AND 180 W TENSILE STREHOTH.PNS SCALL Er.COATED WITH BERTHA W DACROSHIETD COATING SYSTEM AS MANUFACTURED-m APPROVED CRNTERMATE ALTERNATING DETAILS HV -SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS AS50CIATON.PNS MUST BEAR 7HE W MARKING ON THEIR HEAD, 4.ALL ALLUWNUM E6RUSHOHS 9011L BE ALUMNUU ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SLEET'S.2 AND 3,MOM"YIELD STRENGTH FOR 6063-76 ALLOY IS 3MO w AND 35.7 K.;FOR ETD CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET TO 6005-T5 ALLOT. LLA7GMIPM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AS SEIES OR CORROSION RESSFANT COATED CARBON STEEL AS PER GIN.500/8 WITH 50 W MIN.YIELD STRENGTH AND 90 Lal WN.791SU STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BIRDIHG CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 &DOLTS,70 BE ASIA A-307 GALVANIZED STEEL.OR AM 304 OR 318 SEWS STAINLESS STEL WITH 35 k1l Mllo"YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECISCAYWEIS:W BLADE 'D: 12.13,14,15 AND 20 INSTALLATION DETAILS UI-R,WDM SHEET 16 W MADE ID&ES WOWNS IN UNISOH.12.13 AA 15 INSTAL.ATION DETAILS S-X,WDOD SHEET 17 8.THIS BERTHA H.Y.ACCORDION SHUTTER SYSTEL BEARS A U.S.PATER/6779,581 COMPONENTS Or THIS APPROVAL ARE CriERED.IN WHOLE OR IN PART m US.PATENT(5'458,179 ISSUED TO EASTERN END CONNECTION DETAIS 7-12 k X;WOOD SHEET 18 ME SUPPLY.LNG 9,IT SHALL BE TICE RESPONSSUlY OF THE CONTACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE-SHUTTER IS TO BE ATTACHED 70 INSIRE PROPER ANCHORAGE CONTRACTOR 70 SFAS/CAUUX AREA 3: FIV WINDOW BLAM'(W ONLY ALL SHUTER COMPONENT EDGES WHICH RETAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT MND/Fm INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 IM EACH UNTT MUST BEM PERMANENT LABEL IN A VISIBLE PLACE WITH WAJRMNG NOTE RUING PERIODS'OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL W AND NO CCNTETbA70 ANO ENGAGE OR LOCIC ALL W AND 90 LOCKS. AREA 41 HV WINDOW RI ADE n ON Y IT.SHIUITM MANUFACTURETS IA-EL STALL Er.LOCATED ON A RFAMY VISIBLE LOCArGN AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING COOS ONE LABEL BALL BE INSTALLATION DETAILS,UETAL STUD WN.LS SHEET 20 PLACED FOR EVERY OPENING.IABW14G TO COUPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING cGGE. 12.BERTHA H.V.ACCORDION SHUTTER SYSWS OSWAUA31M SAAIL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY.BU`LD`NG ARD ZONING REGULATIONS PROADED m THE JURISDICTION WYIRE PERMIT IS APPLm TO. 13.(a)THIS PS-D.PREPARED BY TIPS ENCIUM IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE S'EENFIC PMECT,L.MOE THE SITE CONDITIONS DEVIATE FROM THE P.ED. (b)CONTACTOR TO B£RESPONSIBLE FOR THE SELECTON,PURCHASE AND INSTALLATION INCLUDING URE SAFETY OF THIS PRODUCT.BASED ON THS.P.E.C.PROdOFD HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUStENT.CONSTRUCTION SAFETY AT SUE IS THE CONTRACTORS R£S'ONSI9IUIY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.MARL BE CONSIDEREDLWALND D'ALTERED m ANY INEAIS (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REWE ED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROXCT AND WHO WLL BE RIES ONSISLE FOR TN-.FROM USE OF THE P.E.D.ENGINEER OF RECORD,ACIDIC AS A DELEGATED ENGINEER TO TIE P.E.D.ENGINEER SHALL MOM TH THIS UTTER THE.SITE SPECIFIC URAYANGS FOR (a)ORMNAL P.FO.SHALL BEAR THE DATE AND OHIONAL SEAL AND SGNADURE OF THE PROFESSIONAL ENGWEER OF RECORD THAT PREPARED T. w RORMA BUILDING CODE(Hon High Velocity Hurricone Zone `A.,%p'L(IEA.� ''Ai,! ®2015 F/STER N METAL SUPPLY.UNC. �`V 41C'rev"• v -�- BERTHA HW,I oHIL E C O INC. Accordion Shutter System >M c A.V O�.�. FIV.MADE#1 W,OR W/0 FIV.WNDDN MADE TILLIT TESANG '& ENGINEERING COMPANY American Shutter Systems OE;CP'PIIpy wrz CRNAN TTY. M2. OF wss N.W.3M SL,5;c.3P3,1=1-GVIps,ALF N+ I Association, Inc. 1 OLD 11-192 4/13/15 ME. 4/13/15 j - ��i S $per--e PI-e;(305)871-1530.For o(303)871-1531 4268 Westroods Drive 2 �,�• "- ••'�v e` ° ^d!,ta-ftd- West Polm Beech, FL 33407 3 DRAWING No ''�a�ANAL ENG SAA`°� WALTER AOIran 1..PL 4 15=085 A,yr,,W IAEA. iLOnDA Ric,IT 44167 I P.E. SEAI./Si� LURE/DATE SHEET 6 1 OF 20 -]•.IfA 1sA7I eAOc® . VARIES 1 X91' Q 1.618• 4.371 a 1 O a Y 1 1 4.999' < GLAD—[.� 5 HV 90•/180' STARTER �-+�,+•+� OHV UNIVERSAL FLOATER w ' COVERED UNDER U5 PATENT$ 5458179 OUAunED FOR USE W/ HV BLADE 1Q OHV DIRECT MOU HV BLADE 1 1�A HV WINDOW SLADEe 6005-75 ALLAY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND tCMPER 'SEE IJ!ARA710N5 OF USE OF BLADE®ON SHEET 19BLADE 1 6063-T6 'U OYY At 1 TEMPER .373! 