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HomeMy WebLinkAboutProduct Approval 1/6/2021 Florida Building Code Online Business • BCiS Home Log In User Registration Hot lbpks Submit Surdnrge State a Fens PuNicatiorrs ConW Us KI3 Site Map Links Sereh dbor io Product Approval U3U:Public User Prach&Aooroval Menu>Product or Agplcagon Ssamh>agWiGaiiialin>Appgsetion DetaR i III FL# FL389-R10 Application'type Revislon Code Version 2020 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 do bfeeley®eastemmetal.com O!i fo Authorized Signature Bill Feeley V`��e�/ `��� Irodriguez®easternmetai.com �5 P V �t'S 00e o �o a cO,%3N Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Fill C Opv 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 Waiter A..Tlllit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann In Validation Checklist-Hardcopy Received Certificate of Independence FI 389 R1 n COT cot ASSA BLADe1 .ndf Fi 389 R10 COT COI ASSA BLADEI 2.gdf FL389 R10 C01 CQ1 ASSA BLADE3.Ddf Referenced Standard and Year(of Standard) Mandat t YAK ASTM E-1886 2012 ASTM E-1996 2012 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code www.floridabuilding.org/pr/pr opp o.aspx9param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXPOxaLB87Zzg%3d iri IMM21 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/15/2020 Date Validated 11/06/2020 Data Pending FSC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL S Model,Number or Name Description 399.1 _ Bertha HV Accordion Shutter-Blade Extruded aluminum Interlocking blades retained by tracks(top 3-(Non-HVHZ)-Drwg 20-165 and bottom)for storm protection Umks of use installation instructions Approved for use In HVHZ:No FL389 R10 Ir OWING Aces BL eDE-3,2f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. 1 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:WA Evaluation Reports Other:Large Missile Level"O".Max span is 12'-3"for 40 psf fL389 R10 AE PER ASSA BLADE3.p positive ASO load and 13'-0'for 35 psf negative ASO load the Created by Independent Third Party:Yes HV3 blade w/o window blade,5'-2"for 110 psf ASO load for HV3 blade w/o window blade and 8'-11"for 62 psf,W-11"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations into Metal E Stud walls is 79"for max.ASO pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASO pressures. 1Ldrowingsfbr _ Bertha HV Accordion Shutter-Blade 1 Extruded aluminum Interloddng blades nets ne racks(top Only-(Nan-HVHZ)-Drwg 20-164 and bottom)for storm protection s of Use ^-- -- -- InstaNation instructions - ved for use In HVHZ:No FL389 R10 11 DRWING ASSA__BLADEf.gd ved for use outside HVHZ:Yes Verified By:American Teat Lab of South Florida,Inc. r ct Resistant:Yes Created by Independent Third Party:Yes gn Pressor:N/A Evaluation Reports r.Large missile level"O".Max.Span Is 16'-0"for 30 p.s.f FL38g RIO AE PER ASSA BL&D I- f ve ASD load depending on centemnates and locking rod Created by Independent Third Party:Yes uration for the HVt blade,8'-0"for+64,-72 p.s.E A.S.D. or HV blade for Keystone mountings 7'-0"p.s.f.for metals ountings and 8'-0"for 110 p.s.f.for HV1A working in n.See sheets 7,it and 20 respectively of installation ngs for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking b-ties NWnee -y backs top ` COMBO-(Non-HVHZ)-Drwg 20-163 and bottom)for storm protection LImRS Of use Installation Instructions Approved for YM in HVHZr No 176J89 RIO 11, DRW ASSA BLADE1 2.0 i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact ResLtitnt:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1 Other:Large missile.Max. 16'-0"span at 30 p.s.f ASO load FL389 R10 AE PER ASSA BLAQCj 2.odf for Blade 1 and 18'-0'for Blade 2.See schedules on sheet 12, Created by Independent Third Party:Yes (25 and 28 respectively �- ' � 0 qua::2601 Blair Stem Road. PL 3=Phone:850 487-1824 The Sfate of Florida Is on AA/EE0 empWt*r.CapKdgM 20e7-2013 state at Florida ;:Privacy Statement::AccowilitiftV Stotamont::MWW t Under Florida law,am"addresses ate public ieards.It you do not want your a-mad address released in response to a public-racords request,do not send dectrmdc mall to this entity.Inftsad,contact the oRice by phone or by traditional mall.V you have any questions,please contact$50.487.1395."Pungent to section 455.275(1), Florida SbhRas,eBedive October 1,2012,licensees licensed under Chapter 456.F.S.must provide the Department witll an amass Kwm 9 they have are.The sma& provided may be used for dkW comriunication with the liwnsee.However small addresses we public record.If you do not wish to supply a personal addna,please provide the Depertinant with an small address which an be made ovaaable to the public.To determine a you are a konse•under Chapter 455,F.L.plew dick bEL- Product Approval Accepts, Credit Card SO* www.floddabuilding.wWpripr_App_o.aspx?param--.vGEVXQwU)qvYYHH2vJvx53MwsXdCOtOXPGxaLBB7Zzg%3d 2/3 GENERAL NOTES: I. WID A H.V.ACCORDION SHUTTER SYSTEM SHOWN ON TNIS PRODUCT EVALW11011 DOCUIENfI N LP.ED. MKS BEFA1 LEWFIED i0R OOMR.YVVCE MI WITH iNE 2p10(7tlt III OF THE FLORIdt BWIDINO CODE.RWS ACCORDION SHUNTER SYSTEM SHAL NOT! ULSTAtLED AT HIGH rElOC11Y ZONES. DESIGN WIND LOADS SHALL.eE DETERMINED AS PER SECTION 102D OF THE ABOVE MENTIONED CODE,FOR A eASC WIND SPEED REQUIRED BY THE J)RISwCR01 WHERE SHUrrE1H WILL T LE OF CONTENTS BE METALLED WITH A DIRECTI NAUTY FACTOR Kd-0.55,USCG AIDE 7-16 AM SMALL NOT EXCEED THE MAXlMtM(Asa.)DESWN PREMRE RATINGS MDCaw ON SHEETS It TIM T5, 19&20. IN ORDER TO VMIWFY THE ABOVE CONDITION.ULIMAW DESIGN WINO LOADS DETERMINED PER AUX 7-16 SHALL BE FIRST REDUCED WINDTO A.S.D.VEM4 w Laos AREA to HY NAB�A BY MUL7ILYH14 THEM BY 0.8 M ORDER TO COMPARE THESE W/MAX.