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HomeMy WebLinkAboutPRODUCT APPROVAL'Business Professional Regulation BCIS Home I Log In I User Registration i Hot Togo Submit Surcharge stats & Facts i Publications F8C Stan KIS See Map 1 Links Search b a *Product Approval s� a USER: Public User ,>:ni{riv PmtluR Approval Menu > P,otlutt or/opli,ation Search > Application Lis [> Application Detail FL # FL11968-R3 SCANNED Application Type Revision Code Version 2014 BY Application Status Approved St. Lucie County Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 432-2204 Irodriguez@easternmetal.com Authorized Signature BIII Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L. Bernardo, P.E. 21 Validation Checklist - Hardcopy Received Certificate of Independence FL11968 R3 COI 22SlnoanelsCl.odf Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Florida Building Code Online Page 2 of 3 Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Sprimary of Products PL # Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawing Number 15-042 Limits of Use Approved for use in HVHZ: No Installation Instructions FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- 042.odf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f. Evaluation Reports and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, FL11968 R3 AE EASTERN METAL SUPPLY BA, 9 and 11. See sheet 10 of installation drawing number INC P.E.R. DRWG.15-042.odf 08-145 for other spans and pressures. Created by Independent Third Party: Yes 11968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawing Number 15-044 Limits of Use Approved for use in HVHZ: No Installation Instructions FL11968 R3 II EASTERN METAL SUPPLY INC DRWG.15- 044.pdf Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 12'-11" for+30, -30 p.s.f. and 8'-2" for +75, -80 p.s.f. for mountings without "h" Evaluation Reports FL11968 R3 AE EASTERN METAL SUPPLY P.E.R. DRWG. 15-044:odf header. See sheet 5 of installation drawing for other spans and pressures. Created by Independent Third Party: Yes 11968.3 Galvanized Bertha Steel Corrugated galvanized steel storm panels retained or not by r24Gge Panel (2.25" Deep)- Non- tracks to provide hurricane protection. - Drawing Number 15-043 Limits of Use Approved for use In HVHZ: No Installation Instructions FL11968 R3 TI EASTERN METAL SUPPLY INC DRWG 15- 04 Verified By: American Test Lab of South Florida Inc. Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 9'-B" for+30, -40 p.s.f. Evaluation Reports and 7'-2" for +70, -80 p.s.f. for panels mounted without "H" FL11968 R3 AE EASTERN METAL SUPPLY header. See sheet 4 of installation drawing number 08-142 INC PER DRWG 15-043.1)df for other spans and pressures. Created by Independent Third Party: Yes corrugated polycarbonate storm panels retained or not by tracks to provide hurricane protection. 11966.4 Clear Bertha Storm Panels (2 1/4") - Drawing Number 15-046 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R3 II EASTERN METAL SUPPLY INC. DRWG.15- 04 Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max/ span is 10'-0" for+28, -28 p.s.f. Evaluation Reports A.S.D. and 4'-0" for +105, -110 p.s.f. A.S.D desgin load. FL11968 R3 AE EASTERN METAL SUPPLY See sheet 3 of installation drawings for other spans and INC P.E.R. DRWG.15-046.udf pressures. Created by Independent Third Party: Yes cenlao, US :: 19Q North Monroe street Tallahassee FL 32399 Phone: 850-487-1824 The State of Honda is an AA/EEC, employer; Cooyrioht 2007-2013 State of Florida.:: Privacy statement :: Accessibility statement :: Refund statement Under Honda law, emall addresses are public records. If you tlo not want your e-mail address released in response to a public -records request, tlo not send electronic mail W this entity. Instead, conted the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395,'Pursuant to Section 455.275(1), Flonda statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they, have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address whi(A can be made available W the public. To determine if you are a licensee under Chapter 455, F.S., please click here . product Approval Accepts: Wm K- ,® https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opOD... 9/22/2015 GENERAL NO7E5: 1. SnNiM PANEL SHOWN ON INS AROOUCT ENALLMno, WOMEN, (PED.) HAS BEEIII V DnM FOR COMPUANTE IN ACGDRPWCE MM ME 2014 (SIN MRIM) OF VfE FIBRIN BUILDING WOE INS SM M PANE, SYSILM SNML fiX BE J S A(LED AT HOH MOCIIY HURRICANE ZONES (MLWI-¢AIDE / BROYJ.RO COUNTY) DESIGN MNO J,,GS S,L, BE RETERLONM AS PER SECDON 1609 OF ME ABOVE MENTIONED CODE FOR A WINO SPEED AS REDUIRED BY WE JURISDICnON WHERE MESE SHUTTERS MIL BE INSTALLED AND FOR A INRECIHIANNY FACTOR KC=0.85. USING AISLE 7-10 MR /NSIAILAnONS UNDER 2014 IBC AND SHALI NOT EYCEED ME MAXIMUM (ASD.) DESIGN PRESSURE FMRNGS WDIMI ON SHEETS 4 & 5. IN ORDER M VERIFY WE ABOVE CONORION ULWM DESXW WIND LOA05 DEIER10NE0 PER ASCE 7-10 cM W �cM iFE OW/DMAMY moo) � MND E uRcn By W CUEG ON RIEM SH M 4 & 5 TO STORM PMELS ADEDUNCY FOR IMPACT AND MD RESISTANCE F BEEN WIDnM IN ACCORDANCE MM SECTON 1809. 