6063-T6 ALLOY AND TEMPER '12s• .095• !g7 67V 7.726eaz no7r _ 0.07 HV ADJ. ADAPTERR W� a' 137s 3. 6' -USa'--YA�'FT� t'S)HV WALK—OVER TRACK HV ADJ. BLADE Q1 QUAUnM FOR USE W/ HV 0HV TRENCH TRACK I ss• 3, - 6063-T6 ALLOY AND TEMPER Bir Efil QUALIAED FOR USE W/HV HV 6063-76 ALLOY O TEMPER BLADEQI ONLY. 1 BLADE 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U W/HV 5063-76 ALLOY 0 TEMPER vARfES 1,976• t' 1.913• BLADE 1 I VARIES 1936' 6063-T6 ALLOY 0 TEMP c 1.917' ink -�• "°3 __.,__'� - .100 67 .093'. •' 670i •1,686• 070 ((�I S �MD . 1 HV CEILING HQ HV HEADER/SILL f�3 HD CLING HEADER/S!NLY, QUALIFIED FOR USE W/HV BLADc'. t ONLY6063-T6 ALLOY AND TEMPS QUAJFIED FOR USE W/ HV BLADE HD WALL HEADER SILL SEE SECTIONS FOSEF. SECTIONS FOR VALIDITY. QUAUFIE0 f0R USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-t6 ALLOY ANO TEMPER BLADE tO ONLY. 6063-T6 ALLOY ANU ICNIPER COMPONENT A B TT T2 X Y t Y Y,Ott 2- : Z. !0.125- �1 2' s•wx� 1/6' t/6• 3- 3• O.e9D- ` ._............1 11 1 Q92• 5•mm,f 0.192• 0.192' ul SIDE ANGLESfi CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM AyQLES 19, I 25' 7'WJLi 0.190' 0.190' UPLTFI£D FOR USE ST HV BLADE O QUALIFIED FOK USE W/HV I BLADE 1 6063-T6 ALLOY AND TEMPER BLtDE 1 ONLY. ( 2' S'MA%.3 0.139" 0.131' 6063-T6 ALLOY ANDD.TEMPER 6063-T6 ALLOY AND TEMPER I 1 FIDWDA BUILDING CGDE(Hon High ,Veracity Hurricane Zone ��i.� 0 2015 EASTERN METAL SUPPLY,INC. R......... 1�.,''� BERTHA TM IcENSFice` fes' A Accordion Shutter System I L E C-0 ,,,. ■ ■ ■ ■ KV.BADE gt W/OR w/0 H.V.WM W BALE American Shutter Systems TIWT TESTING& ENGINEERING COMPANY Y 0lsr 1-19 a¢ WE- 94 31 r2Fr Association, Inc. t aA 11-:sz T/t3/Is rwL 4/13J15 '. STATE OF W °u ALAR.3Qn st,r.3Y V$F A (30S neem"ut 4263 Westrocds Drive 2 'ab-C Plan:(305JD7I-1570.Pcr:(305)871-1571 —DRAWING NO ®�7Y• 7 9 West Palm Beech, FL 33407 s I Si NA ��°` W'TIR A TILM Jr.P.E. 15-085 P.E. Sr('J@rj61G(;k0)RE/OATS rLrnT7A Le a ut67 s SHEET 2 OF 20 45'1-•2qu9 •I iEY1 i 1-70 i1ghTF CLNQ 1 4 TB y .743" i SSY.s. 6Mm IwMD �m37D0) 6WED f•A91 .062' RY' c1 .... �' .3f8 4 _ °•4 c•q_ Ln iarl)(oofftz owoYe r.A,m) 21 HV CENTERMATE 1FLOATING C .325 !- HV EGRESS LOCK OUAUFlEO ) &®ONLY o a 3' ' QUALIFlED OR USE ri%HV 41,>+WFlED FOR USE W/ HJ 6063-76 ALLOY AND TEMPER ED FOR USE W/ Hv BLADE T & I ONLY ,{ 6063-T6 ALLOY AND TEMPER HV CORNER C� Bls(DE � ONLY. BIADE UI &®ONLY. IFIED FOR USE W/h(V BLADE 7 QNLY °D te' 1' 6063-T6 Atli CND TEMPCR PLASTIC RTAO a 4 11 78" MOLDED ^, .- 2�J9' • �..•. 1 , a160'AFTER RNEDNG 06 1/4-0--20 x 3/4" BEFDRE Rn fTu+c ,y 1/4 0-20 RIVNUT; S.S. THUMBS,�REW x macs 914 AUAEXN(2024-73 wA+)(N.SE nARGE TIMI -F51s mr mmm.F!T.r j 1x20.A5 waAWr--V=BY AVDM OVW YEIrov+.PAIMPPOm.NEW.1racy 07051 OR COURL PLAN �TMV904 (?� HV MALE -T" LOCK CENT�� ' 6 LOCKER FOR "T" LACK CENTERMATE OUAUFlEO FOR USE W/FN BLADE t ONLY 20 HV FEMALE "j" LOC CENTERMATE (0 HV "T" LOCK ��ALTERNATIVE LOCK �QUAIJFIED FOR USE W/HV BIAOE 1�ONLY 6063-T6 ALLOY ANO BLADE OUAUKED FOR USE W/Hv BLADE J)ONLY WAW BSE 10 OR USE QUALIFIED �6.DAD FOR USE ONLY. � 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER- 6093-TS ' fl7 2 3.t61 � CYUNCER OR LY CruN7EA T14 .513 .— 10� 1'� �' aess•w. 1.725'Moa. MID UALJRED FOP.USE W/W BLADE 1D& A OUAUFIED FOR USE W/Mg BLADE 1 tc 'e 1 m OoD o g1 6063-T6 ALLOY AND TEMPERED63-T6 ALLOY AND TEMPER aS YARV-,Ir MX6063-T5FOR USE W/ i-N BLADE 1 be _A) 13W 6063-16 ALLOY AND TEMPER t ifN!LMTN CaMDER (sL MT'CA / DO - OR EY _ tiS ' , �..........- 1.57 Mm CriR:ODi y1 1.78'Moa LOCKING ROD Sir L-375"0 1/4•o ®,HD LOCK QUALIFIED rOR USE W/Hv BLADE(�1 �/ 13/�°�_1� ACETAL / HV 1/4" -20•AISI .304 BY REGENT HARDWARE MORTISE LOCXS SQSES zW Noox DOLT LOCI. 6065-T6 ALLOY AND TEMPER C.:/ 1 S FRIES S.S. THUMBSCREWS OUAUFlED FOR USE.W/HV BLADEQ&�A Q Q»(NSTALLAT)OH WILL REQUIRE A 7/16'HOLE OUALJFiEO FOR USE W/ hN BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone D ILLEQ AT TRACKS FOR PROPER EMBEDMENT QUI ED t a BLADED �11rLF V1.I III-IfG, 0 2015 EASTURN METAL SUPPLY,INC. NBF'J9 ° BERTHA HVTIA /7T71L71E7CAAS■�.A O .NC. . Accordion Shutter System H.V.aADE#1 W/CR W/0 KV.W DW BALE Shutter System. N- , Dmmwq= I oAn w mw BY; u.L T)WT TESTING& ENGINEERING COMPANY Association, Inc. f OLD 11-162 4/13/15 Cx1L 4/I3/IS r.a•, Q. •�d 6563 N.M.1602.St.'de.106,tt4G24t C/FBD)II it 1W 331 ...¢R�- ti•! Pn«w:(s )6n-753o.F.t(3os�71-tail _ 5268 Beac . Drive 2 DRAWING No .