(AS.D)CUM PRESSURE RATINGS INDICATED ON SHEENS I THIS,1.1, 19 t 20, GENERAL NOTES SHEET I IN WO'ORDER 10 VERIFY T COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED.WERE NOT OVER STHIESSEQ,A 33 S INCREASE IN AlOWAOLE STRESS FOR WIND Laos WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND WRATMON FACTOR CO-1,00 WAS USED FOR VERIMATION OF FAS OMM IN WOOD. SUM N.V.ACCORDION SMRTER SYSTEM'S ADEQUACY FOR WIND AND LACE MISSILE iVACY LOAD HAS BEEN YMIED IN ACCORDANCE WITH SECTION IWILI,2 OF THE ABOVE MENDONNED CODE AS PER SYSTEM COMPONENTS 2t-37 SHEET 3 An REPORTS: TYP1Ck SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE Nk WINDOW DETAIL -NV BLADE O►0214D1-a3,/o71s.01-03,/1004.0t-as,)1214Ai-1Y,/0317.02-06,}0609.01-10 AND#MO.01-11 AS PER TAS-201.TAS-202 AND YAS-203 PROTOMs AND ASTM E-1886 Ar&A p;FN 9un'M Am tN WINDOW &Am AND E-1996 STANDARDS(ARSSLE LEM 0.WID ZONES 1,2&3)s 112MOI-10 AS PER Trs 201,203&203 PROTOCOLS LARGE Mssrs. (MN AMC" -W WIDOW MAW 0/0so5.01-09 AS FOR ASTM E-1886 AND E-1996(MISSILE LEVEL 0.WIND Z1MES 1,2,3)BASIC PROMUM ONLY AND/0725.01-W AS PER TAS 202 PRODCOL. TYPICAL SHUM ELDWION 4 HONES ON LOCKS SHEET 5 MSTALATTON DECALS A-F, CONCRETEJBLOW SHEET 6 2.W SLADE(3 AND W WINDOW BLADE 0 ARE ENGINEERED TO WOW IN UNISON MR EACH OTHER UNDER THE GENERA.L9RTAMRIS AND CONOHWNB OF USE IDK'.ATED ON SECT 19 06DIJAIM DETAINS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCREWS).USED AT SLAVES KN)CKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SMALL BE jltdL75-AND/14x1.75'RESPWTNI].Y.410-NT Mew"SERIES CENIERMATE OETNLS W SHEET 8 STARLESS STEM SCREWS WRH 135.0 kM YIELD STRENGTH AND 180 lit TENSILE SIRENCK PINS SHALL BE COATED WITH BERTHA MN OACROSWLD COATING SYSTEM AS MANUFACTURED BY APPROVED CENIERAUVE ALTEViATIN I DETAILS HV SHEET 9 COAING APPLICAMS.REGISTERED WITH AYlI6CM SMATTER SYSTEMS ASSOCIATION, PINS MUST BEAR THE W MARKING ON THEIR WAD. 4.ALL AIMINW DITRU WAL L ALL BE ALUARNUM ASSOCIATION ALLOY AND TEMPER AS MM90 ON SHEETS 2 AFRO 3.MMA M YIELD STRENGTH FOR 6063 AND N.LOY IS 30 0 iisi D 35.7 ko FOR END CONNECTION{)SEMIS 1-6.CONCRETE/BLOCK SHEET 10 8003-15 ALLOY.ALL ALUMINUM WRUSNONS M CONTACT WITH DISSIMILAR MATERIALS SMALL MOLY WITH SECTION 0-e OF THE 2015 ALUMINUM DESKMM MWIAL. MAXIMUM SPAN TABLES SHEET T I ANCHOR SCN+EOtR.E-CONCRETE 8 BLOCK SHEET 12 'S•ALL SCREWS TO BE STARLESS STEEP 304 OR 315 AS SERIES OR ODRROSDN RESISTANT COATED CARBON STEEL AS PER ON WGIS VM 50 k i MIN.YIELD STRENGTH AND 90 kWt AIM.TENSILE STHEM M. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AID SHALL COMPLY W/FLORIDA BLAJMJG CAGE SECTION 24114 3.4. ANCHOR SCHEDULE-CONCRETE B BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 0XVAX ED SIEEL,OR AM 904 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YARD STRENGTH. A14CHM SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS.W BLADE(D:12.13.14.15 AND 20 INSTALAA110N DETAILS M-R.WOOD SHEET 16 HV MADE O e O WORKING IN UNISON: 12, 13 A 15 INSTALLATION DETALS S-X.WOW SHEET 17 LAND CONNECTION DETAILS 7-12 k X,WOOD SHEET 1s 8.THIS BERTHA N.V.ACC 0MM SHUTTER SYSTEM SEARS A U.S.PATENT/6'77ASe2.COAIPMWS OF THIS APPRRAAL ARE COVERED,IN WNOL.E OR IN PART BY US. PATENT/5'456,179 ISSUED TO EASTERN METAL SUPPLY,INC. S. IT SHAD.BE THE RESPGIARRLRY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 TO BE A71ACHEO TO INSURE PROM ANCHORAGE.CONTRACTOR TO MAIL/CAULK A A �Nl](SW AIDE DAILY ALL SKITTER COMPONENT ED=WHDH RDMAM,THRU FWD"IN CONTMUOUS COWACt MN THE BUILDING TO PREVENT WIND/RAM WMISOM TYPICAL SMtt1T1ER ELEVATION SHIFT 19 10 EACH VNTT>r� PE ENGAGE RMANW�IN AA vSI t � W W WANING NOTE;DLMMG PEFOODS OF HURICAHE WARNPRIS HOW OW W.TENANNT.OR OTHERS,MUST PROPERLY CLOW ALL W AND HDCENTERMATES AM 4- W�� $LADF-n 11.SM)T1ER MANUFACTURER'S LABEL SMALL BE LOGAYED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 170&9.3 OF FLORIDA 8U60MG CODE.ONE LABEL SHIN.BE INSTA1A71ON DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPEMNG.lABELMG TO COMPLY WIN SECTION 1709.9.2 OF THE FLOROA BUROMG CODE. 12.BERTHA H.V.ACCORDON SHUTTER SYSTIVS INSTAlUT1O1 SMALL COMPLY WON SPECS INDICATED 114 THIS DRWING PLUS ANY SWUM AND ZONING REGULATIONS PROVIDED BY THE JUR601CTION WHERE PLUM S APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY T/I5 ENGINEER IS GENERIC AND DOES NOT PRDVOE MFORMA110N FOR A STYE SPECIFIC PROXCT7 Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE PIA (9)CORMCM TO BE RESPONSftE FOR THE SELECTION.Pl1RClMSE AND META IATDN iNCL.UDMG LIFE SAFEEY OF THIS PRODUCT.BASED ON THIS P.E.O„PRMIDEED HE/SHE TITLES NOT DEWlE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DEMO ON TN1S OOCUMM.CONSTRUCTION SAFETY AT SITE IS THE CORMWIOR'S RESPONSI ILIN, (C)THIS P.E.O.WILL BE 0ONSWEREn MYAUO 1F ALTERED SY ANY MEWS. OBTAIN PERMITS IN THE STATE OF FLORIDA (6)SITE SPECM PROJECTS SKI BE PREPARED BY A ROOM REGISTERED ENGINEER OR ARCNITECI WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD.ACTING AS A DELEGATED ENWEER TO THE P.E.D.ENGINEER SHALL SUBWT TO THIS IATI'ER THE SITE SPECIFIC ORAWD4G6 FOR RENEW. (s)OWCMAL P.E.D.SITU.BEAR THE DAIE AND ORMPUL SEA.NA SIGNATURE OF THE PROFESSIONAL.D MEER OF RECORD THAT PREPARED LT. RW DUYN / M Ot Nigh Velocity Nurcicane Zone, 02M MYEOD.INC. 02020 EASTERN METAL SUPPLY,INC. zM J r, S A�1GEv L 1 L E C O inc.L1LMC. A.S.S.A. ■ . Accordion Shatter System No.441 7 = AnRalaaln ShLEthr Systems V..V.l antE 1n wJ at w/b ATE wNoaw eu+oE 23 TILLIE TESTING& ENGINEERING COMPANY 2 SM nW.M.WA.SW 318."MONA c41IM nAWk$St Assocta7IIOn. Inc. I OD 17-107 MARE 7 2/2020 �' '� vxcn.:(3Ds)6T1-TEED.F4x:(3Os)s11-iSW1 4268 Westroods Drive 2 p STATE : ,_ e malE UMmuftal ex+n West Poim Beach, FL 334+)7 a DRAWING M0 F i G—01706Y79 4 20—i 64 54�,F�''••.....• ruamaAAu..#44167 6 SHEET AyiASIO( AL . L/SIGNATURE/DATE1 of 20 o so !. z.r c r r o ;I C .+ a b W G�16 m p 6 ter'J W E IN 100 r d if i a$� CW •�:� i4 � r,� qi(� �,.e 1•' 7 4 .i 7 ± lop p� o r4. c� i Yo .a �.��, o•;o 10 ot ZO 10 w fg r r 6 t � _ 1 J110 ®r- 16 �' .+9 T,S� .,'hop• ��� � 'as Y Y fJ Ud+ w t 01 �• fit'$'• oao Y � . pp IN r Ul ML OA `fig$ \ ;D•�j,-.