11 OF n)£ AR DYE MLRpGNED CODE AS PER All REPORT f01J0.01-01 AND fOlOJ01-07, PER SG G 12-99 @ ASAP E JJO-02, SLURPING GENERAL ELECIRIC PLASRCS LOW! IOJ GOWN CHEMICAL CALcaRE J02 V-6 84YER MAIERI / SCIENCE LLC. M+KNotw flew MINIMUM PROPERRES FOR ALL OF ME ABOVE POLYCAROON41ES ME AS FOLLOWS TYPICAL APPLICABLE SFMDARO REFERENCE RESULT �P�ROPERBES PHISYCA. SPECIFIC GRAVITY ASIM 0792 1.20 C/LC L!FFF TENSILE YIELD SMINGIN ASAP LIM 6.700 P.&i. FLEXURAL SM£NGIN AT YIELD ASAP D790 12,500 pa.1 FLEXURAL MODULUS ASM D790 J40.000 ps.i. IMPACE' NOTCHED MOD ASM D256 18 FT-2ln FWF BURNING UMRACLERGVJCS SMOKE DENARY ASTM D2843 75 (MAX) R47E OF BURNING ASIM 0635 C-I CLASS (EMX) SELF IGNInON ASAP 01929 650 'F J. ALL ALUMINUM W&USIONS SHALL BE ALUMINUM ASSOLYARON GODI-TG ALLOY & TEMPER. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 AIG SERIES OR MNMSIBN RESISMN COATED CARBON STEEL AS FER OW 500IB W/ 50 K5I WENT ARENGRI AND 90 KSI TENSRE S,,,,lH & SHALL COMPLY W/ RORIDA BURLRNG CODE SECRON 2411.1.14. 5. ROUTS M BE ASM A M7. CALVANMED OR ASI J04 SEWL5 SMINLRS STEEL. IYRN 56 K51 MW MD STRENGIN. 6 AN5NAP5 TO ,ALL SHALL M AS FDLIOWS SEE SHEET 2 OF 5 FOR APPU£ARBMS (A) FO EVYIING POURED CONCRETE' MIN FC - J KSF TAFCITN ANCHORS MANUFACMRED BY L.T.W. wwEGr X 7/8' CMX-IN ANCFM OR ELCO MANE & FEMALE RME(MM:' MMUFACMRM BY PDMRG FASTENERS, INC AND ELCO C016lMJC]ON PAOOUCIS RESPECTNN.Y. -1/4' I X .1/4- ALI MINIS S"-SET ANCHORS AS DISRIBUTED BY ALL MIRG SEREW. ROLL G SFECMLTY GONPANY. (B) TO EXISRNG CONCRETE BLOGL MIN: ASM C-9O -1/4" 4 TAPCON ANCHORS MANUFACRAMD BY LEW.. BURDEX. -1/4- e X 7/8' MIL -IN ANCHORS OR ELCO MALE & FEMALE VANLIA(ATi LMNUFACIURED BY POWER FAAINERS INC. AND ELCO CPNSiRITC(lON PRODUCTS, RESPECR LY. -1/4" 0 X .I/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY A POPRS SCREIY, BOLT @ SPECIALTY COMPANY. NINES: B I) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELLO PMELA61i5 INTO INC CONCRETE BLOCK UNR SHALL BE 1 1/4' 8.2) 718 �-NEMBANCHORSINTO 3/4' SOLD DE ANCHMS IID��L BE EMEMLY EUDEODED WM RK 2 CONCRETE BLOC 1/4' A-2D SCREWB USED SNAL BE 1 1/1"LONG MINIMUM SNOOD SWE0 EIRSI. AND I' WWMW FOR WALLS MIN NO STUCCO. B.J) IN EX6RNC EC45T STUNS OR PRECAST �E7E PMELS BE FOUND ON IM Y/ALL. MANCNNG, SHML BE LONG ENOUGH 10 RMCH THE UM1 STRUCnWE BEHIND SHCH PMEL,, ANCHORAGE SIWL U£ AS 4VOIGTEO ON NOTES W at) & O2)ABOVE (CI � Be INSTAILEv FDLLOMND AIL OF THE RELDMMENLMnONS AND SPEcOMV1LWS OF WE ANOIOR5 M�AC 7, PANEL My ALSO BE INSTALLED HORIZON4LLY MUMING WSIALURLW W&LS SHOWN ON SEG(IONS I WRU 5, SHEET J OF 5. B STORM PMEL ANAL BE REMOVED AFTER ME HUROGANE AND SIWL BE SLOHED AND PROPERLY GAWTAINED. 9, R SIMLL BE WE RESPOMSOIIIFY OF ME CONRMCMR M V *`Y 110: SOUNDNESS OF ME SiRUCNRE WHERE SHUTIER 6 M BE ATTACHED TO INSURE PROPER ANMORACE. I0. SHUTTER WNUFACIURERS LIBEL "a BE LEElJM ON A READILY VLti1RLE LO-/ABVN AT STORM PANEL SNORER IN ACCORDANCE Y NRH SEERON 1710.&J1OF FL2F0 WE FLORIDA BUIME BELE Be PULED FOR EVERY OPENING OUS 11. ME nDN n4IRRPOLONG PREYO// WIND/RUN WTNI9ON. FAUX AND SM SHUTTER TRACKS ALL AROBNOPONLIMDUMCM. AC! 12. STORM n so JURLSO'LLRDwWI£RE S INDICATED R IN TH M. MPO FLU!; ANY BURLYNG AND ZOMNC PROVIDED BY IJ (A) MIS A.ED. PREPARED BY MIS E VN,,, 6 G`RER1C AND DOES NOT PRONOE WIDRWTpN FOR A SUE SPECIFIC PRO/ELT., IE. WMRE WE WE CONDI ONS DEI&VE FROM ME P.E.O. (B) EGNIRACMR TO BE RESPONSIBLE FOR THE SELECTIONPURCHASE AND lN57AL1AIlON INCLUDING UFE SAFETY OF THIS FRODUCT. LASED ON MIS P.ED. FRONDED NE?SNE DOES NOT DEYNTE FROM WE CONDITIONS DEUCED ON MIS DOCUMENT CONSMUCnON SAFETY AT SBE 6 ME CONIRACMRS RESPONSIBINTY. (C) 1HS P.E.D. WLL RE CONSIDERED INVAIO IF ALTERED BY ANY MEANS (D) S,, S!,ECIRC PROIECT5 SHALL BE PREPARED BY A £LORRM REGISTERED ENOWP£R OR ARCHGEC/ WMCN MLI BECOME PME E.D. ENGINEER EN,NEER OF RFMCORL ACUNC AS A DELEGATED ENCODER TO ME P.EMR THE PROMT AND " Wa BE 0. M9NF.LNLE RWE SH4LPSUFER USE or UMR 0 Tq5 ME LITTER WE SnE SPECOC DRAWINGS FOR RENEW. (E) MIS PE.O. SHALL BEM ME PILE AND ORIGINAL SW AND SM.AWWRE OF ME PROFFSNWML ENCODER OF RECORD TIE4T PREPARED IT. NOTES., .`J: ENSF MO FOR ELCO PMELVATCS !S Al) MINIMUM fMBEDM£NI IRO POURED CONCREIE OF TAPCON ANCHORS IS 1 J14 A1B1 A2) 7/6" PVX-W ANCHORS AND J/4' SPUD SET MLNORB SH44 BE ENTIRELY EMBEDDED RIM WE wuNED coNLRCIe_= !q ENBEDAIINT IRO SMGEO SiOLL OF PERMRRD. 1/4' 0-20 SCREWS USED SNAIL BE 1 I/2" LONG MINIMUM SHOULD STUCCO GaSL AND I' MWINUM FOR WALLS wRN TA7 s(uOCo. AJ) IN GCSE' TPAi PHECAS! STONE PVH M CONCRETE PANELS; U PAVERS BE FOUND ON WE tAISING WALL AL FLLYIR�'+. ANCHORS SHML BE 1A1) ENOUGH M AFACH ME AWN SMUCMRE B£FNTD SUCH PANELS, ANLNORILf SHALL BE AN e��k,0�•.. WD.YAICD ON NOIEB All & A2I AFIRE 'eAAeI/,E`P' Si�1vP THIS DRAMNO SHALL ONLY BE USED TO OBTAIN PERMITS IN ME STATE OF FLORILDI FLORIDA G.rAW BY ru EASTERN METAL SUPPLY, INC mR .z94 KST.AWOS AxrY .m F4Ur MAOL n JJ41T 15-046 ae.we w �� M�rrne O CLEAR PANEL u PL110'— aAOW'— —Jew @ DDURLE WIDE CLEAR PANEL 125' e rw1- h,• cavarr mtHWe (sY ScxWq—� e•� rw STORM PANEL TYPICAL f9Y'APDN N t.S 'r 3 _T _ �_�, a ;�.• aka a]— _`-` —1—t Al- LS L Aan wac -W -i. so' -I V 3' ANGLE BUILD OUT V .JA- a. 4� F- TRACK ANGLE O REVERSED "F- ANGLE © MINI WALL f 75 x0632DETAIL L• BRACKET F TRACK TRACK ANGLE WITH -STUD (t) 2"W(MAX )x 18` ANGLE WITH STUD U KEY HOLE AT PANEL Q KEY HOLE Y COMPONENTS SCALE: 3/8" = IrioamA nutwimo CDDE N rovf.r ov \ oa ¢m RkIIkW vYsuaR (sr enrm¢e'rd JVArWDA \ X e� \ au asA —�— r ro /max ass I I/�1-aA, r• SSLLSM/. 