`5',-p•. LrG�i E- -1 'Nest Web! Palm BeOch, FL 3".rf07 3 15-085 ir�rrttSl�pltAtltlt"``` 11ALTLR A.Tt a 44 P.E. , P.E. SEAL/SI GNATUREJDATE °�"�'a 4167 a SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 12'AMEX cc tU w BLADE 1 4I i� TO etA7E 1 jaw L• .�"' +��. ® tal NV BLADE to W InhOW DUDE .0.06W „Y�Y Afiri� .oc HV LONG RECESSED NYLON BUSHING + fix I KNUCIOUE 'o oPEWI} 873' Y n (�) D. ® HV SHORT RECESSED NYLON BUSHING W NYLON HAT WASHER (DOR Q� ��',w ILII �DROON R'.t j� 3 ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I `.”. c 4 75o' X 0:870•x3/16'THICK NYLON WHEEL 3 I 7/e'eaa N"aTM"�' 0.188'0 AISI 302 SERIES S.S. RIVETS 315•0 sda� �' 0a1,0o• © HV 1 3/4•ACCORDION PIN W/ J8 HEAD * EXTERIOR I ;f f c 0 pmts ON a 3/4 Ss rsNi-x. ® HV 2 3/4'ACCORDION PN W/18 HFAD -I 41 47,h'_� � �^ 2+ 4 CCFM POLYCARBONATE IMPACT RESISTANT HV WINDOW i j- _ `f � + TYPICAL HV WINDOW BLADE tr1A AND POLYCARBONATE HV WINDOW DETAIL 00R 04 or ® iI rv.ts. ((SEE NOTE FOR REOUIRENENTS) DOOR POLYCARBONAjF IMPACT RFSISTAIJT ITV WINDO'N DRYER bAKROtON 3103 POLYCARBONATE * La I I UV-STABIUZED GRADE OR SABIC PIN EIDUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR14•�' To INNOVATIVE PLASTIC L CLEYAN 103 RESIN r� >< 3 I Q OR i (SEE NOTE 'F-ON SHEET 19). 0 (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR B07TOIA KNUCKLES OF HV ACCORDION SYSTEM W/ HV 0 OR j ® i ! POLYCARBONATE SOURCES FOR f HV BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR , �,� s fQ�T KT.. Nv vat OR (2) HV PIN 4@' MAY BE USED IN LIEU OF @ AND ONLY AT ® [x>Efeloe RIIOOi �� EXTERIOR BOTTOM C KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O P037s 9uoE's KNUCKLE. 0>�N: m�� (SEE NOTE rOR smx mia*n' ASTM RS o WW onu o/rr BLADE WHEN CORRESPONDING TO INSTILLATION "IT", SHEET 7. a4' 0 3 acoulRE+ENts) M f 1DQ.E r,Ein 91IIhcM JStY otJe 9AM PAL 930 isY+ i1fAxW.SiM,:b+Al 1@IC AitY DTDE +]'.•/1J CAs IP. (3) HV PIN 0 OR @ W/ 1/2' O.D. 7/16" THICK S.S. WASHER O o y� :; j nnnYe,L++ou�vs Aru E:Po 3wuu Pa"k 3m= SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETNL X, 8� ` _ E i 1 8ercc °` V� i 1 SHEET ' } M+MD C6D AS.L C2W +e.RYt t +1 rf-® ! ' WHEEL CARRIAGE DETAIL S 0�Dva ""°1"A' "'x - ASSEMBLY LAYOUT P+E a oua:IC A=oaa C-1 t= o-'01=11.Y.a: Sur &W own IC T PEO T ] A3TY C33 n.xr slw C"A,=-W A—6tE D]pt D.EL E3N1 PSA M.HV BLADE SOLID HV WINDOW BLADE DETAILS °�"'�'Dom--� A=SE E'°'°'� am t FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone "olPAtR li,Tk ,. 0205 TASTTRN uL7AL SUPPLY,Inc. �ticEB THA HVTM /rILIECO A & A Accordion Shutter System �/ Tl1C. . . . . KV.BADE#1 W/OR W/O H.Y.OWN BLAAfE TILUT TESTING k ENGINEERING COMPANY A1TIs(taan St1Ut18T Systems 6cx9aacN wtt Qy B.; Wy O �O!/ sus NeC eea.S.$LA x�Vmax worths.WWA 33I4Association, Inc. + d.D tT-I92 t/BITS SAM 4/13/15 pt—;(3os)$n-13w,ra:t]05WI-1331 4268 Westroods Drive x FJ;..�RfOP-4 - ,-mot tA..o'a West POIm Beach, FL 33407 3 DRAWING No "**''01VAL ENG".' wuT A.7kW Jr.rc 15-0$5 R �N1fi�610iARE/DATE nom`Lk:t 44167 s SH 4 Of 20 • *NOTES ON HV LOCKS AND CENTERMATES: o e o Y N s r u 1.MATBMRORY COMi11dN if,ONE FN LOCK(aorS}tALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN SHUTTER SPANELEVATION.HSV LOCK or ex"BE USED AS AN INSIDE OR UOUTSDE LOCK,ATT=.=TO�T�Q�ANY TYPC£JAERANTES W/(21 7/4'D-20 x 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK.SFIALL BE AS INOICATfA ON ICAL SH ATOM. Da� 2.CE0 L41-IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECORRY PURPOSES,UP TO TWO HV LOCKS 1? OR q9 KAY BE USED AS AN ONSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO cFN1ERF,UTFS ORSHALL BE AS INDICATED ON NOTE(1)ABOVE LOG1 N OF LOCKS SMALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Z. "� t) n IB 11Sm W/TWD HV.LOCKS]t LOCKING RODS ARE N07 TTEOUIRED A7 URRICANE POSITION.BUT MAY 1 - 4 5 96040_-)W`t�,* "g BE USED IF DESIRED TO SHUEEER PETTED LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSDTON). 4 MAND00RY CONDITION#2.•ONE HV LOCK(53 ®SHALL BE USED AT COWBOY CENTERMATES FOR AW SPAN A CT II AND INSTALLATIONS AT ANY ELEVATION.HV LOCK( or®SMALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHM TO�3 CORNER CENfEliMATE w/(2) 1/4 4-20 x 1/2"LONG FLAT HEAD S.S.MS.TWO LOCKLNG RODS-0 AT TOP&BD SFW1 EIE.USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER EE.EYATION, MKQMUM SHUTTER SPAN S ALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SKEET 12. C�I�F— ��K J aq 5 3 O.NE-AiTFRNATE 1LV LOCK MAY BE PIN UEU OF HV LOCK or FOR ANY SPAN AND ?S 6a TgY� IKNST TIONS AT ANL'ELEVATION.AL ERNAT LOC �tKAY BE USED AS AN SIDE OR OUTSIDE Lodi.ATTACHMENT f I Ali OF 1/4^4-20x3/4'S.S.THUMBSCREW TO®OR CENLEHf41T6 SwL BE MADE W/1f4 e-20x3/4'ALUM. / 1 bxE —r,.y b�� RNNUE AS SHOWN ON SECTION NUE,SHEET&ON LOCK SFIALL BE USED AT 1/2 OF SHLATER SPAN OR TNYK 1 CL-tlB V t' LOCKS,AT 1/3 OF SHUTTER SPAN. 8.U/NORTORY CONDIDON "FOR KFYSMMF{EaL11RNNP INSIALIMONS� ONE HV LOCK I I USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ILiji TO 90',AND FOR INSTALLATIONS AT ANY ELEVATION. W LACK 0 or 0 a 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO or S'NMLTRNCAL CENTERMATES W/(2) 11-V-20 x 112•LONG FIAT HEAD SS. SEE END U.