` �� y� ,1 � � �® � to 'tit � �+ a m p Y SHUTTER A SEM LY SCHEDULE FOR HV Q HV UHI -_. 12 To Top .06 5 1Q HV BLADE 1 u /-� i I EOa _}A. .... ----- _... " I {Q;f ° .NV WINCOW BLADE 0625• CE25 0625 .. z_x.. ® HV BLADE 1A �; v >, 2 • I _ '+ BLAOE'S "o OPENI HV .1875 Y HV LONG RECESSED NYLON BUSHING I I '' � M"� � KNUCKLE r, /;J 0 0622' • ® SHORT RECESSED NYLON BUSHING �` c �J\ I _ — - - --- — RTIO ® HV NYLON HAT WASHER �OR ® N _FLAT RUDE N I EMOR 375c" ® HV WHEEL CARRIAGE AISI 302-303 SERIFS44 I 1 qq 0.870'x3/16" THICK NYLON WHEEL. - 1 7i. " 2 7/8"MIN. I 0- - -' HV x.NDOW CLEAR j, 0.188"0 AISI 302 SERIES S.S. RIVETS _._- .___ 3`5"0 SEPMATYDN ID3^0 03.7500 BEWEE4 .i 06"<<� CE°5' HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIOR �- -£M c Ncs t c 3/44 _ Oq CEIITEHS•.. 75D0' HV 2 3/4' ACCORDION PIN W/ IS HEAD �' - - z 1/4' �aEROR aEr y ® POLYCARBONATE IMPACT RESISTANT HV WINDOW -'I_ •f` r BT -0• TYPICAL HV WINDOW BLADE IAI AND I I POLYCARBONATE HV WINDOW DETAIL f OOR ® ' -4 ASS or ----- Nit (SEE REOUIR MENT I �OR i r*E.Q YCARBONA-E II.1PACT RESISiANT rY Y+INOCW GAYER MAKROLON 3103 FOLYCARBONA:E i RESINS, v'V-S7A3_ZED GRACE OR SABIC WIN. LEr.A1,cE S * HV T REOLpREMEMTS AT EXTERIOR BLADE KMLMLR FOR 1 1 a I Tc euoe B TTDM 1"1NOVATIVE PLASTIC LEXAN 1C3 RESIN HV T1A I is l I (�OR i 'SEE NOTE ON SHEET 19i I IN 1D c•ALL A_v'AYS BE LSEC A7 AL_ EX E�?:OR 3070M -•CNU'K_-S !i HV A,^•CL.RDION SYSTEM W/ HVC' OR ;;>• L9' POLYCARBONA-E SOURCES FOR 4 +`' t�A BLADE. TYPICAL_ SHUTTER ASSEMBLY ` -IPM E5 A°U1 Fi't'` HV PIN®2 :,R Ai 1 R[rdowi �21 .-V =IN g MAY BE USED IN -IEJ OF 0 AND CNL" Ar EXTYR10 s q BLADE'S KNUCKLE. BIYSIf2L' EXTERIOR BOTTOM •CN ('KLES OF r.V ACCORDION SYSTEM IN/ HV.C1 00.324" / , •: (SEE NOTE : FOR sm:nc p­ AST.M2 00o t/"' c7a!M/ BLADE WHEN 0C,:WSF0NDi%,,G TO INSTALLA.IO S "11", SH=1=T -7. oaa-r b� 1 REOU)REMENTS) Nrsr�el n3du"=STRENGTH ASb Ty_ FL-AM.SWNGI A,tiif,D aSfY DST! 1Z.YC°v.. •3,wG °.c,. '3) U: 4 O? 43 W/ '/2' 0 D. 'I1 c tICK S.S. '!WASHER T ��0 ,y5 % � � '..I I nclacwlL usaru5 su o7eD l+eoeD>+. 3s.ocG v: SF-ALL BE JSED FOR DIRECT MOUN' .NSTALLATION PER CETA L X, B%_ o I um It S`'E= ® I' EEL CARRIAGE DETAIL AS1M Mao .f z N.T. ASSSEMBLY LAYOUT UX OF asa Nc AWN Dan C-1 ILM C-1 alas TLf$: SRI NINRN N AM DISH 0f0 anD T AM G155 TE14LE SIRENCM AfIFR UFAT4BN ASN 6]8 9]0: 1 HV BLADE SOLID & 1 A HV WINDOW BLADE DETAILS �`°"`"�'"�"` `�""° �" tJ.I S. FLORIO11 BUILT 1G (ODE Non High Velocity Hurrcene Zone 11 NI 412020 TRTECO•;NC. 02020 EASTERN METAL SUPPLY,INC. BERTHA HEry TM /7,LrEcASS A O f li t. ■ w ■ ■ KY.Accordion #1 W/OR /b KV.WINOCIN Shutter System FGS�_ 0 NO.44 6?�-� `-�� TiLLIT TESTING B ENGINEERING COMPANY American Shuttor Systems y, NSCRrTM DATE DRAWN BY; UP *: Association, Inc. , OLD 17-107 ,/2/20 GATE: �/2/2D20 3 * �a-/1�+ 6155 h.ri'.3a1h.St.,Ste.IOG.NNGMV,G.ADEIb,n.CAL]A!!16 a STATE ph— (20?71-1530.Fw:(305)871-153I 268 Wes roads Drive 2 DRAWING No z p. _ .--0:ea:«o0aol.eon West Palm Beach. FL 33407 s 20-164 i Of•., 'j�4, R W,LTE a°nia1r.P.E. 4 ��� FLORIDA Uc./44167 5 SHEET ���ii /0(V•• 1.d�AL/SIGNATURE/DATE a OF 20 Nuu /� • +j(�TES ON HV LOCKS AND CENTERMATESONE w Lom S;NALL SE:um AT: A C O • Y N Ixp 7 U '�' Illy' • OR 12'ABOVE ORB OW 2 OF SHUIIER SPAN�SPANS LIP 105 /AND FIKt NS'F2 OF R rNS FOR SPAN MYANY SPAN ELEVAl10N.4W LOCIR or NAY BE USED AS AN INSIDE OR OUTSIDE LOCK•AITACF£D 10 OR .I CI?I)ERINTiS W/(2) 1/4'h20 x 1/2'LONG FLAT HEAD S.S. 4.S. LOCATION OF LOCK SIWJ_BE AS INDICATED ON TYPICAL SHURER ELEVATION_ 2 QMW FqhWX ft IF OE56tED. FOR BETTER PERFORMANCE OR FOR SECURITY WJRPOSES, UP TO 1YND NV t LOCKS OR _E1E USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIERWTES -II I 23-�°" LOGOP BLDCIES SFNLL BE TE AS INDICATON NOTE ED TYPICAL SHUTTER ELEVATION. ' ( V . WA w N.V_LOIN( LOCKING RODS ARE NOT REQUIRED AT RRIGWE POSITION, BUi MAY 24 cN�5 oN�6-0 N e I { -24"�' BE USED IF DESRtEO TO ENFVIIICE SHUTTER PERF MANGE LOCKING R005 OR AN ALTERNATNE DEVICE i I I I MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). I g 4 4. ONE FRV LOCK® ® BE USED AT CORNER CENTERYATES FOR ANY SPAR AND WSTNIATDNS ATM ELEVATpN. FN LOCK or SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK. pEG I i �I i J ATTACHED TO CORNER CENTIM ATE%(2) 1/4 0-20 x 1/2-LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS pa l - AT TOP s SHALL BE USED. LOG7TON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. d �i 11 MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. � I 1 i I 9 I f I ---� ��..ONE ALTERNATE RN LOCK 6 MAY BE USED IN LIEU OF HV LOCK or ANY SPAN AND -- 8 111 ' i B13T dTDNS AT ANY ELEVATION.ALTERNATE LOCK®MAY iE USED AS AN OR OUTSIDE LOCK.ATTACHMENT / I I U l 1 .- II g� i I i i C, OF 1/4'o-2Dx3/4's-&THUMBSCREW TO 0 OR®cuaa m SMALL BE MADE W/ 1/4'e-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION ROL SHEET 8, ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 f �� CPEYe I �' i ^ s LOCKS AT 1/3 OF SHUTTER SPAN. S. ONE HV LOCK®or®or SHALL BE II I USED AT 1/2 OF SHU TER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SKIM SPAN FOR SPANS UP \ I TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION. FiV LOCI(0 or @ or 0 MAY BE USED AS AN INSIDE OR uiu OUTSIDE LOCK,ATTACHED TO®or®SYMMETRICAL CENTERMATES W/2) 1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE FND I MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CONNECTON p ..se OR 0 TOP AND BOTTOM 5 COMPLETELY MANwow. SUMS ON Y Y E Imo, �� �� �L �✓" Y Y' � RI' x� SHEETS F L �"` 35' "NOTES ON HV 'T' LOCO AND CENTERMATES: OF CORNER 1 .-UMM.wn.. - CENTERMATE ® ® O O O� ® �"r MUM ONE ALTERNATE Hv A1 LOCK MAY BE INSTALLED M LIEU OF HV LOCKS OR FOR ANY SPAN AND w w 6 + 7 w S 10* o' 1 ALLA AT ANY ELEVATION.A. TE LOCK0 Y BE USED AS AN INSIDE OR 0 LOCK ATTACHMENT O+� ©•�� ® OF LOCK INCLUDES USING REINFORCING L .AS SHOYM ON SECTION HVG.SHEET S.WHICH MUST BE CONNECTED TO CORERMATES®AND®W/ 1/4 0-20 x 1 1/2'LONG SS.THREADED BOLT W/7/8'4 x 3/32' WINGNUT©•0J•�'w + 7O•�w W WM YU �AN/D BELOWi �MPAN. USE OF TWO/4 LOCKING RODS @ TOP AND BOTOM IS MANDATORY.