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M.)"�Mp1"E`n"`"c"` atnL_O OUT /NSTALAT/ON rFUINr .L FL OR MOUNTING INSTALLATION SECTION 1 SECTION 2 SECTION 3 SECTION 4 �nM/pAl1y LNykS np r. 0.- yyY ixS ra51WY fXK-OS --. � I I �V iULRe O'.TRI[ Cad 5 ' a S w/ I' IIPLWIY saYn'nr6x ro rr/a I]EIB6 alss �� � rytE S S_nSY/ rouarnr—J......�..'r C RPAIIBAIX LVCpJS d — JT' IIIIII roetr+s rAaO/Wc cur -Ws p o c a (s¢ sa¢ouE sd sv.�cWc) CEILING & FLOOR MOUNTING INSTALLATION SECTION 5 Stet W/IX WaS .WE' J/I•IrJ YTYtl( HWU Y.ICIW[ $rFM w I A5 p£R MIFS Ap b A]/{$SNtR I) IPAp Y4C/MY�SCMM P/IEIC�� 4S RF MJIfY A3 tr H1 (SNRr 1) E A.. @S C6pMi cE,1S! LLATION DMkS, SC4LE 3/8- = F' V .�, NDR — LOuMmw O SECnONS Wd[/RMR/LV Y MW Y70 WO SF[DONS GN R' LtlY84VFO AY r0 SYIT AW 05IIllAlIOK O INC ID' CODE (Non Nigh Voloeily Nurrteon. Zone) 'LEAR BERTHA STOR1d PANEL 225' DEEP aa/w/ ea raa. EASTERN METAL SUPPLY, INC r1u nest AVA Na1i oar neu ar.Ypt n .wot aylvll xYR 15-046 owwwc IY 1I I�. 6101 INA UX Owl I "WNY 42n ®pL ,u,� �J 4v. 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U • I „ Professional -r r _�• _ BCIS Home I Ing In I user Reglstri tion I. Hot Topics I Submit Sumhatge I Stairs ® Facts i Publitatlons I FBC staff I BCIS Site Map I finks I Seamh Fjoli a AA6�1 Product Approval �r �" USER: Public User a Protlucr Approval Menu> Pmautt or Apolira[ion Search > Aoollration llst> pppliwtion Detail FL # FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived O Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@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 © Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A.. Tillit, Jr. P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 .Validated By John W. Knezevich, PE , O Validation Checklist - Hardcopy Received Certificate of Independence F1389 R8 COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year (of Standard) Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified By Sections from the Code Year 2005 2005 2002 1994 U • N Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 04/29/2015 04/29/2015 05/07/2015 06/22/2015 FL # I Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Extruded aluminum interlocking blades retained by tracks Blade 3 - (Non-HVHZ) - Drwg 15- (top and bottom) for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG.15-086.Ddf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7" for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-086.odf Created by Independent Third Party: Yes positive ASD load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade. w/o window blade and 8'-11" for 62 psf, 9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for others ASD pressures. 389.2 Bertha HV Accordion Shutter -Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 15-085 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 TI A.S.S.A. INC. DRWG.15-085.odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile level "D". Max. Span is 16'-0" for 30 FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG. 15-085 HV.Ddf Created by Independent Third Party: Yes p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. load for HV blade for Keystone mountings 7'-0" for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans andpressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO- (Non-HVHZ)- Drwg 15-084 (top and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRWG.15-084.odf Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A. INC. P.E.R. DRWG.15-084.odf Created by Independent Third Party: Yes for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively E ne.t Cantart Us:: 2601 le fir Some Road. Tallahassee FL 32399 Phone:850-487-1824 The state of Florida is an AvEEO employer. Coovrl9ht 2007-2013 State of Fannie.:: Privacy, Statement :: Acce55ibplty Statement :: Refu no Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the uffce by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275 (I), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address it they have one. Itle smalls provided may M used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click hem. Product Approval Accepts: 0 R R a Credit Card Safe E] MW19:11LIML911 1. BERMA N.V. ADOMON SHUTTER S TO SHOWN ON ME PRODUCT L AIIWVbN UM MD.) HAS 5 BEVERFED FOR COU?NNICE DI ADDMAHaZ WITN ME 2N4 (50 EODIDN) DF THE BU)MM BOOM COOS ME ACCORDION SMIRIER SSTEN Se'I NOT BE DSnllID AT WGH INRRRAE ZONES. DESIGN WIND TAWS s W DETERMINED AS PER SECTION 16W OF ME ABOVE UENBKWEO CODE PDA A MSC CORD SPEED RELURN BY THE JURISDICTION WHERE SHUTTER WRL BE INSTAIIID YATH A DOECTIDNALDY FACTOR M-025. USING AYE 7-10 AND SHALL NOT MCEED THE UAAMUM (AMD.) DESIGN PRESSURE RATINGS IIIDMED ON SHElilS 11 MRU 15. 