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKL40 RDOS 0 W/ CONNECTION OR 0 TOP AND BOTTOM NS COMPLETELY MANDATORY. DETNIS ON D r F N 1 J K L Y P D x Y ■ SNEERS 10 k IB TYP.131u " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 CENTERMATE ,{� ^ ONE'ALTERNATE Ffl/T'LOCK d IIAY BE iHS�AUFO IN UEII OF MJ LOCKS �OR FOR AHY SPAN AND �°iAU'°IV•O°O®°"TD ,�e 1 STAUATIO AT ANY E1EVAIANN.Al. TE LOCK 00 Y BE USED AS IW MSIDE OR SIDE LOCK AITACK01c�1f lJ �� OF LOCK�INCLUDES IISViC RFJNPoRCWG LOCKE7��jN,/S SHOWN ON SECKKON MC.$HELT 4.WKgCH NLOST BE 10^���•'ti""'©,1�m .—_.._.- COKLNI.CTED To CETfiEWAATTS®ANO�Wf 1/4.4-2o K 1 1/z'LOKKG S.S.THREitDED B�.T W/7f6'o x 3/32• �� WINGNUT OR W/7/4'D-20x1'SS.M.S.NNTO A 1/4�'x 5/8^RNNUT.LOCK MAY BE P15RdLfD AT MI0.5PAN OR 12' L@J^ 7�•1��jDK�©�• 7O+�a MAXIMUM ABODE NND BELOW bU05PILN.USE GF Two LINING RODS�TOP AND GOTOL IS 6N.`>DATORY. " s•��Q• sd T •� %N.—pa HD LACKS & CEN('L R MATES- 1.RD LOCK W/HD t�TrEftMATFs r33 aR {M/+moi : ONE ALTERNATE NO LOCK Q MAYBE USED W UEU OF PICAL n HV BLADE SHUTTER ELEVATION W Lode OR Q4 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION:ALTERNATE HD LOCK @ MAY BE USED N.T.S. AS AN INSIDE OR OUT LO .ATTACHMENT OF KID LOCI 0 TO0IS W/3/8 x 3/8'F.N.SSAX,AND INCLUDES REINFORCEMENT INSERT AS SWWN ON SECTIONS NDB-M AYD HOC-NYC,SHEET 10.LOCK MAY BE INSTALLED AT MLDS','AN OR 12'MAXIMUM BELOW OR ABOVE WDSPAN.USE OF IDCOM RODS'7v'�1, IS COYPUMY OPTIONAL FM WME ME On High elocity Hurricane ne N 0 2015 EASTERN METAL SUPPLY,INC. ��CENS`T`�9% BERTHA HVTT� _ �IL EC O Sao. A,S,�,A� Accordion Shutter System TLV / .BADE gT W/CA W/O RV.IAINXHI NUDE TKLLR TESTING&ENGINEERING COMPANY American ShuNer Systems rR,, „v, wrE owAN Nm ML STATE OFAssociation, Ina 1 aD 11-1s2 +/13/ss Ilth a/ta is :'? N:S`5 N...3tx+.sa sN.aw.x' r✓,wlw.s.Ruga+asl / •'' f '<6� ra: :(�osSeT1-1sw.Fa.:E3os}an-1sT1 426$ Westro0ds Drive 2 �F6;•.,, R e-� coLcom West Polm Beoch, FL 33407 a DRAWING No ' .SIDNAL E�1�0` W41D A laLrr J-PE N SHEET OarJ P.E. SNtq� iiII�1RE/DALE n0R°'1 A+�lcT s 5 OF 20 CONCRETE HORS POURED ANCHORS .....�. oNCRETE (SEE SCHEME ON%w 13) I M CXNN(SEEGLASS1 OR oomnc 1 'o°iia 1 REQVLZN _ E OF i a�sm tctc � ' SCIUME OW ERD - •�ys...ao, a 'E SNIB I' +0 0.ua AnPW$E EKRS�NG Iu06mk� Y rCa 93m+c" i 9 r1AVTE>U I ;I EGsnHc r S ' I I 0104/4'HEX WASHER HFAD 1 f OR 1 a 15 3/ tNw mR SCRM 0 12'O.C. EDGE OF IM[if 3/D CONCRETE ANCHORS ff. ......./ 8 IF (SE SC1ED'JLE ON SHM 13) / ' APPLICABLE EDGE OF EDGE SLAB —m—n— ; ( "_ SLAB IF IFF 1i2 TORE a APPLICABLE i SLAB IF AC4'�U, APPUrJ�E E0. ' O. APPLICABLE POURED Rt1lRZJ FIAT PFi10 CONCRETE ANCHORS CONCRETE / D. CONCRETE RE (SEE SCHEOULE ON SHEEP 14) 4 t,etR 1u¢ . � PRUNED .__ ___ ._ REQUIRED FfAi HEM CONCRETE ANCHORS i M=(Da g l OR Com°ED 1---LC G.— D (SM SCHEDULE On SHEET 14) . 11 .TRE CH INSTALLATION AUD ONLY FOR UP TO}70.-75 MF A.S.D. Q HV FLOOR INSTALLATION fi HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING&FOR SPANS PER nG HV CEILING INSTALLATION SCHEDULE®a,SHEET,T _ CONCRETE AN774DRS (SEE is)mu E HUN 1/410 RN WIM TAKM W/SHEET1- I EOSTwO = m nN ' CLASS svwwv ro also H t F LGIASS--, ' rn1 1/m TAMXIX (D-- NG 4 iW.D.GB d t/410 IoiOS I I GLASS—' GllSS '-ice rnmu w sm»T t '""�1 ' w.as r,nt n I_ t314V-L lrfO Hr o e' WJL CC. FOR IS,,o a•-a'sww r o F11 t '_1'1 m� e-o'w To N-a'WX AMY "T i. ! 1 SEAM,v Ewrr 1ASTMER,GO 1 i (npjv NCExw9mtl 1/Z e. ' ®1OaJ/4'HFXrare UNN1,CK ! 3%e NAIL i '�' - '� O wa ,` SF3�C SCREWSJL�Xk/ T_017.O.C.p 3/4" INE(1'wFjI US TEK SCREWS 0 9'O.C. ; _ __ ,1z3 4•SD.S. '/�'~7�/{•#/ CONCRETE ANCHORS 6 , 7Oi / - rte,/a•.xo wm OR 1 {'0-20 SS.AIS. (Sa. ONIQ 9'O,Ct2'IM WI NUR9' ___ SIM 11) tR 18 '� •.•'�•• x•2.00•tJiN. DZTM Non WRIAMWV. � - 17 '/r' ' t7 ;� `;'� ED. t. BALL Tav(OLCMTK EDGE Sri rt \ �i 14-/4-1 S,O.0 .H.S.D.S. AllK/z CONCRETE ANCHORS NOTE 13(D) \\�5.�0 9'O.C. X-1174 POURED CONCRETE (SEE SCIEDNE ON ON SHEET 1 POGR75 w ONESr TC ixs) - OR CONCRETE D1.4.0'! SHUT 14) ON CONCRETE StOCK +.,.'