µ OR 12' ®.®w®•®w 1®•�w�-� *NOTES QN HO LOCKS AC CENTERM41ES: 1. NO tafJ(3l (Ala['PMYElWA7TS:3N 09 31 t": ONE ALTERNATE HO LOCK(&MAYBE USED W LIEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION HV LocKs 4 oR 25 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD I=18 MAY BE USED N.T.S. AS AN R6DE OR aV1 LOCK.ATTACHMENT OF HD LOCK TO H IS W/3/!x 3/8'F.H. S.S.M.S.,AND INCLUDES REMbVRCD/EHT MRSERT AS SHOWN ON SECTIONS HOB- AND DC-H,C.SHEET 10. LOCK MAY BE WAU.ED AT MIDSPAR OR 12-maum BELOW OR ABOVE MDSFAN.USE OF Lamm RODS 0 R COMPLETELY OPTIONAL. RM BUM CODE n Ni h Velocity Hurricane Zone 1 flf 02020 TILTEC0.W— 02020 EASTERN META.SUPPLY.INC. % /►. 1 qH� TM ��-T`'�.'yI A S S A Accordion Shutter System I L E C O INC. ■ ■ ■ ■ H.V.RAne f1 W/OR Wp H.V.WMW axe No.441 7 TIWT TESTING # ENGINEERING COMPANY Amwican Shuttw Systems v. oEscmm" PATE MRAMnI er: YP 5* AseoaGytion. Inc. , OLD 17-107 /2 oDE 7/2/2020 * '�/'� NIN N.A.J:1l.21.Sxa 7E0.11IION1111:IEYKIIS RDNq�.7f0 s a'' STATE 0 QQQfKfK[[[[/%Yy//// PhO :I=TM7I-15M'1-`<3as1s71-1s31 269 Westroads Drive L-11 DRAWING No 9'•, .mx2: West Palm Beach, FL 33407 o•. F :'�. CA-0:0VIO 20-164 �� "' ruff E. UIMLM 1"187 SHEET '��Ai`s/ANAL • •`fEAL/SIGNATURE/DATE --CONCRETE ANCHORS POURED CONCRETE POURED - POURED (SEE SCHEDULE ON OR CONCRETE BLACK CONCRETE REQUIRED ...1/4'0-20.3/4'S.S. CONCRETESHEET 13) REQUIRED ___'-_ ... CONCRETE ANCHORS MACHINE SCREWS REQUIRED - - TOR (SEE SCHEDULE ON W/1/4'-20 -- EIE ANCHORS © (SEE M0UN—Q)O"SHEET Y) SHEET 13) - NUTS O 12'O.C. (SEE ON SHEET 13) ' -EQ-•-EG-. MACHINE SC/RfW S.S. �- ED EO-1 1/2 USING 1/4--20 NUTS I/s --• O 12'O.C. I .250'No.. ---- ( h 3!DR 5' --- - _.._©� 1 - r' t E.D.• ; \ ,� E.D.• I'' ': ' I� !. OPTIONAL ,i �ONAL Hit MN sewpow 110 am i sOEW ON s�nT ALA.SEPARATION M GLASS ' t 11 we RAM mN0 I - 1 OR ® 5i EXISTING ! of mk® 1 ' - t - EXbTNG -..(SEE SCHEDULE ON SHEEP 11)-_ MIN. SEPARATION TO G1A55 GLASS t I —' EXISTING '!`(SEE SCHEDULE ON SHEET 11) I I GLASS-- 1 0 HV WALL HEADER INSTALLATION OHV WA EADERIN - B HV WALL HEADER INSTALLATION + KEYSTONE f I EXISTING ) (' MN.SEPARATION TO GLASS h t. GLASS--, IRI I I O F (SEE SCHEDULE ON SHEET 11) i1 TO I , 1 OR ® N 1 •i EXaTwG,__ MN. SEPARATION TO pl) GII155 (SEE SCHEDULE ON SHE)OSnNG / OPTIONALGLAS" OPTIOW ' 3'aE. D.• 1/2 -hOI --_- _ED -EO- OR Min. 12OR 1 _ - 43/{'S.S. 4A--.EA- CSC MS USING CONCRETE ANCHORS EAD I/4'Mzo:3/4'SS.PHRwPS MACHINE -TRUSS HEAD WCHNE SCREWS .. - CONCRETE ANCHORS 1 18 _1•_ I/4--20 NUTS O 12-O.C. (SEE SCHEOULE ON W/1/4--2D NUTS O 12-O.C. POURED CONCRETE (SEE SCHFDUI E ON EET 17) Win. POURED CONCRETEOR CONCRETE BLOCK SHEET 13) OR CONCRETE BLOCK ___.-_ -__--___. CONCRETE ANCHORS REQUIRED WALL REQUIRED (SEE SCHEDULE ON CD, WALL S!" INSTAIJATIQN (POURED CONCRETE. SHEET 14) _)HV WALL SILL INSTALLATION OR CONCRETE BLOCK WAIL REQUIRED O HV WALL SILL INSTALLATION NOTE FOR COMBINATION OF SECTIONS. INSTALLATION DETAILS W l 1- SEE SHEEP 4 FOR TYPICAL SHUTTER . E.D. _EDGE DISTANCE 1 H V BLADE ASSEMBLY ♦ SEE LW�R�ATIONS OF USE FOR 2- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEE"13) BLADE�.7 ON SHEET 19 IN ANY WAY TO SLAT ANY INSTALLATION. BIA.DW CW Mon Nigh Velocity Nurricone Zone �.ukNli�ill Ir�y� 012020 m a'TECO.INC. 2020 EASTERN MEAL SUPPLY.INC. ````P�•�......... Z/�•A��i BERTHA TM \CEN E c A.S.S.A. K�a aBLADE f1 ;OR n�sh°tom, s,Y >n BLADE No.441 7 AmKloan Sbuffer Systems WEV.PicI D,,E pyW.,,, ,MP *; * TILL IT TMMG # ENGINEERING COMPANY ;'fir ./ Association. Inc. 1 DLD 17-107 /2 oAIE 2/2020 `j � Q 0.165 Ni.XO.R.SM.]W.MOW (305).NaRp 3J1 �: STATE 0 FU.n.:(30ymF7-:tr .F.:(3oSN>t-tart 4268 Westroads Drive 2 DRAWING No ' O ._ •-m C 00067.a1•e•nt West Palm Beach, FL 33407 3 .� oRLo • �•; u.TOWt. 20-164 �ii Fs••••....• V��— WIUER A.ALIT Jr.P.E. 4 "Nip, TONAL p�`�SF11L/SIGNATURE/DATE Pwaw Lie./441m ` SHEET POI)REDCONCRETE AVCttty 1 OR 1/4 -...... 1 wv sCP+waa+ I {11 CCNGRErf {,S`E SCNEZA:LF Oh SHEET'3j !9 ci (SfEFE -.a '`1 m, Qy y,�.i ExirLASS i `"($a xlaw,h REG�.RFb .. EOr.E Or i tric SJOE'9Nn �g5 uSASS SHkT't,; sj SLAE iF 0,i b)W,9 Ko ' "w'M a 9 r p• APPLWABLE LMSTMG B.wts�a A -ma 90 " i9 j _ tr ALYERt14TE ANCHOR - S!t t�r /1 Ucg/4'hE%WASHER'+fAQ 1t l t( t Ulm -erc SCREris •2`O'cl _ 8 s o CE f 41e�uw. 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Po"M rONCR£'E !SEE SCREDUtE^N .;h SHE- t .C.— -_,_-_-._--1 OR Co"iCRE,'3•.CC7r SHE£' t4i °Ct1REC JN;HET`_ ON SHEET'. — REouiPfQ Ca coNCRETE Ei,tx;x M'.KEYST�{{CC ��llrrt�tlNTIN� IN�ry�ldTiON . s. .......__-._ .._ REO'YREG \rJ3rw.�MQ P.LBb aPTa1A_ PO Af K� NV WALL FLOOR INSTALLATION L BY WALL WALK— YER INSTALLATION w"I'm As.a o�c> kReswE, e.,-rz o f oNCRETE RFG1t:RE7 `.• _ MAKIMl1U$;ilSf:Ek SPN:B'-B' J; HY RAINGUAR INSIALLATION t tA C:S-,ANCE REMOi/ABLE WHEN PERFORMED 5EE SPE „AIlCNS ON Sh:.e. t3i "MEW 7a M.C-trIABLL fxI, ♦SE=tr4 TAY�ONS Cf 1.=F r0� AS SEE:^a•+E£'4 SCR F1PI;.F.L SNUTiEfi OR ENTRANCE ODE t.4;O,i SHE.! t3 INSTALLATION��lY DETAILS W,� IHV BLADE ASSEUBLY 2- MOUHT'.NG SEC^CNS CAN 8E CCttWNEC '—" �N MY WAY TO SU:7 AN'( FLORIDA 6UWNG COI?E on igh Yeiocity Hurricane Zcne, �00i1{1tf /T y +)7.02C T'LT£CO.INC C 2C20 EASTERN MMf SUPPLY, INC. AccorltcN L E C 0 uwc. A.n1 .&A■ KV. #1 W/OR Shutter0KV. SHIM ystem No,Y4 67� AmaHccn ShufhM Systems M. OESCIIwt10N DATE W4"BY. MA TIt11% wb.TESTING 8 ENGINEERING COMPANY 6)"r"N.N.SBA.St.Stc X,^..KrGLa1 rurtaE;Ns,r�-oawA.), AssoctatiOs, Inc. t OLD !7-107 !2! DATE; 7 2 2020 M?A{L t P o,w:,w5)at,-tssa Fcx:ixosis7:-?5)t 4268 Westroods Dr've 2 Z9� 1n 3RnWtNG No eC' AA+�." ,.-matz faecomaoaom West Po(m Beech, FL 334Ci a ,}a�,� � ry,css �'_ *ALTER A run ar.>'.