19 A M N ORDER M VERIFY ME ADME CONDITION. ULTWTE DESIGN WIND LOWS DETFAWNED PER AST.E 7-10 SILALL BE NET RFDUCID TO ASA DESIGN RIND LOADS BY NUIXPF VNC MEW BY Me IN MOM COWRARE 816E W/ WAX O D) DESIGN PRESSURE IWNGS DOOMED ON SHEETS 11 TITAN 15, 19 A 20. IN ORDER TD VERIFY THAT COMPONENTS MID ANCHORS ON T16 P.M. AS TESTED. WERE NOT OVER STRESSED. A W ■ INORl N AUUNIABLL STRESS FOR WIND LIDS WAS M USED IN FREE ANALYSS. HOdMR, A CORD MINION FACTOR GA1.W WAS USED FOR VERI Waft OF FASOWERS N WOOD. BBWIW N.V. ACOMON SNUBBER S1$EVS ADEWALY FOR WIND AND IMGC I05'KE W IICT UTAD HAS BEBI VER5VD N KODR6WCE WITN SECTION 1609.1.2 Or 111E Maw ANTI WOE AS PER M, REPOT ' -PAL TRADE D /0214.DI-0 f0715.01-OJ. /1004.01-a% /1214.01-D5. /017.03-OE /06W.01-I0 AND 10210.01-11 AS PER TAS-ml. E15-m AHD TA "3 PIAT000.5 MA AAY E-IM AND E-1996 STANDARDS (U,E LLVEL D. WIND ]'ONES 1, 2 A J) A 0IM41-10 AS PER TAS 201, 203 R ZOT FNIOOYS IMCE L'SSOE - V NOON HAVE ® /OW5.01-08 AS PER ASRI E-186 MID E-I996 (MERIC ILVEL D. n110 ZONES 1. 2.3) BASIC PRNECINN ONLY AND / WMOI-BB AS PER TAS 202 PROOCO(- I NV BIRDER Oi MID W UNION DIME ® ARE ENGINEERED TO W N UNION Mall EACH TAMER UNDER ME GENERAL UYITAIIOS AND CMIDIIIOS O' USE NDCU' O OR SHEET 19 S BFMI H.V. MOO DION FINE (W SCREWS). USED AT RABBI KNIJCKE AND FOR DIRECT MOUNT CONNECTION TO TRICKS STILL BE /I42.75- AND /14KI.W RESPECINELY. 410-M WNW1N SERIES SAPN55 SINL SCIEMT NTTH 1350 W nfLD SRNNH AND IN W lFNS!IE SRENCM. PIS SHAL M COATED R11N BFIifIN HV DWROSHm CM1NG SYSEY AS YINUFACNIED W APPRWED LM1MC NWEKAlORS. REGSIpEO YIIM AUERICAH SHUTTER SYSNFK A4WMIDN. ANS MUST BEAR ME HV YNWMC ON THEIR HEAD. 4. ALL A. AWWU EDRIEID S SI11. BE AUWNUM ASSOBABON AIN AND TEUPFR AS INDICATED ON SHEETS 2 AND S UNIYUM Ym STROCM FOR 606J-76 AHOY 6 W.0 W AND 35.7 61 FOR 6005-15 NEEDY. S. ML SCOURS TO BE SA00E55 STEEL 304 OR 318 .USN SERIES N CORROSION HESRFAM CM1ED CARBON STEEL AS PER ON 5001E WITH SO W AN. EIDD SIRENGM AND 90 Hsi WN. TENLLE MOM. AND SHAL MINI W/ FUNWA BALDING RICE !ACTION 2411.3.14. . 6. BOLTS TO BE AM A-3N CAVANBED STEEL OR AL 304 OR 315 SERES STARKEST SERE. 10111 35 W WNDEUM Ym STRENGTH. 7. SEE THE MUCW6NC STEELS MR ANCHOR S FIMTM,'W BLADE Q : 12.13,14,15 NID W HV GUIDE: ()A Q RDRNOIG N IW60W 12. 11 A 15 E. M6 SERA WV. ACCORDION SHUTO ASIEU DEARS A US PATER /8'779,562. COYPONENIS V ME APPROVAL ME COVETED, N WNDUE OR N PART BY U.S. ITEM /S45E179 FLED TO EASTERN MEPL SURLY, NO. 9. R SH U. BE ME TESPO9BIRY OF ME CONTRACTOR ND VERIFY ME SOUNDNESS OF THE STRUCTURE WMHE SHUTETI6 TO BE ATTACKED TO OSURE PROPER ANOIORML CONTRACTOR TO SFM/GLLRK AL SHUTTER WIffQEIff MOM IWI H RFILNN. TWIN FASHNNC W CONTINUOUS WMM.1 wN ME BHIIDDIG TD R$VENT WND/MN NIM610N. 10. EACH UNIT MUST BEM PFANXEN UR1 N A VEND PACE'AM WARNING NNE: DURING PERIODS 1Y HURRICANE WNNBICS TWEE gMER. FOUND. OR OWES, MUST PROPEI6.Y CASE ALL W AND NO CEOESWTES MID ENGAGE OR MCI( ALL IN AND NO LOCKS. 11. SHUTTER WWIIFKi11RER's LIBEL SI11 BE U)CARD ON A R Y MINE LOCATION AT ACWRDOM SHUTIEi N ACCORDANCE RIM SECTOR 1710.8.3 OF FUNWA BURIVIC WOE OM IALRE. SHWA RE TIMED FOR ENO' O41ING CVELNO TO COUPLY WDN SECTION 1716B3 OF ME FLORIDA BUI1D010 RIDE IL BEMHA NV. ACCOWDION sN11ER STREWS NSTAU.A1bN SHA. DINKY WATT SPLCS NNCATED IN MVE DRAG PUUS ANY WILDING AND ZONING REGULATIONS NINON BY ME.ARSDEBON WERE PFIEIR E AGPIfr]I 16 11 (a) WAS PFA P3PARM BY ILLS ENGINEER IS GENERIC AND W6 NOT PROVIDE NFORMTMN MR A SITE SPECIFIC PMVECT: L4: WHERE ME SITE CONDMONS DE MIE FROM ME P.M. (b) CONTRACTOR TO BE RESNGB6IE FOR THE SUECTOl PURCHASE AND 1NSINLABON DYILDENO LIFE SAFETY OF M6 PRODUCT, EASED ON ME PMD., PRPMED M/SSE W6 NOT DE MIE FRNA ME CONDEMNS DfDIED OR May DOCUMENT. CONSTRUCTION SAFETY AT SITE R ME CONIRICIORS RFSPCNSBMY. (<) M5 PMB. WLL BE CONSOEEn eawo E WEED BY ANY UEMT. N) SITE SPECOC PROACTS ORAL BE FREPAJED BY A BOOM REFSI M ENGINEER OR ARCNOECT IMC H Rill BECOME ME I N COMER OF PEDORO (COM) FOR ME PROJECT AND WHO WILL PE SUE FOR ME PROPER USE OF ME P.E.U. ENGINEER OF' REW W, ACTING AS A OE VED ENGINEER M ME PED. ENGINEER SNAIL SUBMIT TO RI6 TATTER ME 611E SPECIFIC DRAWINGS FOR REVAEW. (e) ORGNAL PLD SNAIL BEAR ME DATE AND ORIONAL SELL AND SIGNATURE OF ME mrESSBNAI newast CO RECORD THAT iNzmAN:a IF IL ECO/.e. TINT TESTING k ENGINEERING COMPANY Ub NE... S. U4 ] WFVM G'DENT. RPM1M. Nm:: (.lmb'l1-I510 . F- : (305)971-1111 e-mo.T: oTx'aam.rna N 05t61I9 WifR A TRIGS RDEtd Ik, 1 .4 Nl676) TABLE DF- CONTENTS GBE RAIL NOTES SMET I SISTEL COMPONENTS /-20 SHEET 2 S M COUPONEMS 21-17 SHEET 3 TYPICAL sNTTE( A65EMBLY W8 SHEEP 4 TYPICAL INDIDOW RIME h "COW DETAL AREA ?: NV BLADE n AND W WINDOW BLADE fQ (WHERE APPLICABLE) TYPICAL SHUTTER El"ADON 8: NOTES ON LOCKS SHEET 5 INSAUAMN MAINE A-F, COSREIE/REDO( SIM 5 INSOLATNIN DETAILS O-M. CONCREIE/BIDCK SHEET 7 CENIFRUAIE DETAILS W SHEET a CEITDHMATE ALIFANATNG DETM5 HV SKEET 9 END CONNECTION DETMI 1-6. CONME E^00K FEET 10 UN(IYUN SPAN TABLES SHEEP 11 ANCHOR SCNEDUEE- CONCRETE A BUICK SHFEf 12 ANCHOR SCHEDUIE- CONCRETE h BLOCK FEET 13 ANCHOR SCHCDUIE- CONCRETE a BLOCK SNE'PT 14 ANCHOR SCHEDUIE- WOOD SHEET 15 RETALIATION DEDUS M-R. WOOD SHEET 16 INSTAIATION BUMS S-K. WOOD SHEET 17 END CONNECTION DETAILS 7-12 A IC ROOD SMEf 15 AREA-3: W WINDOW BLADE R ONLY TYPICAL SHUTTER IDUNATWN. SHEET 19 AREA 4: W WINDOW BLADE n ONLY INSTAUATION DETAILS, UEML SHED WALLS SHELF 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American Shutter Systems Asseclatlon. Inc. 4268 Westroods Driw West Palm Beach, FL 33407 CR 00 DHV SOLID BLADE COVERED UNDER US PATENT # 5458179 1R HV WINDOW.BLAD LIMITATIONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER M D ©HV ADJ. FLOOR TRACK QUALIFIED. FOR USE W/ IN BLADE T11) 5063-T6 ALLOY AND TEMPER LAW OBI O9J' U ero 1.606' 11 HV CEILING HEADER 0 FlED FOR USE W/ IN BLADE(II ONLY, SUE SECTIONS FOR VALDIiT'' ) 6063-TS ALLOY AND TEMPER 16 SIDE ANGLES QUALIFIED FOR USE W/ IN BLADE D 6063-I6 ALLOY AND TEMPER 9 ?