•';. •:'•••.:• ` . rromN n �( KEYSTONE MOUNTING INSTALLATION °'DON cavCttErE HV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLATION "°"°"'� '°fes ttUUA,L Jft11W SPAN 6'b" REQUIRED HV RAINGUARD iNSTALLA_T_I�_ rmg: THIS N�rnR CP.BMAIAm OF MO MIS -- t REELAOVAAGLE w'R'c°r"SHALL ISE PFna, E D. EDGE DISTANCE TD AN OPERABLE E= 4 5E:ul+�^n°Hs or USE FOR I-SM SHS 4 FOR TiT'ICA. R (SEE SPIMFICAPONS ON 531M I3) OR ENTR ASSOADL , ON SRE[T" INSTALLATION DETAILS W/ HV BLADE ,H11M SECIH,NS CAN BE COUP __...............__...__ IN ANY WAY TO SUIT NNr INSTALLATION. FLORDA BUILDING CGDE(N°n High Velocity Hurricane Zone ®2015 FISTFRN UI TAL SUPPLY,INC. P� ENs BERTHA HVTM ' v� A S A Accordion Shutter System z_ >_ E C O l N c. . . . KY . .MME gi w/OR who KV.WW N a.AEE (`: I L* American Shutter Syslems e,III ,,,�, vrC Hr:1'" TILIJT TESTING& ENGINEERING COMPANY o'•, TATE DF Z =5 NAP, e,s..�,.3.%vr% A Pae DeS.111 MI Association, Inc. i OLD 11-192 4/13/15 UA,7 4/13/15 -��—� gyp, [-� P a�;(�5 71-ISM,Fe,;OW)371_1sr1 4268 Westroods Drive 2 DRAY C No '•.c c e-a;MT Om _ West Palm Beach. FL 33407 3 ENG`to WALTIR ANn1LLR71J,.P.P.E.-NAL . 15-085 P.E. Sr I"SIGNATURE/DATE �' 41167 SHEET Or D SEE END WALL -� SEE,pits ON too=RADS®.W to=(�o� OUT `f' INSTALLATIONS. W/ n HV N°�SL,.ac ®°� S. I N Do NO GLASS **ptAOE SIACIC tlETAI IM S VALID rOR ALL BLADE WZ HV CENTERMATES aWxOWAtES APP„-1,M MADE@, �°®�©•�av A1-0a"©� OR SEE END WALONNEGTION 10•�a®• ©•\J°' OGSIING CUSS 13ETAII-S ON SHEETS @3 Ile 7• _.._.._.._.. G 1/2' T OPPOSING AleGLE r/izY Vav t�acna t/Y a®•® SYMMETRYCAI ' + TO CENTERMATES CE R TES rrotq ,00/a•sHs o tz• u,x.sWnwmoN (+)itD.,/z'sus ro rasa i O.C.rvu LENGM Vs/ HV LOCK or J HV LOCK _ or ro anss AT U01 At4a(M) I (��* (SEE SCHEDULE 5 ` * 5* 1 N �J 3 ON sNEEr„) LOp® 40 5 NV il ®�®�®.pp ®p'o•®� ® HVB OUT ®a d®m©+O] b® 10+I)�a HVC -PLYJREO CW"ETE OR to•Q�Q.�©•®°• HVA /- ®•O-©�®•O• f ®°`® ® '� ! fxsrer cLAsz iaoex WALL ------------------- t 0• a a , aa SYMMETR_ ICS v' 7 '�"v'O'®" ema. wnoN I _i—8 ®° "�•��c-s �1 wEHvERo 6 oPnoNAi IN ©•(®,(��°A� ®�®�'®° SEE—41S 5 I NW.SFPARNWN -@.@ .^ * © 1-1-1081 ®'ll`•`Q•©'�'V'•� ON SHEET 11) / ro cuss ON SHEET ttEEI) (IMMOR)� ----- - --- ------------ '------- 0UT _ CONCMREE ANCHORS a — — — ---- * 1 1 is o.c a 1 * 3 ( VARIES i * n OUT _ 6 In-uax.sAac OUT g (oaEawa) HVE HVF** HVD FLORIDA BUILDING CODE(Hon High {velocity Hurricane Zone ®2015 FASt£RH 1fcTAL SWALY.IHC. ....... CEN '� � BERTHA HVTM � —E I!. E C O m, A,.S■SwA Accordion Shutter System KV.RADE#1 w/OR w/o Kv WNXNt RADE American Shutter Systems Omwnm TiLt1T TESTING h ENGINEERING COMPANY Ma Association, Inc. , 010 it-192 t t3 is M-- 4/13/15 •o: STATE DF '� exa xw.wa.s.s.�.vraxr.cvctiaa.rtma+atv / / P,—;(x5)ar,_,sw Y268 Y:estroads Drive z q,--.F�0910P °z mroow DRAvANG No tYes' Palm Beach, FL 33407 s s...�...L....�yv`���: WALtt®A TM f7f5�.P.E. A 15-085 P.E.��I A,A 4fiTrh�E/DATE noew L c 44 67 c SHEET 8 OF 20 POU POURED CONCRETE OR POURED CONCRETE OR RED CONCRETEOR RED CONCRETE OR CONCRETE C BLOCK WALT-RDOUIRED BLOCK WALL REQUIRED BLOCK WALL REOUIRED .�. BLOCK WALL REQUIRED �DRSIING GLASS( rDOSTING CLASS JAT -TD16HNG GLASS � i'7 OMOU"M - / - L 2"WIN DMM3 GLASS JJJ -F f _ 2.6671 -f-— To aAss(SEE LIt1 SEPARATION -� FA W 4 SOHMULE T SAMON�Na TO CLASS(SEE �) TSD a,%(%.(MM SCHEDULE ON stEI 1/1G i3•MA)C ON BEET 19 FOR 1 a ElAZQMD �f11ULE CN 9EET n FaR O AAE IDA (6063-T6)rn7rr. aADEs p&® at SHEET 10 Fut 1/2 ON SHIxAcc EET 9 F�m� ON S-EEf 10 FOR ALUM.CLOSER aADEsO&G PL o(LOCTHER TE L \ ! \ awLsO�Q$ I arnoQ& OF 4O) ( .T.USE 1-OR 2•MAK /;o,1/z sALs i l --_ (AS APPUC1BUQ.2'■1/8•.0'-2' i _—_-- . ALULMUM CUP ANGLE ------ a 16.O.C. ----- 4 (6or,-T6 N1Gl)AT DNEKiIf , — 4 (2)1/4'0 tt9cONSSANCHOORRS TO SEE DETAIL X F WNL AT I.O.C.(LOCATE AT EnHEs SIDE CONNECTION OR St mE OF 0) 1 OR �' 1 ORk@-A:j SIX OETAPL X rOR .1 �OR TO TRACKS SIDE CONNECTION .®.©.Oj-g .®- SEE DETNL X �•�- -6.7 a 8 IO.�w •®- � SNE COO 1 To TRACKS oj•®-®•�-o•®- ®•®-©-o-0•®- o-®-®•®-®•€�a�•® ON DET-® CTION ETAIL � 0 3 END CONNECTION DETAIL ANO CONNECTION DETAIL f0 END CONNECTION DETAIL 02 •RIX1111RED ONLY FOR SPANS CREAM THAN Ir-O- POURED CONCRETE OR �EXtSNiC CLASS CONCRETE BLOCK WALL Gt6 4 4 ..(� REGU6tED WL STiAJLti110N i1 1/2'SA - 1(I y _ TO CLASS(SaATIO O,6- Let�S Ara: 1 "b------ --�-=-- S FOR ON SHEET Ga. 1/2.60N. To QAR D --'-------_ ------ -'^ 6 OR 8�aR DOR sagnAE ON 4�T ON BEET 19 FOR ANCHOR O II FOR BADE®x!D ®1i CONCRETE EAt-Ls0&G 12•o.C. ��—._ .