£. � NAL � �'SEALf 51GNATllRE/DA3E rL.oRM uc a 4At67 .5 S 7 ET OF 20 sM NOTES ON watlNG Roos®.W LOCKS©V OUT , I IN r,-IX�NN� MASS INSTALLATIONS Wf 1 ) HV **me K'ER1«"E H�L ®�N '. B"BLACKOETAR HW IS VN.10 FOR AL BLADE W HY CENTERMATES CENTSIMAMAPMLICATION"moo OR2�r ^SM END WALL Cwtim ION ®©! — ------ - -- - ----------- ---------------------- 0 ©`�6'® — `—CoS11NG GLASS DETAILS ON SHEETS 10 $ 18 2*.2*.Ij81A'-2 { I �$ •®°�®`�1.-•®'� 3 1//- - 7" 61/2- - -. 7. (6053-TS ALLOY)ALUM. I OPPOSING _..-.. AIiGLE r 2)144- E 1/2- u1®•® SYMME7RYCACONORL CCNT T MIN. SEPARATION (s)f1ox1/2 AMS�ro�TUBE t ;` - f10K3/4"SMs.a 12• W HYNLOCK. T o 5 W HV LOCK or_��gy To cuss AT FACN ANGLE.MP) D.C. FULL LPNGHM / - �I •"" (SEE SCHEDULE ON SHEET 11) IN i- O R®a©•�,.$ 1 .tea 20' 02� © OUT_HVB 5 1D•�a®'�©'©°" H A o®a©•Oa®�t •®n EXISTING GLASS POURED CONCRETE OR CONCRETE O•O•®�O'O j + '__�v. �. REQUIRED rXTI BLOCK wALI IS ®'®°"©'Q�°"O'®°' ; SYMMETRICAL (N ! - �!'" LON. SEPARATION — + �EXGL CENTCRµATES* 26j ®•®°'©.®,,,QB •®r (SEE SGLASS CHEDULE (5 i 1 - __ ..._ ------ C ON%*XT 11) UN.SEPARATION TO GLASS V _ ------- ON _ (SE<SCHEDULE IN OPTIONAL 1 231 L_�_ ______ --.-___y _.__ ____ _ - X UO T , - --- —_-- — ----- --- - SHEET 11) - ,- _ _ -(NSERIOR) � ! J _- _ -__ ..._ ru __._.�_ CONCRETE O ��� 1 ANCHORS O t ^, \ i - --05! /n�n ;��, C,;,,>t: - r 1 ? `?• VARIES J v4.1E5 — _ — -- - {2t-® OUT ; _ G 1/2-MAX.-SLACK -._. OUT 23} �3 (EXTERIOR) HVE BF** BYD FlXIM WK Non Nigh Velocity Hurricane Zone t ell IAA 021M XMI).INC. 02020 EASTERN MEIAL SUPPLY.INC. BERTHA HVTu KiF--`SCE -SCE A■S■S. . Accordion Shutter System No.44 671'1' C ~c' KV.aAM#1 W/OR W/O 1%WNW#%AM i* * TILLIT TESTING At ENGINEERM COMPANY ` ` " buffer $rifOTT1! Lrxwnw OATS W. MP 2p20 em N.r.xa !t.s. 3os rawA WIDOWnoRaA A7 Awmakiflon. Inc. 1 OLD 17-107 0915- 7 2 2020 STATEPhw :(30WI-1530.I=:(305)571-1531 4268 Westroods Drive 2 DRAWING No yO.o; ,"010RI P... �- 1 1r�^• Went Palm Beach. FL 33407 3 ' F L,m A Tou a r .P.E. . 20—t 64 11R ,yAA/tiq�ONLAL `N�SF1�L/SIGNATURE/DATE IMORKIA uc 1 u167 9 SHEET OF A a 00 rl-0 v 04 %OU'a I'-- 's st, CA 4AL Ck IX IL MW It"L POURED CONCRETE ... POURED CONCRETE Pam CONCRETE —POURED CONCRETE OR - . on CAROCRETE RCONCRETE BLOM WILL ' OR CC WALL / BLOCK WALL REQUIRED , _. REQUIRED QUIRED 9LOClC WAIL REQUIRED E%IsTING GLASS EXISTING GLASS EXISTING GLASS r--2'MIN. EXISTING CLASS C CONCRETE ANCHORkw �710N� / T r- 2'WN. To Wes MM _-T Ea.^{-L`t-EQ i0 f 1 E9M SAND yR g�ySpN + ,•_MR ON 94EP ;; TO(i (SEE ro 0-Ass(SEE I'1 SKU 190MMUUE 1 F IUa�/ND CEo st-re)•COLT. _. �BUCEs 0)k Q9 MR asaE(DMo R, ---.._,LE ON (LOCATE AT ON SNEL7 18 FOR ALLAI.CLOSkR !!.a B.iET t8 FOR 1fp' / - pN SHEET 1s MR EITtO SIDE --- sALFSmNt® PLATE.(LOCATE if2•:.._ ___.�_.__.-__.._._.._ \ Q1tq�q p--�- woes 0>& OF 3) AT EITHFR SPE 1pN.-� \ OF A) I *USE .__ __.._. T f"OR 2' g10.1/2'SNLS_-- p1IAA0216S.I C. I 1 1 --- (AS APPLICABLEW.Tf6".d-2- ` __..�_.._-_ ALUVAfUM CLIP ANGLED. _..._._� O :6.O.C. 1 --- 4 \ _. (WW-Ye ALLOY)AT MIDNEIGHT ..—_...� _i f li _ (T)g,o.f/z"S.M.S.Tops C2j111Y 7APCOMa ANCHORS TO �W -tea ✓ J'I __ ~. `c� WALL AT 1"O.C.(LOCATE AT 1 �`L, _1 �,g, QED C NNEiR. p OR 0� EITHER s�OF p) p ORA�' ©OR �COONNNECNON ©CIA \':,. "�aQ' .®. 54.E ceTAA%FOR \.J-N -0 �'� t ^ 6 •0a ro/RALT(S 7 ^(��' 'Q�a SIDE CONNECTION (A�°�'6 .;(��;;;jLL��� ^ 2S•®a0• �•®^ 4:7a®•t ®" l 6. TO TRACKS fto-o f`0. ®•@"®ETAIL,� L a� ND CQN NECTION DETAIL 3 END 99MM ON DETAIL 4 END CONNECTION t>ETAtL V EN{ZCONNECTION DETAIL Q � O O NF REQURED OILY FOR SPANS CRFATER TIM 12'--O' POURED CONCRETE OR MOOTING I� ¢ /--EXISTING GLASS ' REQUIREDE BLOCK WALL ' GLASS "J _y 1 1e4 SEPARIZ1M g18•Ij2'S.MS- �I _ ______ 10 CLASS O 16" %C. UK STPARAI ttf 1SO4MLIE ON SIM BLADE mAIp CONCRETE 1/2'AIN. M GLASS(SEE - ©�t./'"•� FOR SC>'EID.IE ON SHkT ---------- ON __- SHMT Is ANCHOR O--- �y euccsme(A 12'O.C. .. — 'oN1 �o� �VJ ----- - �L'H CONCRETE - ANCHOR EQ _. - OOG. -1f2•MN. -.. - _—_ — T --�---�--.-..� /� 2"MIN, ._ Y MIN. E0 1L. �•.t� —�— ♦9SLWEL"ON SHEET 19� ©OR`V OOR�ORL7 OOR G?N" DETAIL OR ®'tip, "®•®'tJa®a®•®- EN INSTALLATION POURED CONCRETE OR ..-.------�.-- w�a©•7 •®.. s2. CONCRETE BLOCK WALL ��•®^fa•�„� ®•�a0'4�-fl'©�` REOUREn �! Yl4Y� ®^ O O•t�-©'�•4�" A HV BLADE OR A HV WINDOW BLAIj E INTO ��•®..�.�.p.p. CONCREU OR CONCRETE BLOCK WALL. END CONNECTION QETAIL� t/C�a®-®-®®a®'� END CONNECTION DETAIL© O ® �®`® FlDR1lA Bl1LDNrG C{1M Non High Velocity Hurricane Zone �WIH 02020 EASTERN 0EYAL SUPPLY,INC. � Nf2ap0 TA.TECO.NC. TM A� S■A� Accordion Shutter System No.44 fi Vk S • . KV.a,�in W/CR Wp KV wwox MAX ZD? TILUT TESTRIG a ENGMEEMKO COMPAN`( Am�rtcan Shutter systems am emal VAX Her: uP 6 STATE am/Lr.aAA SL,ML As.MIRAbt OVIMIL aamT 331 Assoatatlon, Inc. 1 OLD T7-1a7 tNTE: 7 2NY10 p'•, PAo�w:00 0611-1 5]0.Fm:(M)MI-1sl1 4268 Wostroads Drive z DRAWING No �y r w.000ml.— West Palm Beach, FL 33407 ` 20-164 's.�/A;SsoQNAN kl`%kAL/SiGNATURE/MTE n0eQ/TR ALx i kTsr a s SHEET 10 OF 20 SCHEDULE M1 SCHEDULE J2 SCHEDULE i3 MAXIMUM SHUTTER SPAN "L+"OR 'L-" MAXIMUM SHUTTER SPAN* "L+" AXIMUM SHUTTER SPAN*"L+" (ft.). FOR TNSTALLATi0N5 W/ OR 'L-" k. FOR �IA"^"��0 ( ) R "L (ft.) INSTALLATIONS ®or or INSTALLAT�-RQADS W/ CONCRETE k 1Y000 (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK ® w ®or w @ & W/ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LO ® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W ONE HV 'T• W/ f, OR W/ NO LOCKING WALL A, 8, C, D, E, M, N, 0, P, O, asD.DESIGN PRESSURE RATING. ® ® / O05 MOUNTING F, K & L R. S. do V. LOCK® W/TWO LOCKING RODS ®TOP & (SEE NOTES t, (VALID FOR mouNNG® (2) PROCEDURE 7O DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES tt SHEET 7) FLOOR/CEILING G, H. I, 11,J T. U, W h X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEILING: 1.na.r CONCRETE k WOOD NS'TALLATpMS VAXKW CONCRETE h WOOD NN71Rw CONCRETE MOUNTING & M ASA Dma "D.avow, ASS VEMN INSAILLATONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING. Af/2sgR WALL MOUNTING FIX)DR/ClEucPFAEMM WALL AquA>NG nmWAt DETERMINE MAXIMUM SPAN •L+'FROM SCHEDULE. ROAa RR 4 & Rum FLODR/IcOtm;Nmwrm Oat) MOUNTING .) FLOOR/L7]URG MOUNTIG (..