• 3O HV UNIVERSAL FLOATER QUALFlEO FOR USEW/,ITV BLADE lO fi005-T5 ALLOY ANO TEMPER �222¢' 1.500' ^e, (TN3 a T (2)HV ADJ. ADAPTER W/LIP OUALFlED FORUSE W/ HV BL10E AN 6063-16 ALLOT AND TEMPER - vMiE6 1g'� 1915' ._OBS• .OSuI'. 060' e. TA mB� �� HV HEADER/SILL QUALIFIED FOR USE WG IN BLADE�ONLY 6063-T6 ALLO AND TEMPE ALUMINUM ANGLES OVALWED BLADE I OFOfj USENLY. W/ HV 6063-I6 ALLOY AND TEMPER ®HV DIRECT MOUNT QUALIFIED FOR B �E W/ HV I 6063-I6 ALLOYOY TEMPER , T• gf 3 1 � A.eJ6• BOHV WALK —OVER TRACK QUALIFIED CDR UySE W/ IN B ADE 1 6063-T6 ALLOY D TEMPER d14. • .09J• .O9S 60 J. 13 HD CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADE lO - SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A i22- t9T'1� 0.19r CARE, ® 2- S' W%.I 0.119 0.151' .' JGENSE -9 : IL ECOLNC. TILLR TESTING & ENGINEERING 66UPANY STATE OF t W Aw nY U . $ . M.. Am W106Y avroo+x name .v Pond : D02)"I-1530 . F. : (30)BH-ISJ. .-mau uY.l9Domsom '• FLORlO ; � ��� G.. FSSI ••L••••LE�T !W....YN A...MYI.. .....' FA u,Te YN1FR A iYR J,. PC F1ava uc I w+eT 149 (S)HV 90'/18STARTER QUALIFIED 6OR USE W/ HV BLADE (1I 600-Tfi ALLOY AND TEMPER R.6A- 99e' 6t2 12 • 920 O HV TRENCH TRACK QUALIFIED FOR USE W/ IN BLADEQ ONLY. 0063-TS ALLOY AND TEMPER VMIES t936' o I - .1L• 14 HD WALL HEADER/SILL QUALIFIED FOR USE W/ IN BLADE 0 ONLY. 6063-T6 AMOY AND TEMPER j % Y 1 III Y R' 0.125' ,2C�0� CORNER POSTS aIALIFlED FOR USE lY/ HV BLADE n 600-T6 ALLOY AND TEMPER A.S.S.A. American Shutter Systems A93ocfation, Inc. 4268 We.46ads Drive West Palm Boech, FL 33407 HV RAINGUARD OUAl1F1ED.i0R VE W/ IN B ADE 1 6063-76 ALLOY A 0 TEMPER Hurricone Accordion Shutter System KY. MAX 01 W/ OR W/0 NV. WNl(7N BLJE AWING No 15-085 11 DO 4. 2 ]43' ' On' 7a 3,]gs• 6�iY 21 HV CENTERMATE OUMnED FOR USE W/ W BLADED& ® ONLY 6063-TS ALLOY AND TEMPER o- PLAN mg zm"m Z LOCKER FOR -T' LOCK CENTERMATE QUALIFIED FOR USE W/ W BLADE 1OONLY 6063-TS ALLOY AND TEMPER x m4• LJ36- sss' �QUALIFI6063OT6 ALLOY LOCK (BLADE 1 OW HE) CENTERMATE W/ 0 ROD QUALIFIED FOR USE W/ HV BLADE 1 & A 6063-T6 ALLOY AND TEMPER VW6. 13' NM. Est mrasl (g LOCKING RODS OUINURED FOR USE W/ W BLADE (1� 6061-76 ALLOY AND TEMPER HOLE 11 TO AT TRACKS FORINSTLATION WILLE QUIRE PROPER EL/80MEM 6063-TG ALLOY AND TEMPER m Ve-m.1/3' 14'-Aamm euJ Du ,rAI xwmc rnwll ssss s4sn vuam V ]10 _ HV LOCK AU ED 6E W/ HV BLADE 1 & QNN ONLY. QUALIFIED FOR USE W/ W BLADE (((ONLY 6063-T6 ALLOY AND TEMP �3j HD GENTERMATE'S INSERT OUALIFlEp FOR USE W/ kIV 81ADE�& t� 6061-I6 ALLOY ANO TEMPER � V��-/-2N-I J LI/4.1 FT�j HV 1/a" 0-20 AISI 304 SERIES S.S. THUMBSCREWS GuALFlEO FOR USE IV/ HV BLADE n N se L. 72 0 3 N,. /ST'P1EE1T E1 TIWT TESTING & ENGINEERING COMPANY v. "In 10 LLo=. (]0!)0n-13X1 . Fm a (3N�11-15.1R 1!Q r-? M" rlaei -m m n� vuv m Nd DOe. -_ eL3ss Ln,4Jm (OLAIF PlAlfa) ® HV EGRESS LOCK QUALIFIEDj OR USE W/ W BLADEV & ® ONLY. PUS C Nun R 2' uaDn ro ^ scwTr y - i 3C0'AFTER RIVETING 9ETi1RE RVETwD S.S.x 3/a' «THU THUMBSCREW ]IP,/4'0-20 RIVNI I _ SaI6 9u4 / NJM (NR4-M XUOO UN2 rVN¢ op 62_i.I s,AT xMImR. PIRT I wM As .1MMM u Mr Avw pfgRY tIXIIXW. PNdRWH. 1Eo JF19.Y .. OR EgML ® HV "T' LOCK ® NV ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FGl U5E. W/ W W/W BLADE(I)ONLY. BLADE ONLY. a.w5- w, 1 azs• .'_' J 1MMD Ll n6fR aR Ka OYUNDER nm J0� Y W AIIevvATE MORTISE LMS SRES 2u3 HOOK BOLT LOCK QUALIFIED FOR USE W/ HV BIADEQI & A.S.S.A. American Shutter Systems Assoclation, Inc. 4268 W.strood6 Drive Wost POIm Beach. FL 334U' 0 2019 EAs1E101 METAL SUPPLY, DIM MR -THAW. Accordion Shutter Syster KV. BLADE ¢1 W/ OR W/O KV. WNDCP I RASE n. IT1cNvnox . e. W. ML I OLD 11-192 4/13115O 4/13/15 2 DRAWMG No 1. 15-089 Do SHUTTER ASSEMBLY SCHEDULE FOR HV HV Q HV BLADE 1 ® HV BLADE IA HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HW NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'0/16- THICK NYLON WHEEL 0.188% AISI 302 SERIES S.S. TGVETS ® IN I J/4' ACCORDION PIN W/ /8 HEAD i ® M 2 3/4' ACCORDION PIN W/ Q8 HEAD ® POLYCARBONATE IMPACT RESISTANT HV WINDOW t PiTr UIREMENTIS AT EXTERIOR BLADE KNUCKLIF FOR (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q OR HV ® BLADE. TyP (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF FIV ACCORDION SYSTEM W/ HV 1Q BLADE WHEN CORRESPONDING TO INSTALLATION 'It", SHEET 7. (3) HV PIN © OR © W/ 1/2` O.D. 1/I6" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET F K W-wimj (1) HV BLADE SOLID & to HV WINDOW BLADE DETAILS N.T.S. IL ECOIrE.. # TILLER TESTING k ENGINEERING COMPANY asu nv. .v ( ss. 71-I s. F a: (205) I-IM a vrou: (msjeTl-1ST0, ve.: (ws)en-Iai • ¢ WtrmoM.wm '"•re-0ocna fMIW A NLf b. Pt. /DATE rum+w, u�. / ••,er .Ieu•n �6�'S�T'� DE .08t5' • r� L6fS L6]5' POLYCARBONATE SOURCES FOR 4 mrx imma noes. sunm m.r u•vua a/® vc ovxv asu ma cna evH' 0ou eA: rraauru: rzKvlt w0 nnwix Aso ua uw r.e. um P•+ wwcr smrcni n son •.n. mro �zam P•a �x•m • ima¢u� d ra+u ua a Hier n n-.T awa ter,•......,.. Pus na c +.... nx urz a ewx ry me c-, aav o-I ,...a sir ovm un P,n, ,en ♦ em'r erg ,mv c a s0rsr smonm usw .sn ea can.