----- 5 u,Sma FOR 4 ANCHOR ___ _ OR 1@ Doc. V 2 MN.—� u 4 - --_ - --_ _i4x Mid_ --- H OR�OR EQ 2•MIN- 2"MIN. ♦SEE LTFIrA710.Y5 CT'USE FT%2 / 5 BI.LO'e©0.Y SHEET 19 (gCR®OR i�OR@Ofl(q �'— PLAN f 1 OR®' -©O'®^®®- DETAIL X L POURED E BLOCK ®'© ®'©®- TION CONCRETE BLOCK WALL �•o.�-©.�.©,©- 6•7 6 7 ��� HV BLADE OR dA), HV WINDOW BLADE INTO �.�.©.®.p.®. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL SO ®'®'�'®°�'�"�END CONNECTION DETAIL 6 O®-�®-® 0 '�'® FLORIDA BUIID;HG CURE Non High Velocity Hurricane Zone `a�`3(>,F•T! F'AA�., 0 2015 EASTERN MErx.SUPPLY.INC. BERTHA �cE_sJ S S A TY /777077EE76 tN�. , . Accordion Shutter System Itv RADE�t w/aR w/o N.v lunoow Beni American Shutter Systems Tµrc B, H1 TILUT TESTING& ENGINEERING CDMPANY Association. Inc. t EY.F)ii-142 4f 13/15 TMT": A I'LL 5 STATE OF :`¢ axi3 N V.3R1 n,s..3b,VSMM cuarn,Ilam.v1 F,".1-(305)871-LSTs...:(305)871-11531 4268 Westroods Drive z .C�:•. ORl `: c-moE:Tsecoaeal.cm, West Palm Beach, FL 33407 3 DRAWING No ,......•O``rJ'`� WALRRFLORIDA L�iTJr.P- 4 15-085 ,jA ONAL ``, P.E. SIL1j ATfURE/OATS c SHEETtnr 20 SCHEDULE #1 SQjJFQUl F g2 SCHEDULE 43 MAXIMUM SHUTTER SPAN 'L+"OR 'L- MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAx*"L+' 'N01E5' (ft.). FOR INSTALLATIONS OR -L--(TL)FOR R "L (1L) INSTALLATIONS ._. & of or INSTALtAnONS w/ CONCRETE& WOOD (,)L+:61A=tINUl1 ALLOWABLE SPAN FOR h GtVEH wj ONE H.V. LOCK or or ar Eig & Wj ONE NV LOCKS MARY P4vE As0.DESIGN PftE551f7E Rh4u c. HD LOCK (9 W/ N0 LOCKING RODS or ONE H✓LOCK or or OR W/NO LOCKING WALL• X B;C.D.E. M,N,0.P.0. AS.D.D'c51C PRESSUREOWABLE A SPAN FOR GTVT7 NEGATIVE CENTERLIATES &@ W/ONE HV W/NO LOCKING RODS ODS MOUNTING F, K&L R, S, &V. LOCK @ W/TWO, LOCKING RODS®TOP & (SEE NOTES t•tt) (VALID FOR MOUNRNO Q BOTTOM SEE NOTES 1t SHEET 7) FLOOR/CEI LING (2)PROCEDURE ( /11016NE NOR FL SPAN FOR q CONCRETE 4r WOpO CONCRUE MOUNTING C,H, t.it,S T.U.W &X WALL MOUNTINGS{10P/6DTTgd}OR FtQOfijCE1UND: CONCREE&1TODD INSTALLATIONS V un>✓A � & M MEN A POSIRItE ASO.DEtER6IfM1�TAhXWii5PA41�1'PRESSURE Rkn%'% iTiOtl SdtMULE 11� WALL NAUNI.W r10GQ/ODU'`10 ^UM4=DMON MOUNTING& n+isa nDop/+"Ac,+wONr:4' GNEN h NEGOM A.S.D.DESIGN PRESSURE RATING. { aA3) tlOUNONG OR amx_r7 :c i�I xM4 { t FUX MARMC DETERMINE MWVVM SPAN% FROM SCHEDULE. L t L=-- l a- 1-{R! L 4(A) L-(4) L f{51 L-(Al 0 WxwM SHUTTER SPAN 1+•OR 1-'FOR Ib'-0" IW-O' 1G-D' 16'-0' 30 =6':0• 16•-0' 30 te'-0' 76'-0• +W'LAnONS INTO WOOD VALL BE LIMITED TO FINAL MAM"ALLOWABLE SPAN IS EOUN.TO THE 30 DR LM 105 P-f.AS.D,OESICH PRESSURE RATING. ) u M OETERMIkED SPAN UVWEE1N'L+*AND t'. 35 IV-ID' t4' 675 Wr •-2' 16'-0' 35 - 1i'-14" 14•-10" 35 15'-216•-10 ' ' 40 i3'-=q• 13'-10` 14'-2• 15-2• 40 /3•-10' 73•-16r, 40 14'-2' 15•-2' (3}PROCEDURE.TO OCTERMAc MAXIMUM SPAN FOR 45 13'-i• 73•-1" S3'-Y 14'-3' 45 131-1' 13'-7' 45 IX-4' 14'-�' t IN CORNER CEFGmwc/3 MAY BE usm AT AL COM8114ATIONS IN 8EIWEEN WALL MOUNnN05 50 17-5• 12'-5" 12'-6' 13'-7' 50 12'-5• 12-5' 'S0._ 12•-3• =Y-t' MWNII-40 RGTAUATIQNS.t XUW SPEGFICATIONS W/Fl.tlOh/CBLtNO MOUN'tIN"1w: 55 - .-1' 12'-11' 55 11•-10" 11'-10" 55 IV-11 Ii-1S' SHALL F3E AS INLNGVED ON IUWWiORr CONOf110N f2 FOR h=N POSftr A.S.D.OESIGN PRESSURE '. 60 11'-4" 11'-4' 60 10-2 t0•-11•. NOTE j5.SHEET 5, RATING, DEM65 1O'-I0' 1O'-10" 11'-1" 11•-1t" 65 70'-70' 10•-14' 65 9'-5' f0'-1• Li+-M++a MAXN(.SPAN FOR WALL.MOUNTING INSTALLATIONS. 70 10'-6" t0'-6' 10'-9' 1t'-S' 70 10'--6" 10'-6� 70 8`-9` 9-4' Li+-NA%.SPAN FOR FLOWCDUNG NAUN72SG 75 10•-1" HF-1' 10'-4• 1t'-l• 75 i0`-Y 10•-=" 75 0'-9' t"I'�T THAT iUtXIMUM".�k"inm SPAN 1+"OR INSTALLATIONS. 80 9'-74' 9'-10" VY-0• HY-9` 80 9•-10' V-10" 1--'X10 MA147.it114 ASO.OCSING PPEMI E PATO FOR FOR A GVW NEGATIVE A.S.D.OESION PRESSURE -6' 85 9'-6• 919'-9' 10•-5' 85 9•-6" 9•-6" OISIALLOONS INTO OLWCWW OR OONCRETE BLOCK NAHUM _3• g-3• 9'-5• t0'-i` 90 g'-3• 9:-3».. SKU BE LIMITED AS FOLLOM DETERWhE: 90 9'-r 95 9• 9'-9" 9'-2' 0•-10' 95 9'-0" 6'-9• I- CONNECTIONS TO KEYSTONE MOUNTING L­MHC.SPAN FOR WALL MOUNNNG INSTALLATIONS. 700 8'-9' 6'-� S'-0' 9'-7' 100 8'-D' 6'-4' UWrMD TO +64,-72 P•s.l. AND 8'-0'SPAN. SEE Lr.MAX.SPAN FOR FLOOR/CClUNG MOUNTING MOUNTING(g)ON SHEET 7. INSTAL ATEONS. 105 W-7' 7'-11" W-9' 9'-a' 105 B'-7'-__~_T-1t' 710 6'-4" 7'-7' 6'-7' 9'-2' =10 W-4" 7'-7• FINAL WXiMUM ALLOWAOX SPAN IS.EQUAL 70 THE 715 a•-21 t-3 6•-a• e•-n• _1:s 6•..z'` r-3" SEPARATION TO GLASS SCHEDULE www"aer1.ml tt+••'t21'.