�1.) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. (+OA-) .._.-... __ (.OR-) .... (�OR-I rLOn�WNI.M01)MNIG.. DETERMINE MAXIMUM SPAN •L-"FROM SCHEDULE. L i l- l i i l-Q0 L I � l l-09 l i A9 i t- - 0 MAXIMUM SHUTTER SPAN•L+•OR Y-•FOR 30 OR l 16'-0' I6'-0' 16'-0' 16'-O" 30 i6'-0• 16•-0• 30 16'-0' 16'-0' INSTALLATIONS INTO WOW SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE __- _. __. ._ ._ _' -_. i 105 pAf.A.S.D.DESIGN PRESSURE RATING. MINIMUM(DETERMINED SPAN BETWEEN 'L+'AND 'L-'. 35 14-10' 14 10" IS-2 35 _ 14 10' 14 10' 35 15•-2' 40 13 10" 13-10' 14'-2' 15'-2" 40 13-10' 13-f0" 40 14'-2- 15'-2• (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR _ - - --- ---_... COM81NArms IN BETWEEN WALL MOUNTINGS 45 t3-1' i 1,3'-1' I3-4• 1 14'-3' 45.-_. 13'-1' 13'-1' 45 13'7:e i 14'-3"- t HV CORNER CENIERMATE 13 MAY BE USED AT ALL _.... .._. W/FLOOR/CEILING MOUNTINGS: -__...-50 -12'-5' I 12'-S' 12'-B' j 13'-7" 50 12-S'...L12'-5- 50 12'-3• k 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS 55 11'-10' 11'-10' 12--1' ,{12'-)1' 55 11-10• 1 11'-10' S5 11'-1' ,i'-I1" SHALL 8E AS ET 5.INDICATED ON MANDATORY CCY71HIfWN ({2 FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE 60 ,1'-4' X 1 1-A 1 t'-T 12'-4' 60 . ,i-4• 11'-4- 60 f 0'-2' 10'-11 NOTE 5, 5' DETER 65 10-10'�10-'0' 11.-1" 111'-1T' 65 10-10' 10'-1D' 85 9'--5 10•-1, _. Ltd+ MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 70_ '0'-8' ' 10'-6" 10'-9- 11__5". 70 10 6• 10'-8 __ 70 9-4" L2+- MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10 1' f0-1' 10 4 ' 71 1' 7$ 10 i• I 10 1" 75 - 8'-9" tt EXCEPT THAT wommum SHUTTER SPAN'L+•OR INSTALLATIONS. 1 80 9 10' 9 10' 10-0" 110 9• 80 _ 9 -fo• i 9 1p- 'L--•AND MAXIMUM A.S.D. DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9 B' 9-8" 9 8 10 5' 6$ 9 6" 9 6" NSTAlATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: __._ 9'-0' 9'-5' 10'-1' 90 9'-3: 1_9'-3" SHALL BE U AS FOLLOWS: DETERMINE: --- . - - - 1- CONNECTIONS TO KEYSTONE MOUNTING 90 9'-3' 1 95 9'-D' B'-V 9'-2' 9'-10' 95 _ 9 0' 8 8' LI MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _.__ _ L_ -- LIMITED TO +64,-72 L2-- MAX. SPAN FOR FL00R/CEWNG MOUNTING 100 6-9" 8'-4' 9'-0' 9'-7' 100 _ 8 9" 8 4' P s7.AND 6'-0•SPAN, SEE -___ _ -, X - f _ __ MOUNTING MOON SHEET 7. INSTALLATIONS. 105 6•-T 7 11• 6 9 9 4' 105 8 7' 1 7 11 �1 10 8-4• 7 7 8 r 9 2' 110 8-4" 7' 7' - F94AL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE _ .. _ _- -_ _._. .. -_.. MINIMUM BETWEEN 'L,+". "L2+'. 'Lt-'AND 'L2 1 0 6-z' s B 4 6 tr 115 B 2- 3 SEPARATION TO GLASS SCHEDULE 120 8'-0' 0'-lY 8'-2' 8'-9' 120 8-0• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8• 8'-0• 8'-5• 125 7•-10' 6'-6' ALLOWABLE SPAN AND NLTA711rc A.S.O. 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FLORA BULDMlG CODE Non High Velocity Hurricane Zone �N1111111N 02O20 TILTECO,INC. 0 20M FASTER'+META.SUPPLY,INC.BERTHA RV, ��cEN 9 A�S S MAC Accordion Shutter System V E C O 1 NI c. KV. R DE r W/OR W/b KV.WIDI N WX N0.44 :�! s AmoAoon Shulbr Syvtwme LILP TILUT TESTING & ENGINEERING COMPANY a H z* * AVeoclaMon, Inc. , OLD n-1o7 /2/ aWTE 7 7 z/2o2o 6313 NW,3a(a1"NN.7aS,wmF=m OIIW 5)ms nCIRW Al S ATE f t P1taM:(ms)-..R t30.F4x:(305)a71-153/ 4266 Westroads Dr ve x DRAWING No .- West Polm Beach, FL 33407 3 � FLUB P'`�� INUOICA Tllf1 .P.E 4 20-164 pS�UN .�i"CL/SIGNATURE/DATE FLORIDA U. 44167 6 SHEET 0 INSTALLATION DETAIL ON EXISTING WOOD BUILDINGS FOR I HV & HV# DE5 AS APPLICABLE MAX. SHUTTER SMbi L+ QR L— INSIALLAIJONS- INTO WOOD WrrH HV BLADE(1) ONLY WALL causesBE UM11M TO 105.0 pAf. A.S.D. DESIGN PRESSURE RATING, SEE §HEEI 19 FOR MAX SPAN & A.S.D.. DESIGN ERESSURE RATING FOR INSTA ON WITH 8 E W A A& WORKING IN UNISON 1=1 WITH AEWANCED iHtTEAOFORM IEY:NUiOLDGY ,._�„ 1/4 f T=OR W/T 1/2'M'tn,pERETRATiON __iAPCON 7T1711 ADVANCED THREADFOINM IECHNq.OGY OF THREADED AREA TD w/1 t/'L"Mot.PENETRATION OF TIMMD AREA ro EX57M�' ANl:EkLRA11DH R = � EXISTNIr WOOD HEADER. __ . . ROOD HEADER.(SEE SCHEDULE ON%W 15) To aim(SM 1)dR i_lj W� (SEE SGREDUI.E ON SFIE,T 15) 1/4'r-Ma3J4"S.S.MACksNE SL 01ULE ON SHEET w!t j4'-2D Ni3TS ~TORT 3FET19 F ,iiilAllt �4 7 .., Or�: iv 9 12'D.C. R•3TdT1tTSk1 --EO«r-EQ- EMSM CtAtaS-^�I ri ! 1. I n N= 3 i �ma t :i3R�5s1 PYM H i I }; WALL _ a i ExL4TR4G MSR. nNw w000 UU EXM,M HEADER•REQUIRED �.CNZ ) HEADER REQUIRED j 1/''r TAPCON OR TAPCON WITH ADVANCED p i i`: 1. TNREMFCBY TfCNMOLOCY A/ ! StINO MN.SEPlowr" 1 i f E7GSTMRG ROQ)HEADER.R<l�bfD GLASS--4 TO QAW(SW WN,SE?Af9Vf0N TO GLASS 1 L 1,FOR Hw I AND Ex�S. (SEE SCHEDULE ON%w 11) •c i� �� � (sFE SCFMn\r.e ON sHEF.T,$) ( ON SHLT is FOR I j7J "'� : ♦__._ '. ..Yv4'CONT.SEl DRADESSfe rQt I. } .. .._ .._.___._ ..._.. _ 3.!_ PLATE REWD. INUMWON � L'r1 HV WALL HEAW INST E E�10H T :'sEa�w uION 7SILL CLA �(")H( WALL HEADER INSTAUATION _ ___.. ._ }i- `I DO�St7�1N�4C. _ I MIN.SEPARAMN 10 0-ASS r ---- t t ..I i. �(5EE SCHEDULE ON SHEET 11) i { " fI G "(SEE SCHEDULE OF 9 EET 11) ( - q 2'x4' RAN,OiEDULESEPARATION TO GLASS C1a55-•' ' } wow PL41E ( SCHEDULE ON SHEFf 1t)'� R T , 1/44-2Dx3ja" 11 e REO'D-' x 1/4"r-20x3f4•s.5. I ` ) MACHINE SCRETIIS i f(�'j� MACWK SCREWS WJ �,f fl USMRG 1/4"-20 NITS _ $ 9 12`O.C. WAIT w � - ,J4•-20 NUTS O i2'- nrpSFi I O.C. ��I h Jj R ROOD PLATE i ; ,1tl+ } _ rEEo'tL � iv --,'Min. w + ` 7'Min, 1/4.0 TAPCON OR TAPCON WRH ADVANCED Tt4R'2't4' GY rmMTT - -''� cPF.?IEtRATpN GP IFLREADERG/A1 1/TO 2 1 -10 TAPCON OR TAPCON N wmt ADVANCED •SLLL PLATE VJS T NO WOOD HEADER. THREhOFpWA TECHNQLOCY WJ 1/2` :�t 1/a'0 TAPCON RNt ltl - RE0'A (SEE SCHEOUIE ON 5!w 15) ___ .. t... <_ TAPCON PATH ADVANCED 1-SEE SHEET 4 MR TYPM.K Min.PENETRATION OF THREADED AREA KTO PLYWOODASSEMBLY. ...