+, mva aaa Dave acnrnx .sm, m a•a, ,�+- eve P•+ A.S.S.A. American Shutter Systems Association, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 Hurricane Accordion Shutter System KV. MADE d1 W/ OR W/0 KV. WINDOW OALE Na D0 ®•0" 0.0 w (3•0 m •E;'RE'IIEGIlE7 0 0 0 O I _ 111g111 w I O �I �1:. I 11i I1� Y S1O ©© D O—§! 0.... 0.... 0 0 m 0, ®wow©• Oj w RQw 10 ,@w 100 TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. a ®-117 /_"w OF CORNER CENTERNATE *NOTES ON BHVVDWLAMM AND CENTEi®ROMATES: OR 12 �IArA LOCK 0;�3?NAY BE .I-SED S NI INSIDE OR OP TO 0'. AND MR AL GH 1T AMSPAN OR CLRTERMTES W/(2) 1/4.0-20 x V2• LONG FLAT HEAD S.S. M.S. LOCATION OF LOOK SHALL BE AS IFN�maTm ON TYPICAL WITTIER ATION. 2. IF DE4RED, FOR BETTER PFRFORRWCE OR FOR SECUPoIY PURPOSES, UP lt7 T11D HV LOCHS Oft NAY BE USED AS AN INSIDE OR 011190E LOCO CONNECTION OF LOCKS TD CETIEANDES OR 0� SHALL BE AS INDICATED ON NOTE (1) ABOVE LOCATION OF LOCKS SHA L BE AS INDICATED ON TYPICAL SHUTTER EF/AT14M 3: OPIpKLI COIDRWN /2 N,L_D ONLY YAIED WNOAIDR! CMDTK Il OR LIMITED NAN Mlnf CCKDRION �2 R L� W/IWO N.V. LrMxS)• LaIUNG RODS 009S ARE NOT REQUIRED AT IITRRICANE POSITION, BUT NAY 'BE USED IF DE9Rm 1D EMANCE SHUTTER PERFOi(NANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSmON (NON HURRICANE POSITION). {, N/3pARMV CaK4DW 82. ONE HV LOCK 0y� ® SHALL. BE USED AT C/01 CENIERYATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. NV LOCK V cr O SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER cENTTRYATE W/(2) 1/4 0-20 x 1/2' LONG MT HEAD S.S. US TOD LOOKING RODS AT TOP $ BO OY SHELL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. NAKPNY SHUTTER SPAN SHUL BE DETERIVNED AS PER SUIEWDLiS SHOWN ON SHEET M 5. • ONE ALTERNATE W LOCK NAY BE USED IN LIEU OF HY LOCK FOR ANY SPAN AND INSf TIONS AT ANY ELEVATION. ALTERNATE LOCK Q) WY BE USED AS AN SIDE OR OUTSIDE LOOK. ATTACHMENT OF 1/4'0-20x3/4- S.S. THUMBSCREW TO 0 OR 0 CENIERMATES SHALL BE UADE W/ 1/4'0-20x3/4' ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET B. ONE LOCK SHAM BE USED AT 1/2 OF SHUTTER SPAN OR MD LOCKS AT 1/3 OF SHUTIFR SPAM 6. ONE W LCCK 0 W 6 er 0 SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IV ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 98', AND FOR INSIAU.ADOHS AT ANY ELEVATION, HV LOCK 0 or 0 er 0 MY BE USED AS AN ISDE OR OUTSIDE LOCK. ATTACHED TO ® o 0 SYIDMEIWCAL CENIERUCTS W/ (2) 1/4'-M x 1/2' LONG FUT HEAD SS. NS. �OGTWN OF LOCK SHALL BE AS INDICATED ON TYPICAL. SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ OR TOP AND BOTTOM IS COMPIEnLY WWOVORY. *NOTES ON Hy "T" LOCKS AND CENTERMATES: 1. ONE ALTERNATE MA T LDLN WY BE IfWA. ED IN LIEU OF W LOOKS y3 OR FOR ANY SPAN AND WOMON AT ANY ELEVATION. A.coRORKIR I, VAD MY FOR TE LOCK 0 Y DE USED f5 AN MSNE OR LOCK. ATTACHUEM OF LOCK INCLUDES USING RENFORCMG LOOKER , AS SHOWN ON SECTION HW. SHEET 9, WHICH MUST BE CONNECTED TO CENIERUATES 0 AND "W/ 1/4'0-20 x 1 1/2' LONG S.S THREADED BOLT W/ 7/8'0 x 3/32' WINGNUT OR W/ 1/4-0-20x1- S.S.MS. INTO A 1/4'0x 5/e' 111 LOCK MY BE INSTAD.m AT MNSPAN OR 12' WxIMUM ABOVE mo eEIDW mospAH. USE OF TYO LOCKING RODS & TOP AND BOTOY IS MANDATORY. *NOTES QN HD LOCKS & CENTERMATES: 1 Da CAJ W/ MD CURaIYATF9(31 OR 2 W/Tit : ME ALTERNATE NO IDCKW UAYBE USED IN UEU OF HV IOCIG OR i0R ADTY SPAN AND MSTAUAIDNS AT ANY E3EVATIOU. ALTERNATE KU MOCK ® MY BE USED AS AN INSIDE OR REMfORCFAIEM L•SFIa AS SHOWN ON SECTIONS HDBCKANHv1H AND HOC-HM• SHEET 10. UD K MY BE DSDllEO AT WDSPAN OR 12' YAXNOIY DEIOW OR A� NOSPAN. USC K IDLI(MO RHOS ®6 COID'lEE1Y OPIIaW. IL ECOENe. TIWT TESTING $ENGINEERING COMPANY :9_'• ;'�0: � 0.U! xw. wa x. 0a. Oox wwxu ueaa. nam. v �' F, �1 � PMna: (]a570n-15J0. FED: (IM79)1-ISII �T �V R(�R � ` `` -md NleiaOaoLmm /r ONALE \\ OUSTER A 1W! t. Pz .. � //M..,.,.uM.... r...F MMM L't F NI.6J &S.S.A. American Shutter Systems Association. IBC. 4268 Westro0ds Drive West Palm Beach. FL 33407 ® 2015 EASITRN ISIAL SUPi4Y. IND. BERTHA HVTY Accordion Shutter Syster KV. MACE 81 W/ OR W/O HV. WINM MADE V. esC' IIVr M. I Ur BY: HL r OLD 11-192 4 13/15 MID 4/IS/19 a _ GRAWING N. 15-085 C U m:.tNW or vrmnnt CREIE MVOMOiS PoUREO OONatEIE OR CON<MTE &➢CR POIIRm (SEE WIEDVIE ON RVI 1//4.-200/4- CONCfE1F SHEET I]) CONCRETE ANCHORS ry4 018 Ne: (u 4waamQgrn se 0 SFE eCHEDNIE (sHEEr I]) nIm o IY o.c t_ t• IOn. S.S. �^' _ EO _I/fro-EQ!]/f' EO MACHINE SgOyIS' _ 'O Irnxc I/v-zo NIIIS a 13' oc 13 OR 5 ,. yL f�'• gy�IMI1I 4n _ .Rl '.. um. A __ T OPIION•L i l 4W. SETAfATQV T) GIA4 �(Sf£ SC6DUIF ON SIREi 11) WTPK : I 90 HVWALL HEADE—R IN�TALLeTION +KEYSTONE ®� MIN. SEPA TTON TO awls j 1 !