-L'--AND 2-' 120 _B•-0� w-T7' e•-2' 6'-9- �i2a 6•-0- 6•-==' (4)C0 TO ANCHOR SCtiloCRAE:MTH FINS. WSXtMUM 125 Y-10' 6'-8' 0•-0" 5--5' 125 7'-10' 6'-6' - ALLOWABLE SPAN AND NECAWE A.S.O.OESIGN 130 7'-6" 6,-v, 7'-70" W-1, 130 7•-0' W-.S WIND ZONE MiNIMUM PRESSURE 7M'0NC TO DETERMINE MAXm4UM ANCHOR _ 135 r�7"_.. W-2' 7•-9' ,.Y-9•- 135 7•-7' 6•-z• SEPARATION .�_140 7'-5' V-11' 7'-7" 7-6' 140 r-3 5'-11• ASTM E-"'11996 145 7'-3' S'-9• 7•-5' 7•-3' 145 �7-3" 6'-9• TO GLASS 150 7-2' 5'-7" 7'-4' 7'-0' 150 .7'-2• 5'-Y 155 V-0" 5'-51 2-27 6•-9" I% 7•-D' s-5 1 THRU 3 1 160 5,-11* 5-2' 7'-=' 6'-T 360 6'-11' g-2=.__.. 165 V-10" V-7• 7'-6' 6'-,V 165 W-10" 170 6'-9' i'-Ii 6-11' 6'-2' 170 6'-9' 175 6' 7" 4'-9' 6`-9' 6'-O175 6'-7' ISO 6'-6` 4'-6` 6'-6" 5'-to- 160 6'-G 4'-6• H Y BLADE 105 6'-5' 4'-5' 6•-7" S'-6' 185 6'-5• 4•-0• 19D 6'-i' 4'-5" _0`-6' W-6' 190 ._6-i»_ -.,i•_S' -•.4•-r_.G-5" 5'-•5' 195 6'-Y 4•"3• 200 6-2• 4•-2' 6'-4' S'-3` _ 200 V-2" ❑ 7O1yy�nAA�plIttnn tnt����99aa�1���VVT1�t.�L tArr 205 6'-7" 4=1" 6'-: 5'-t' 205 6'-1' 4'-i' I LOl1t1l/1 UutL1 N 4VUL(Ron Nigh Velocity IlUrricone ZOD6 11t111At11111111/ftff Q 2015 EASTERN METAL SUPPLY,INC. Ilk BERTKA N TM r�''� l_ E O O� � ; � .�� Accordion Shutter System ��- - s RV.&"#1 W/OR W10 Ku 11 WN HNE �•�C1''; -TILLTT TESTING & ENGINEERING COMPANY American Shutter SyslemS N. olscevn7N oAr6 tx14rN 7hGY. 4 " ;k Association, Inc. I OLD 11-192 4JIS/=5;S14;EET T sj3J15a w Kw.38,St.sue.3a1 YKm GYoM nnw.371X z- Pnns (SMWI-1530.F�:{305}971-=53t 4268.Westroods Drive 2 KNGoc 1444 m�tc�nesxrti, West Palm Beoch. FL 33407 s MnR nAWA Tal+Sci s 0$5E 6 OF 20 MMMUM ANCHOR* SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE Maunors 1:D.R N ON SNYLWs 6 It 7) 1.ANCHORS TO SURSIMTE SHALL.BE AS FOLLOWS: woes oaaeTt✓oaHa oe MIAMI M1 T47=ODIC 31F (A) To EI(VING POURED CONCRETE:(urn.C.-3 ka) (E)WALL SILL MOUNTING ©CEILING MOUNTING Q FLOOR MOuuw - t/4'9 TAPCOH OR TAPODN WmH Aovmcm THaE mFjj TEctiNcLDGY ANCHOR%AS MANUFACTURED RY I.T.W.6NaDM(Yn.r. v 3 Lm SPAN ANCHM SPACING GM -1/4'Y x 3/4'ALL PIXNTS SOLID-SET ANCHORS,AS DISTRIBUTED IN ALL POINTS SCM,BV T&SPECIALTY COUPAHL(Nm.fe=3 k i3 LE ppET911IMM FF=M FXM x TR�es roust L®1 TIMM F8=K EOTR -1/4'9 MME TAP CONCRETE ANC IMRS W/CAP AS WaNFALTURED BY FLORIDA FAsrExERs DOW.mc.(Ir r9 n 2 kzO 30 140160 75 90 1201100120 301404XA4 75 90 120 160 JO 40 60 7S 90 120 160!20 TAPCON MM ADVANCED -T/4'/TAPPER+ANQNORS AS YAh^JFACTURED F7f P02kT"'fASTFNFRS,0N0..AFD OLS(TRBVIkD BY ALL f'00NIS SCREW,EOLT k S'PEMLw 4 1z o D a a 6 14 12 10 9 a 8 6 14 1 10 9 5 a 6 a AHRFADFORM TECHNOLOGY C614PAN[OR ANY 011iER APPROVED LICENSED OR H70NOR®VENDOR ROCISTFRED WITH YHE AMORCAN SHI ITER STSTEYS ASSOCUTION,INC. (Lr-r.-3k. R LM 14 12 ID 9 e a e 5 14 12 to 9 a a 6 e 14 12 10 9 a e a e ALL POINTS SCUD-SET ( -14-12 10 9 a 9 5 8 14 12 f0 9 8 9 8 0 14 12 10 9 a a 0 S HaT61 N t2 to 9 6 6 a 7 N 12 10 9 a a 6 a /4 12 10 9 a 8 6 5 ��TM'W/CM At)LATIUM EMBEDMENT INTO POURED CONQSTE OF TAPCON OR TAPCON WITH ADVANCED TFDR'ADFGRY TECID70L0f.Y ANCHORS AND TAPPM+ 14 12 10 8 e 7 SS JS 74 12 10 D B 0 6 6 14 f2 10 0 a a 6 5 TALTOL+ ANCHORS IS 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 4'-0' 14 12 10 9 6 1 6 6 14 12 10 9 a 0 4 a 14 12 10 D 6 e a 55 14 12 f0 9 8 9 e 4 14 12 10 9 6 a 6 45 14 12 1D 9 a 0 4 33 A2)YAUMITM EMBEDMENT OF 1/4'0 it 3/4'ALL POINTS SOLID-SEr ANCHORS MALL BE 7/8'NTO THE POURED CONCRETE NO F3D3EDMEW 14 12 10 9 4 a 6 45 14 t2 10 9 0 D _L 1124 12 1111 9 6 a 6 ALS INTO STUCCO SNAIL BE PERMITTED.1/4'4-20 SS.MACHINE SCREW USED SMALL BE 1 1/2'LONG MIMMUU SHOULD STUCCO DOST,AND o t 14 12 10 9 75 5.3 33 - 14 12 10 9 1 0 8 6 S 14 12 10 9 0 7 SS 4 •s¢/Si4tf016 is 9+¢7 t9 NPOa 1'MMAU11 FOR WALLS WITH NO SRSCO. _ 9A.TC trt $•-0 14 12 10 B 8 a 6 6 IA t2 10 0 0 a 6 SCS 14 12 10 9 6 8 8 45 14 12 10 9 8 7 4 - 14 t2 TO 9 e e3 5 JS 14 12 10 6 55 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY V£NEFA BE FOUND ON THE EXISTING WNL OR FLOM 14 12 10 9 5 73 43 - 14 12 to 9 0 e 6 45 14 Ti-t0 9 a a ALS 75 ANCt01SSKILLS7 _BE LONG ENOUGH TO REACH TILE MAIN SIRUCNRE ED=SAX WALL FINISHES.ANCH3RAGZ SMALL BE AS jhWATED ON 14 12 95 T3 83 4.5 - - f4 12 10 9 8 73 55 4 14 12 f0 9 8 8 u 35 NOTE.A7)h A2)ASWE.fOR INSTMLATICNS On VINYL SIDING OR DFS WITH OR WODI0UT LAVAL STUDS CONSULT TMS ENGINE .FOR 14 12 10 9 a a a 14 /2 f0 9 l4 12 10 9 a 83 '3 33 INSTAIUQ INTO ETAS WITH METAL snot SEE SHEET 20. 