__: WALL FItNSH t/2"D CD NREACFONMN PENETRATION SHUTTER =DN «, {SEE 53',WEO{AE ON SHEET 15) STUDS C YSN.Yx4' PlYYY0O0 REOb. wf T/Y AAR PENOD PLYWOOD OF 2-MOUNTING IONED H ANY S CAN 9E 1/2'Mw. Cox PLYMM IEOD. STUDS 9 16,O.C.MAX._... wuL #E CAN EA sw 115) D ALLATON.ro R � .L SILL INSTAELAN REQ•0.PLYWOOD W 8E DUSTING MN.2'W STUDS O 1S•D.C.MAx.REM ATTACHED TO STUDS IN PLYWOOD ro BE 08 OCRRD TO"RIDS IN ACCORDANCE ACCORDANCE 23DR OF THE SILL INSTALLATMI ♦SEE uAgLxnaRs cF L�Dr � LLYTTR SECT"2288 OF TFNE F.B.C. F.9.C. � �a:'-"n� Yip BIAOE CIyI ON SHEET �:JH� WALL SILL INSlLI I 1 N RM 1 Non Nigh Velocity Nurricane Zane, 92020 TIL7EYb,INC. 02020 EASTERN METAL SUPPLY, MC. /� j� Accordion Shutter System No.441 7" >—� �• E C ` A.S•S■A■ H,v BI.AnnE#1 w/OR W/b KV +�3eoaw"BLADE * * nwT TESTING& ENWEERMG COMPANY AmKtcon $t7t71t�F SYstsms LtOCRIPNIOM RMiE er MJ STATE Q ?• ssas RLR.soar. ..sr.aoE�VA"R NEM R NOA!S/ At>tOCIQIIOCIA Inc. L OLD 17-T07 j2 wTE: 7 2 2a20 S C4y. 4268 Westroads Drive 2 DRAWING No SS' PRgro:k 21-fT1-1570,fax:(3O5J631-1S3T dt' �"[OR1t� s2S *-4L wcrwINIOLI II West Palm Becch, FL 33407 s 20-164 'kiy �l�WNTp; ��'�$EAt/StGtdA7IlRE/t)ATE R,pNp {a197 s SHEET INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & U HV♦ BLADES (SAS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BGIDE T ONLY WALL FINISH SHALL BE LIMITED TO 105.0 pof. A.S.Q. DESIGN PRESSURE RATINg. SEE SHEET 19 FOR MAX ,SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 0I& WORKING IN UNISON 1/CI TAPCON OR _ �� TAPCOK WITH ADVANCED {i8'(NDn.)EXI57NNG __.-... B _... i. _ FA__- 2 MIN. - EDGE(If tt- lb - j THRFADFORM TECHNOLOGY WOOD am REQUIRED. /'/ __-- _ _ ) _ w/1 1/2•Yin. PENETRATION 1/4.4-20x3/{•S.S. Of EXISTINSTRUCTURAL w000 E�)SMO WOO r PHILUPS TRU55 HEAD TO K CERRFlED Bn / ?. :.-. - - 5 -t•• - _ / ._.. --i. -. J __... EXISTING WOOD (SEE s1a1ED1AE I1M SHEET 15) �' W/ t f�4•-xo CARS ARCHRECT Pt00R ENGINEER SCREWS REGISTERED °R ED -r--ED- - -- ---� . .. - -- - TRUSSES OR �mnrNi : 19 ED-•-EQ 7 112'O.C. SHUTTER INSTALLATION. 1/2•�d -1/2' RAFTER s 2/• t G i— •' O.C.REOIMED 1�00 15i 1/4-0 TAPCON OR -. __ r _-__ _ -_ EXISTING SOFFIT TAPCON WITH ADVANCED '=lnit1�11 257' THREADFORM TECHNOLOGY ~ 3/4'M-THK. Ii I _s Mox. W/ 1 •/2'Min.PENETRATION or C.^Ep /14x3/4' ED J _ 1'x4'a1/e'CORT.ALUM.TUBE OF THFEADED AREA TOE)05TRND WOOD HEATER. S.Y.S. - (Eo63-T6 ALLOY)wj .O. I ©Or ® (Su/16•A lAO SCREWS TO or or @ (SEE SCHEDULE ON SHEET 151 O 8 EACTL RAFTER 0R TRUSS. LOCATE NAG SCREWS AT I NDWDIH OF EXI571NC WOOD NEAM (2•Yn.NOMINAL E)L15TIII(i AIRI 2•x1' -I E1fLSTMG-� OPEN HOLE AT EACH WIDTH)W/2-Yin.HEADER REO'D WN.SEPARATION TO GLASS SKID TO ACCEPT PENETRATION OF THREADED GLASS I_ EXISTING i (SEE SCHEDULE ON SHEET 11) S/16•T LAG SCREV tS AREA VALID FOR _.. _ S—I AT CENTER OF'11BE. 3 MAX.INST AD SIGN LOAD - --------'--___ I I � MAX. S.D.A .D.DESIGN LOW AID O HY WALL HEADER INSTALLADON ,E° E'L5""G I q B'-Q wX.SPAN.T"Is GY.ASS-- ACAS fSQ INSTALLATION IR ONLY 1/ANIO T HV CEILING INS TIO I' E a sm I FOR R SO TH MIN.SPECIFIC --I It 2R RAE�B11Ao I ON star w AON ..TOR ( ")tt 1>A B1AE mi�O CRAWTY OF 0.50 As DOUGLAS aAmmk® wig rlROR EG$OUfHFWI ME Ko.2. +-9EE SHEET 4 FOR TwKx S/AmER ASSEMBLY - -. - ..... .. —.1-1 '. i 1�OR OR EouAL. 2-MOINRNG SECTIONS CAN BE COMIMED M ANY WAY a SUIT Me YSTNUTION, U STA TION 1 OR - �_. _ MH-SEPARAT.ON TO CLASS -I�uE ONI� ' , SEPARATION ..(SEE SCHEDULE ON SHEET 11)_._.__- , tt FOR BNGEmNo ' TO CLASS B CLA55�� I 9A06m•� (SEE SCHEDULE I I I t•1. EXIG INlA55--) I �. i ON SHEET 11) �B I B I I I ALTERNAr I I I d ANCHORWALL LOCATION EXISTING I FINISH I 1 ' 1/4' C ©« 7 ' _ CLASS— - ' ►N. D O s Wj'IX DECK REQUIRED TE (OR 2-xs• .WOO SCREWS O 12' c (No FINISH OE- ALLOWED)Fl9 ED - ---aLglll�Q { t 9 EDGE OF DECK OF - - - __ - EDGE OF DECK -ED--.rG IFAPPUCJIBLE DOCK IF _ - - - _ IF APPLICABLE -` 1' 1/M4-20x3/4•S.S. -._ APPLICABLE .. . 1 jC4 TAPCON OR T'IMLIPS TRUSS HEAD r-.2 _ ._- _ 2'x{'CONT. 5 TAPCON VEIfH ADVANCED '' MACHINE SCREWS - - -- f .- .-_.... 1/4"0 TAPCON OR TAPCON WITH ADVANCED _ 2 YIN. - ..SBL PLATE THREADFORAA TECHNOLOGY W/1/4'-20 NUTS 1/4•N TAPCON OR TAPCON WITH ADVANCED THREADFORM._ - THREADFORM TFCINOLOCY W/1 1/2•Min. W/1 1//22 MN,PENETRATION O 12•D.C. -•Y NIN. PENETRATION OF 7HREAOED REO'D. OF THREADED AREA TO TECHNOLOGY W/1 1/2•Mtn.PENETRATION OF TFRFAOED AREA TO EX="G WOOD HEADER(SEE EXISTING WOOD HEADER. AREA 70 EXISTING WOOD HEATER.(SEE SCHEDULE ON SHEET 15) SCHIEW.E ON SHEET 15) , (SEE SCHEDULE ON SHEET FOR X HV WALK-OVER INSTALLATION V HV WALL SILL INSTALLA[�ON ��ne�aNSHEET 1s `W liV FLOOR INSTALLATION FIM CODE Mon High Velocity Hurricane Lone -•,WMGRI) A 0=TLTECD.INC, 02020 EASTERN METAL SUPPLY.INC. _ BERTHA HVTM A � � �R Accordion Shutter System No.441 7:' = - / iLTEc o wc. Brs R R Kv. RACE/)W/OR W/O KV.WNDWP MADE IT i �r J TILUT TESTING&ENG INEERNIS COMPANY AmePIQQn ShY K S�{{IREEEi p®TT�LpN DATE GRAIN BY YP STATE 0 NMs H.N.30L SL.SN.30%NBACOMMIA COV nWZ%an AsmcfaHon. Inc. I OLD 17-1071/2/2- OAIE 7 1 Z02o • Phone: [305)871-1530.F.:(305)e71-1531 4268 Westroads Drive 2 DRAWING No O,G .,FCQR10 ,•'�a►��� CA-COW 9 COMA West Palm Beach, FL 33407 s 20-1 64 �y''�N`s`S10NA1 �6 A wFlAL�L I"167 s SHEET pppr q to' SEAL/SIGNATURE/DATE 6 7 0 END INSTALLATIONS t1 : HV BLADE OR �a WINDOW SLADE INTO 2"x4" MIN, WOOD STUDS _.rw a,6.WOOD sluts r..•".AODD _ woos REaD -WL II.Y TIPaDN N 2W WK MRIC.B E) * i \\ _.-�)�I/CI,a!/�r r , )\ / t WOOD SMOL AFFL W) Om IN WOOL MK ` . a ! • _ ii1 �MSI DOSIe16 CLASS .•BIBos Ow. COMING CLASS Ours\ , r ,.cox mamt�imam ; .reoaa. le CLis M a« lmaaR Sa ie tn6q VWa0wTomx ,/e WLo� s9 <mwaw N p �n ^"'om• a® O1a,aarflt® - --- maJ lvm MORE) wrD .rsr . - -- a a tAfl-1 af06 A SOS r 5 eu a,•oc�imxt w m - W 4 CAA 1 OR®' sx COW x a N % i t1R all v,a R s `I-T— SEE �..- -- -O•Q• -®-@.0 RA onv a rah ION(n' � sec TO -(�-Q p•®�f)- HE DEW ;' ti- ` s�car..c CL, i �•C�•G�•�®•-/ m,raa6 ��.p. .0-�•®- �•ii-®•�•©- �B f>1.O•®•©_ p.p.