�-OFlIONA I/a Nm { I I/4-0-EOd/a" S.S. Pwmvs TRUSS RED IMCP RE SCAEwS GSWc 1• J I/4'-00 NUR w 1E' O.C. win. J — cRETE MncHORs (5m la) si SO E ON ". SxRT HV WALL SILL INSTALLATION f TOR 11AGL 5{NI1FR f G C - m E O,5 MvCC ♦SEE N4f[AIgN$ OE lRE FOR ICCIIONS GN BE CO4NNm (5EE S OFTUTIONS ON SHEET I]) NME 0.N 91EEr 19 SUR 01El INSNUTgN. MIN. SWNNTON TO Ql �(SEi SCHEARE ON STIM Il)—ITI - © HV WALL HEADER INSTALLATION Iw O L'l 1-EOtFLL El. J t CONCRET,=H ANC101N .tgI15$ NVL Nurs 0 SCNLLM s. S 3) ax w/ t/P-m Nus a u' O.C. OR CONCRETE ON CONCRETE SRFEI I]) OR mNl]tErc BIACK rsowom (E)HV WALL'SILL INSTALLATION INSTALLATION DETAILS W/ M HV BLADE IL ECO1Nc. A.SNS.AN American Shutter Systems yr�*= S Ate Ta11T TESTING &ENGINEERING COMPANY �` St'�' �'rt �I Association. Inc. f Avw : (]05�11-ISYJ . rm : l]057nI-IStI 4268 Westrocds Drive ' FL 33407 �10NAI ENp."� iuu./g«rNAIURE/DALE wuTd M mur rtmof 1 0 fatter OR W/O HV. No REDLIMED Ea 15 =2 u o Men) CONCRETE ANCHORS i iYa 9AWIp '� 1 'pIts 11m 4IaI_�7 -I YnsN:sep I OR ®4: n HV CEILING INSTALLATION i O : Wwu n 1 C%ISla1G GG155 0 I 3 w a.�(•4 r �wamco Gl6mA® ' � 1 OR ®I GASS—I raa�:p I �. wrwnW J/N YX -I �($ .MW f NIX WASHER ♦ettEcNEYSctIr cc coN SCHEIX4L ON 91Er iS) (%r soi til atS L REWIRED LMr NGD coNce fE ANCHORS (SEE SCHEDULE ON S IM 14) (1) HV FLOOR INSTALLATION T CD HV WALK -OVER INSTALLATION p LONCIETE AICNORS --- M1.—^ 1 (SuEE,SCM1EDUIE ON7 f/.4 'OC4RD-' FW I£/O CONCRETE MCIIORS' NOME (SIT SCHEOIRE ON SHEET 14) DIWa) 11.TRENCH INSTALLATION WuG ONLY FOR UP TO +70. -75 PSF AS.D. DESIGN PRESSURE PATING & FOR SPAS PER scitax, E /J, Sam 11 lura/4- N•?' IIFOD r 1 •'la• . v IY cc. E C.., n V.•rmvl/.- s YS lDc saEvrs s Y- pc. III/, _ __ p4a/4- S.D.S. ia• ___ t/e.-m wrs OR IN'e-2D S.S. uS. I ( E � I _ ©.O C"?N o R• a G I vx w/ xuT v 9' 2t 1. 3 v Ir Dc r li sIFEr 14) zoo' NN TAN svaXnw. GIJ E°G Of, J, 0 9' O.C. rat. SDs r 1@I. w11:aU t 1< 9/b CEE: sci aRz ON ONE tore I 'SEE NOTE u(n) . •. '! ... '� .. w aavllD p PWRED CONCRETE (SEE SCTIEIa1LE ON ON SHEET I PWRED CONCRETE ON sXGEI I • . OR CONCRETE DLOCt SKU I4) . CONCNEDE 01= --- REWIRED REWWEU �rP'/ttOHE MOUNTING INSTALLATION °PR0N1L CON°O SIT 9HV WALL FLOOR INSTALLATION @ HV WALL WALK -OVER .INSTALLATION ulwrsuljw ws0. o¢r vaa..a� .w,_n W Ra "M sMp swx Yd QJ HV RAINGUARD INSTALLATION t r4t NpTC raR C0491TYnOX Or sErn°xs: . E_ °, a EDGE pS Ma EwNkE Mia r9 RUEOI_ SEE SHUT 4 FOR "M SHWTER (SEE SPE TENS ON SNEfI u, THAN °^�°LE �'G ' arm"" "ON Stec 19 `°" INSTALLATION DETAILS n HV BLADE ASSEMBLY A: 71C(jrzoy 02015 usTEEa+ UM my. INC. BERTHA HVIM �y�Q�`VCENS- F''•`/'9. %- A S S A Accordion Shutter System I L E C O 1 M a. ■■■ ■ NV. RAM Of W/ OR W/O NV. W7mW ELAX American Shutter Systome Prs4c:nmlT aTt °iurm ar: u.E q'•, bIATE OF ;4a: `j TIWT TESTING & ENGINEERING COMPANY AeaoCiallon. TOO. : O10 a-t92 4/u R arz; 4/ta/15 wa nar. aev. u. w. am. vuxA 0mm+f. A. m 42fi8 Weslropds Drive R (3FIR71-1530 . Fn : (ms)an-ISSI DRAWING NO '��4',p�; •. .'G\"�..�� ::ua: u11_71mmm West Palm Beach. FL 33407 a 15-085 risS�ONAI't�PP` ru11A A Twa a,. vr. rh naRma I 1441 e1 5 � SHEET P.E. SiAL"f9ICNAYURE/OAIE a I 7 OF 20 Is D` IN SHEETS 10 & 18 see N(DtS ON LDCNNG Paas©. IW LOVOIG e.Q IN r r MS11NG Gvss INSTALLATIONS W/ HV ** "�°E �E ® Is � / MR BLADE W . HV CENTERMATES OR SEE. ENO WALL CONNECTION 10 •®a©'©.®O1 EwsnNc sass I -- ---------------------------- — — S "LC M/(2) 1/.'• MIKQN ANCHORS TO CANGRLT2 I - 1/2" ••• ••••• CE E MATES_ r __ C.ATES MIN. SEPARATION (14^/6GRGY) & (4)1100/V sus. la TUBE _Ala.)/. SY.6.'v 12' dc. nP, tENGHT. —�— W/ HV LOCK Q4i �1 W/ HV �C a TO ($Ix ScrvmuL 41A55 AT FPLYI ANGLE (M) 5 i ®' x 35x 1N x 3 OR s T II) _ 0 9a 5 a Q OUT ®� ®— HNC 10�®Q©''V""©•®4'Ta� HVA HVB ©m®u©•O7 mO lo.®u POURED CONCRETEOR �E%IS11HG-GVSS �NC m RIDCR WNL IG'®�©,®4SM�-N ®°`0'�O1` Imrvc I cuss a •�mo9.O3g 7®•�5\onmN Z—_—_---__----- SYMMETRICA x 1N CENTERMATES - - -I V'V'©'"�ARAON ©. ®w�•®5S 1 O CN_ULE�'•J11Ca II)i0USS-- ON (I�NPEET I (6EEHEDOPmot- ONSNERit) (,MMOR)_____-_OUT _CGNGNLIEANCHORS a 16' O-S�1-03 ® DUT 61/2MM. SLACK .. - - OUT EMERIaP) HVE HVF** V HVD VV ROPoDA BUILDING CODE Non High Velocity Hurricane Zone O ,%,%NNN .. it.11.. AA• ® 2015 EASTERN NLTAL 511PN.Y, INe. BERTHA HVTM N IL E,C O INo. . . . ■ A S S A Accordion Shutter System HV. BLADE #1 W/ ON W/0 HV. WIEON E(ALL y *;• (� /`�:*- TIWT TESTING h ENGINEERING COMPANY American Shutter STetems Assoe(ation, Inc. n. 6ocxPna DMn muwN m: ui. Vu osi I MD 11-19z 1s a • u/15 STATE DF '2? .+sr. : p •. F� (OP ; `° DR �'"•'r'A%N>xa emxA'f+•mac. MaRu m1 Rn�.: (Tas)In1-t6T0 . Pa.1 lTas)n1-16J1 v—mns: wnmoaa.� 4268 Westroaas Drive West Palm Beach, FL 33407 - 2 ONAWING No 6 S •. '�G`ac`O W0.1� A 1Wr _.119 PL Mona 1 I 44167 15-085 - - SHEET P.E. 8 OF 20 ALTERNATE INSTALLATION.W/HV 'IT" LOC 0 ITV MALE_/FEMALE "T" LOCKS CENTERMATES 8 i & LOCKERS _ W/ (1) HV BLADE Y SEE rwo Coxxranou paxis ox sums to a to OUTr��F17N 1 99tt ma9c. mw xs. 9orAro m sai a -®-Oo b-O •®- axw srt "axv w®9n . m -9. 6 7 a e I .MNm m: M5 9�1. 1Y! E usm nx ne x n 4C HOIC 6 Idl IN LWl® . r uxx, on si.¢t a. } sv.a sw uunncnl mI.-n uaaa ws tlnrc ml. vacr "nsa<r, rrn. t aero. uwwcn.m 9r u9a avarr ,anon. Pxrsiva'�ar m¢r mml m a9w. D` INSTALLATION M HVi BLADE W/ HD CENTERMATES il`0 M 0 I� 0 ..+ Mp wY.p:1y \ K. rarer+ ter. i:Ii.