14 11 't0 9 5 53 ] - 14 i2 f0l a 7 33 4 3 14 iZ 5 &5 AI 4 3 T4 12 l9 e e a - 14 12 io e 6 as s n 14 12 10 85 a 0 1 4 1 1 (0) TO DUMI NG CONCRETE GGOCL(ASNN c-DO) 14 12 8 as 63 J - 14 12 to 9 a OS 45 35 14 12 f0 0 7 5 35 3 -1/4'9 TAPCON OR TAPCON Mat AMPICED TIHREADFORM TECHNI)LOCY ANCHORS.AS MNHLFACIURED BY LLW.BLRIDDL 14 LT 10 ix f0 D 6 7 S 4 14 12 10. D 73 5.5 4 3 -]/4'9 x.3/4'ALL POIMS SOLED-SEr AM HORS,AS DISTRIBUTED BY ALL Po0R$SCREW.BOLT$SPECAL7Y COMPANY. 7-O. 11 12 10 a OS 4 - - 14 129 7.5 6 43 35 - 14 E-3 7 JS 43 35 - - - 1/4'f RA BLUE TAP CONCRETE ANCHORS W/CAP AS WMEACLURED BY FLOFASTENERSDIRECT.WC. 11 12 70 a3 7 4 - - is l2 110 8' 73 63 4 - 14 t2 9 ] 73 43 - - -1/4'4 TAPPER-ANCHORS AS MANRIIAC EARED BY POWERS FASTENERS,INC..AND DISTRIBUTED e1'ALL POINTS SCREW.8017 do SPECIALTY 14 11 J SS 45 - - 14 12 D 73 55 4 - 14. 12 D 7 S 43 3N'-_ COLB'ANT OR ANY OMfR APPROVED LCENST:D OR AUMOR7M VID10OR B=RED WITH THE AUFR'CARN SHUTTER SYSTEMS/SSOCLITION,INC, fl,-0 14 ix 10 9 0 f.5 - 14 f2 9 a 6 1 - T4 12 f0 p 83 5 33 - NOTES, ._...._._ 1ti 12..0_.6.S 53 4 .3 - 7S'8; e S 4 S 14 12 63 7 as S - - 8.0 MINMUM WISDUDNT INTO CONCWM ULM OF TIWCON,BLUE TAP W/GAP AODM AND TAPPER+ANCHORS IS 1 T/4'AND TAPWN fa 2t 93 73 a - - 14 12 93 8 63 5 - - 1< 12 5 0 63 4 - WITH ADVANCED THRFADFAN OR&I TECHNOLDOY ANCHORS IS i'. 13 93 65 0 33 - _ - 14 12 10 a 63 0 - 14 12 a 65 5 4 B.-0. 14 12 30 9 a - - 14 12 t0 9 75 43 - - u 12 115 7 a.5 a - - B.2)YIUMUM EYRFDNFNT OF 1/4'A:3/4'ALL POINTS sp„fp-SET ANCHORS s14V1 BE Elmilm E.lm m DRO THE www BLOCK.KD /4 1f3 73 B 4 - - - 11 it ] 3:6 D 35 - 11 !5.5 fS 33. - - - EMBEDI¢NT INRO STUCCO SHML BE PFRNt1TED.1/4'9-20 SS MACHINE SCRON USED 9UlL BE 1 1/2'LONG YIMMUII SHOULD STU= 14 13 B 6'3 43 - - ti i2 B.5 7 SS 4 - - 14 10.5 7 55 6 43 - DIIST,AND 1'YDNINUM FDR WALLS WITH NO STUCCO. I5 53 53 4 - 14 12 9 7 a 43 - - H 11 7 59 43 SS - IO'-O' 14 12 10 9 73 - -_ - 14 12 10 a 65 5 - - 14 12 e 6 5 4 - - B.3)IN CAM THAT PRECAST SIONE PRMA5T CONCRETE PANELS,PAYERS OR Mir VENDER BE FOUND ON THE DOSTBIO WALL OR FLOOR. t4 f 7 5 33 - - 13 95 5.5 S 4 3 - - 10 73 S 4 3 - ARC S SEUL].BE I=ENOU47H TO REAM THE AM STRUCTURE BEHIND SVD WALL nxistim ANCHORAGE STOLL BE AS IN02'JATED ON 14 11 74 SS - - 14 I13i 9 6 5 4 12.5 931 6 5 4 4 NOTES B.1)k 8.2)ABOVE FOR INSTALLATIONS CN VDM SIOM OR DFS WITH OR WTMOUT KETAL ST1AS 0012AILT DIS ENGINEER. OS- 9 5 - 14 12 a BS 55 4 - IS f0 6A 5 4 3 FOR INSTILLATION LNGO DFS WITH METAL SAM SEE SLEET 2'A 11'-0' 14 f2 .1 - - - - - 14 12 9 7 a 4,5 - - 14 10.5 7 53 43 3.5 - 25 DS S - - 12 9 0 43 4 2 - 9 7 r5 J CC) ANCHORS SHALL BE 6NSTALLm FOLIDIVING ALL OF THE RENLivF?NOATICNS ANO SPECTICA'lAVS OF THE ANCHOR'S W.NI>:ALRLREA. 14 it 105 7 55 4,51- - - /3 6S SS 43 '75 - - - 93 7 45 - - 1. ,5 Ts e s - - 1x D a .s 4 (o) STS SCHEDULE BELOY FOR EDGE DISTANCE(EAJ VERSTI'SPACING RELATIONS 01 FOR ANCHORS. 14 12 12 - - - - - 14 12 O OS t4 - - - 13 m bs a 4 - - - EDGE OTSTANCE VERSUS SPACING SCHEDULE FOR ANCHORS, IS ad 43 - - - - - f1 0 53 4 - 0 0 4 ] - - - YA W11 ANCHOR SPA^CINCS ARE VALID FOR LOGE UISTANCES INDICATED BELOW.FOR E OL LESS T1MN TIC NWGT111.BLOOM ANCHOR SPACING 7.5 75 6 - 13 93 &S 5 - 03 8 5 4 BY NULTIMYI G SPACING%OWN Oto SCHEDULE BY THE FOUJ7p.NG FACTORS.a5 - - - _ - 140.ST5585 53 45 33 - REDUCED SPACING OBMlNED USING FACTOR 5tNLL NO/RHE LGS TINY U96UUN$PALING INDICATED FOR EACH ANCHOR TYPE-0' t4 u _ _ - _ _ - 14 ns 75 6 9 a 49 4 _ _ _ FACTOR OS8 - 10 -5 5 4 -1- 73 53 4 3. - - - ACTUAL 12 9 6 45 - - 95 7 a 4 - - - - EDGE TAPCGN 1HFEADFDRL(TECHNaOCY ALL POINT SOLID SET BLUE TAP W/CAP TAPPER+ 8 6 - - - - - - - 93 63 5 - - - - 03]3 6 1 - - - - V 0 aGiTANL•E U.N.SPACROG 14'-0' to 12 - - - - - 14 ID.S 7 33 - _ - - 11 85 53 ALS__ - _ - ED. MCH.SPACING.3' MIt SPACING.Y DCN.SPACING.3 1/Y Tata SPACING m Y 3 J/4' 4' To-7 _ _ _ _ _ - B 7 43 33 - - - - T 5 35 ] - - - v s �E W/ ONCRUE CONCRETE BLOCCOURED CONCREIT:A NIP.CL O}GL4L. E BDOC IE E7ACKA CONCRETE DLOCICS POTTED H 4GM C@CETE EIDDC 13 a - - - - - - ilia SS 43 - - - - 9 e5 43 - - - - W HALM EAT, Jr HK M.31/r LDL M.21/r Lel FD•3 1 MIL.. tst�•]1/Y M-2 I/r 12 1 D a - - - - -j9.3 7 u - - - - - 3- Lo 0.90 1.0 o.�s 1.0 0254 1.0 14 - - - - - - - - - - - BLADE WORKING o osH 1.0 -_..• os7 Lo 9 - - - - - - - e5 5 3 -es 63 4 - - - - - IN UNISQN♦ - - iD - - a.5 a s -1- - eS e 4 - - - - 2' alt OSt ] - - - - - - - 15 83 55 - - - - -Is lf3 43 - - - - - T 3/4' - 0.91 - - - 0.43 25 c3 6 - - - - - to 73 5 - - - - - f t a a 4 - 6 IS 3 a - - 035 M 7 s - - - - a a 4 - . - - - (I.ORIDA RUILDING CODE{Non High Itlocity Hurricane Zone 0%lik A,TI((/T✓�,'� CD 20)5 E7LSTEiO7 METAL SUPPLY,INC, rENSF''9 '' BERTHA W, /775L E C O ENT:. 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