®.p. p. ®•[�-(17•(;s~©•(;t- O.O•(It•-O.O.O- ®•O-Q�•O.0•L+- tlt•(�••®.p,p.p. 60•®•(Is-U•C'•$- 0•�O'�'-O f�•�p L6`•ti•ti•4�-�3.4 (>f•L!-®•f3-0• O•(4-(>?•(It-4)•Q END CONNECTION DETAIL ©� END CONNECTION DEWL 09 END CONNECTION DETAIL $N cONNEC7ION DETAIL 8Q �� • xaaaED pav FOR>fa115 CpDxER nab,r-D- snm Are& ,•Y soma ru„are ra•xx eaoD ,/�Y a/�+t,n�ior. iia ova.�� r ossrx N .nerx+mae•rr o.c. rrxawoc,r•,r nc ret lswaaCLi ♦ SEE LMILA710NS OF U5E FOR rn'rK Jw»� 4 __ _.. __�. �'__. ._._. BLADEIA Del SHEET 19 . soma ax sr� aa°pia rn` —sw on wlarama.� {1 OR IAA t 6•5•- " tn. -{'. TOR 10 4 - 42 r_. VIEW Y gm ROM rem DIETAIL END CONNECTION DETAIL END COlDdOWN DETAIL'U. FLM BUILDING CODE Non Nigh Velocity Hurricane Zone • /�• Oxo4D MIECO.INC. O 202D fJSTEfM HELL SUPPLY. NC. TM BEWH No,441 B J�-_ 1!` E C 0 I K e• A�S S�A� Accordion Shutter System * * --- .. Kv WM III W/CR Wt KY.WMW RAVE s.o. STATETilllT TESTING R ENGINEERING COMPANY American Shutter Systwns Y. ODUAFFl6N ew rp 9% axa U.N.aaa 6.,sr,36%NAMNA CL MM MORM a71 Asseeiatlon. Inc. , OLD 1�-Io7 /2/ oAtc: �/ 2020 ' je ORIO . ,t• [ P .� Paone:(305)571-raw.re.:(305)e71=1531 4268 Weatroads%Wve : ORItWING No yFs+' G` yea:tabeaeew•eae West Palm Beach. FL 33407 a �a S�4AL E "LIMo'�"�r.Ill. . 20-164 //Nal111111 P.E. SEAL/SIGNATURE/DATE FLORIDA Uc.0 44167 a SHEET i• � • 0 7 - 1.MAX.A.S.D.DESIGN PRESSURE RAIIMK+110.-110 P.J. 2 MAX.SHUTTER SNNL W S ALLOWED HOLL4 IMM A,D.O R N ON SHEETS 6.7;AS WELL AS N80HIAMING5 IA 0.T.U t If ON SHEETS 18!17. S aaY GEH1aIw1Es 0 w �!- AREwA�wNN�1 O�11T 5 a?061wIG DPP�IICG _:BE MCUAED ONLY AT EXTERIOR ACCESS SIDE OF 20- TYP.EA.END A 8.(A)NV WINOW CIA SHALL ONLY ALLAW A YNfROgI OF 6 OPENINGS (3-0 HOLES)FOR 0 PER RABE AT SPAC NO SHOWN ON SHEET 4. MAX.5 WINDOWS 2 ( � . A �. � (B)ttM.CLFNI/J10E TOP OR BOTTOM EDGE OF IN WMDOVI BIADE© ALLOWED AT W Ifi OF ANY 3.0 HDLE FOR SHALL BE 12". WINDOW BLADE ¢ 1 ' � I (C)FRSF OR I,SF BLADE COMING fRrF FROM SrIp1T:R5 AT ENDS MAY BE HV 5 wRaow BLADE�11 (D)NV MINOOW BLADE©WST BE USED ALTERFNTE TO A SOW HV BLADE 1D iHR0UQ10Uf SHUrtER'S 1110IH. i 3 > > BLADE SWL N]NAK BE INSTALLED ADJACENT TO A SOLD NY BlAOE 1 Al FITTER SIDE OF YHFL1. CONNECTION (F)POLYd11®ONATE HV wwaw®SNLL BE NSIALLID 50 TABS Fr F 4E ROERIOR OF THE OPENING BEBK'PROTECLED.!N WBDOW Wsr BE OETNLS ON SHEETS, i Er � ' {f+ 1QtY R11011LED AND LOCKED USING A HV SETTING TOOL BY ASS% 10k 18 TYP .- I f ,, { a FULL HEIGHT. .1 Li S SEE ANCHOR SMCBG SCHEDULE FOR 1PAN ANDONS MTO W(EENfaN SEET 14 AS LRHrtm BY SPAN AND DEscFI LARD(sEE ADTEs I a 2 ANOM. �� Pf 7.SEE ANCHOR SPIpIG SCHEDULE FOR NEST MID POM1IREOI( I41} ) I Ii 57.SE EA " t WINCING SBLOMCHM LE F R sNEfl 1Nz R,3 AS LaerEO eY I ++ rW-4SPAN AND OEM LAND(SEE NOTE 1 &2 ABOLE). B.MMRRW SEPWTM To MASS S�DAEDULE,PER ASM E-1086: (SEE PLAN FOR WWRELU7rt5) ,�, _ ,�,� TR H 35.. 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In I OLD 17-107 urE 7 2/2020 STATE 11 am NA 3111h.St.3r nX M QWA°'° N84"'OM 71%6 �t 4268 westroads Drive : DRAWING No y� Phon.:(=)571-1LL10.Fax:(305WI-183i OAID . �� r.VwL:wr ilkia West Palm Beach, FL 33407 3 ••....••/ V c—0006NW 20-164_[ 4 r—� aYiTEF A 1RLR Jr.➢.E yA'AAq„�o m SEAL/SIGNATURE/DATE FLalna U.1441a 3 SHE9 20 tf2•x�a�•tt« t� ;,,, INSTALLATIONS W� L HV BLADE & HV f ENTERMATES 1 2_.000-Max. A9 A-G63 DRADE w ` r . „Mc, INTO METAL STUD WALLS j S * f14"a NOMINAL r SUM SLEEVE , 6063-T5 ALLOY _- sf+x s tfa:Doss`neat rx I Q ' 2 ci MMM INUK AMN TO META1 STUD iII1�di 1 S ASRA.G0 srea TRA. eawawQt. a e•Q.C. a es•D.C. -• `. 3.aD0"_.....ti Asnr A-elDs eevmE w w'.o-ea x _,, --- SEPARATION M GLASS SCNEDt1LE N - GALVAMM FASTe= m 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 w to +fY Laic starts ew AS FDosE, {D�) vre�we a ExamaT Face rs APPLICABLE 2. MAX. SHUTTER SPAN. 84" WND ZONE SEPARATION _4x LE I!? EXISTING QAa^S--4 MN'SEPARAT,aN M CLAM _ 3. ALLOWED MOUNTING: i ON THIS SHEET. ASTY E-1990 TO WN o (SEE SCHEDULE) ,� � '�' 4. ONLY ENTERMATT: 21 Wj 24 HV LOCK ARE ALLOWED 1 THRU 3 1' ��7lPEN2ET0RATEw i .' �') � WITH 21 ARRANGED A ETRICN. LAYOUT. e USE (2) (6- LONG. MINIMUM) MUST ALWAYS BE 4 4" +3f4%a 1 4 aosY Teae eAt l EXISTING FW04 iNCLUDEO AT OR OR INTERIOR ACCESS SIDE OF -t•373"-. n m�aiMnc w can AS APPUCaeLE I V, CENTERMATE. g t •2gp`_ ( __.osa'7s MIAM rAsym To SAM lwffmow•rxico w FAx , -a IF a.c. a s`04. R' 1/4 a-20 THREADS l *$ BLADE SLACK DETAIL HYf IS ALSO VAU D FORI 11400 = CAtl5TAUGTION 1J2 2 cENTERMATE 21 APPLICATION WITH BLADE 1Q MOM FAB-L.DK HD s.�t+ 6". 1 1f2•a DAIS-TICK mi,ASTM A-03 MAW 40 6 0.C. COMPONENTS MlEt Sp GAIv.srm t' I CIS W HEADS ILL INUA LAMN METAL STUDS AT te•D.C. Yiw. � R'!!�- E1(3.7 FfatSB AS APPLICABLE SCALE:3J$'$ t" (FW.lOP a gp7T0t1} 7- _ ——_ _ R_._ __ ���. �.r.-..- _-__1__.._ } 1 3f4'x 6 7/4 i R035•T+IGS M'v+. EXISTING{ SS _ - .0W.GAILY.STEEL TRACK CKV*40.� ASTN AGM GRADE 40 W..G-W + SYM�iETRYCAI SYMMETRYCAL = i= GAsvArutED FASTUxED TO s,tros d3o 43b 43c w/t2) s.1J2'TEK SCaEws ore aeN.SEPARATN?N VAWE5-. WTERM 3 DXtEFWR FACE i CENTERMATES_Wj CENTERMATES W/ TQ cuss 2' t EXTERIOR ACC _SIREI'' (SEE scnutE) ;4 --._•--.��{6•Min.) - ._IN 24 -ly a 2 11 ....__ -i' 1.`_ i +i•2.tl I LOCH AT 1 i r MV FIEADERj51t ENDS SIDE CONNECTION TO TRACK VIEW Y 41 .12:.. a, �. _1 r ! (ryP.} r 7. a TJ2"aAx.SIApc kR_ - (Cant.) HY9 B{�SLACK DETAIL Hbf HY@ FICA BINLDING GUOE Non Nigh Velocity Nurricartea Zone 02GDo ro7m.wet. 02020 EASTERN IOTA.SUPPLY. W- �e"\a F r'?' Accordion Shutter System �L E C INC. A.S.S.A. HN.RAM / �°W OR w HN.NIDOL7Yf BADE ND.44 S - v.:y Anton .w'If u"w Syftwns REV.th Delown 011 DAN mum sT: UP * 7I t1T TESTING, ENGINE MO COMPANY Anack pn, [no. r twD 17-507 wtE: 7 2o2D q STATE f exss a:sex a ee. se wlaw owmswe wDecx ut ? y'. Puaw:ts)a2t-,ss4.Fe t:{sos)ert-,an 4268 WestroaQs Drive x DRAWING No �.<`''.A{ORV p' -,n*.VWVAOtlt"'�OA1 West Palm Beach, FIL 33407 a F+SJ ` cA 000es+D y ""•t'' wtLTae A TAtrr 0 P.E. 4 20—i 64 'fin QN m �SEAL/SIGNATURE/BATE �"'al t s4,+sT 6 SHEET