�� bl� 11_ f� ♦ .tn La WAI a. IL EC0 iNc. TILLIT TESTING a ENGINEERING COMPANY Ely ILl !qn 54 3-!D. N49M'G� IIp1M ]] (3RIs)lll-I!!I miL Llhaavd.can o- ®-WJBI19 /YIEY A nllf .w. 9.E M1atM 1s. t N161 A.S.S,l American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 HDC—HVC $19[AFTRICAL HO'CENTERMATEB W/ CV3�1' LOCK (IN R OR ' urAr mi: u.u(imr w9.no s FM MADE 81 W/ CR W/O HV. AWING No 15-085 O 16, O.C. 2' KiEll, (Loa1E Ar ( OTTER vDE OE sQ) r /10SRS 0I fi' — /O�GL�/� 1 OR 16, O.C. - POURED CDNCRETE OR POURED CONCRETE OR CONCRETE CRNaS1E 11LOUT WML BLOCK WALL REOIARED RECURED VSS G ODSONG aA55 _�FCI61pG — r — _S — r-; 1Ex. SE a(N TO OA4 (YE a (Sal ro raI65 (aE TO rues D,w 11 FOR aAD9 mM0 T Tee _ 1111 � BADE(D (fit lffi�' T6) CONT. 9IfESmtr® ATEDFIaICLOSENt (ESOE ION N J � I10Ya 19LS. I fi• GO. aN6mh i /' — — — Z-�OOMO CLASS — — , lot SFPARASiZ 10 aA4 (a m sEEr " Tolt I I {a1 a/_i a artEr IR 1rAOR -1/2' UN. L OOR W OLOa( COICONRED co01= aR CROE wALL ftEWQtEp END CONNECTION CONNECTION D�AIL 05 OR 2' SEE oEwL x raR ! SO)E TXL A OI�OR to mrtxS _ MHED CONCRETE M CONCRETE MOM WALL REOUWID COSTING GUSS T--� F USE I. OR 2' DAL I (Ai APKrAME)WXI/01O'-1' N.WIMIV CIIP Ala 1 (OO 0-16 AL1I AT NIDIIOaIE (I) / '0 T0U' (N S. TOOQ tr (z)1/.'P TARxxNs ANC'IK1R5 IO WALL Ai 1' O.C. (LOCATE AT Gnnn Sl E a p ) SM.. ORNL % SIDE CO NECI Gs ` TOTRACKS FTA �0END CONNECTION DETAIL03 POURED CONCRETE OR CONCRL-1E GIOCK WALL REaORLO 1/7- ON XWNG CUSS --T--S OR END CONNECTION -DETAIL RGOARM OM.Y FOR VP GREATER DON DETAIL X END INSTALLAT ON (1� HV BLADE OR46 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. r i• ¢ Ak-�/i1�; *? o'• STATE OF .- ar 9b 't F'..ORI �� �o� �rAOs/ONALEK1Gs°v RS�NpRE/DAT L E C O- A S S A a American Shutter Systems Associatiafl. Inc. 4268 Waslroads Drive West Palm Beach. FL 33407 ... .. Accordion Shutter System HV. 9.NE �1 W/ OR W/0 RV. VAND07/ 9/+1£ TIWi TESTING k ENGINEERING COMPANY um Nr. 1sn si. n., xa. WNPu r+ao c rmaa. vi Indn.:(w e)er1-I VD. rw:(9ospn-Iml -moA el.mma<� W.LT�aooe" naR. I CLO ri-Is2 . 13/19 AAID y❑/19 a OfRAWING No 15-085; 9 , SH10P.E. OF 20 )0 MA)(IMUIJ SHUTTER SPAN 'L+• OR •L-• (ft.). FOR INSTALLATIONS W/ Al CEER ATES, () & ®or or W/ ONE H.V. LOCK ® or ®or or HD LOCK IS IN/ NO LOCKING RODS or CENTERMATES ® & ® W/ ONE HV T LOCK ® W/PWO LOCKING RODS ® TOR & BOTTOM SEE NOTES IuayA o� •.w9�.o IwN.1 f• M, -T CONCI2lE &. W000 INSTNIADOHS 0 ruu uauNmX: RmR/rnlWc YWARMi U BII l-BB l4 DI JO OR LE I6'-0' I6'-0' 16'-0' I6'-0ler-' 35 14'-IV W-10' 16-2' IV-O' GO IY-IV IS-IW IV-2" 15'-2" 45 I3'-l' 13'-1' IS-4' 14•-3' 50 12'-5' 12'-5- 12•-W 13'-7' 55 II'-10' Ir-10' IX-1,1Y-IV 60 ll'-4' 11'-4' lt'-)' 12'-4' 65 10'-10- 10'-10' I II•-1" 11'-II" 70 10'-O' W-6' 1 IV-9' II' S- ]5- - IO'-I' 10'-.1' IW_4' W_,- 80 9'-10' 9'-10' IW_O, 10'-9, _ 85 9-6 9'-6 t0'-5' _ _ 9_0 95 9-3. 9'-3' 9'-v' 1 10'-1- - 9'0' 8'-9' 9'-2' 9'-10' _ 100 105 6'-9' W-4- 9'-0' 9-7' W-7- 7'-I1' 8'-9- 9'- _ II_0 _ 115 8'-4 Y-]' 8'-7' 9'-2' W-T Ya' W, e'-," _ 120 _ 125 130 B-0• - W-17 8'-2 8'-9' 7'-10' T-e" _ 5' 8' 8'-lr W-S 6•-Y 7-10' W-1' 135 ._ 145 _ T-Y 6'-2 7•-9• T-9' T_-0' 5'-9" 7-5 7-3' 160 165 170 175 --180 -_190 195 _ S'-2]'-1' 6'-lt' 6'-10' 6'-9 6'-)' 6-7' 5'-1" L_II �1-8'6'-9' -_4-V Y D' 6'-11' -$' 6'-6' 6'5'200 6•-i2G5 fi'ti 6'-2' W-6" G-4' W-S' 6'-2• V- 4'-5' 4'-S 4•-2' J10 4'1' 6'Y MAXIMUM SHUTTER SPAN* -L+ OR -L--- (ft.) FOR INSTAi1ARON5 W/ ONE NV LOCK or or W/ NO LOCKI iG RODS (SEE NOTES t, tt) sine® RG7ulG nM L•1P'WT�) CONCRETE & MIAD rt411 101M1W4 & RM+/Cf➢luc ,awmc -- __� _ - u•-lo• 14'-tn• 40 _ 12•-5• _ II'-10' 50 5$ _ 12•-5' _ 11'-10' 60 65 - 70 _ 75 I1•-4• -t0-10, _ 10' 6'- l0'-1* _ 1V-4' IQ'_fl' W-6- - �D•-1: 80 9'-10' 9'-to* 90- 95 9'-0' 8'-9'-- IN W-9' 8'-4• 105 8'-0' >'-w ]'->• ILO e'-4' 115 W-2' 120 W-0' 61-I1, 125 V-10• W-8" Im Y-a' 155 7'-Y 6•-2' 140 145 7'-5• 7'-3" V-1Y ISO Y-a• 155 160' 6'-11• 56-2' 185 V-IU' S'-1• 170 5'-Y P-11- 175 6'.q• 1. 9• 180 8,-V 4--8' 185 a-5' 4--6" 190 W-4- 4--5- 195 C-3• 4'-3' 200 6'-2- 4'-2' 205 b'-t•I 4"-I' FLORIOP VVYINIUM SHUTTER SPAN*'L+1 R -L-- (ft.) INSTALLATIONS V MIMMETRICAL CENTER & W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUD FOR MOUNTING SHEET 7) CONCRETE WSTAWRKNS w6l L.w-T o" novR AL I,I.-Pc L. 91 ) SD lb'-0' ' 16'-0" .]5 IS'-2" 10'-10" 40 14'-2" 15' 2" 45 IS'-4 14'-3._ 50 IC-S" 13-I_ 55 Ii'-1' 11'-l1" 60 10'-2' 10'-11 70 8_91 9-4' ]5 _ 8'-9 INST Ie�,IU llClI IrrLD CONCRETE & WOOD MANSORY WALL A. B. C. D. E. M. N. 0. P. D, MOUNTING F. K & L R. S. & V. FLOOR/CEILING G. H. I. II, J T. U. W & X MOUNTING & M 0 smoum SIRRTm 9Pm -w OR 'LQFOR INSINIATIONS OLIO WM1 WOOD 91 BE UNOFD TO 105 pl. AS.D. DSK.n PRESSULE RAING. t NV CORNER CENImMAM O3 MY BE USED AT M. MOUNTING INSTAJAl10NS. LOCKING SPECOlUlI0N8 9 L BE AS INDICATED ON MANDATORY COMMON /2 Nom 15. nm S. tt E%a➢T THAT MAXIMUM 9NIIFR SPAN T.+' OR 1- AND MAXMUM &S.D. BMW mESSORC PAR IS FOR mTNIATXWS MID CONCRETE OR CO.NOTE E BLOCK SNL BE UMRFD AS FOUDWS: I- CONNECTIONS TO KEYSTONE MOUNTING LITRES TO +64.-72 P.e J. AND 80-0' SPAN, SEE MOUNTING 4QON SHEET 7. 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I EASTERN MI TUB TO -E OF DECK APPLMAHLf A S ■ • S A • unnI"#a rlv" Accordion Shutter System HV. RARE #1 W/ OR W/D NV. WINDOW BIADE American shuHer systems AssOolation, Inc. IW. uuAWnO„ CCI WW ". er: Y;. 1 OID 4/TJ/15 15I 4/Is/1S 4268 WestroadD Drive West Palm Beach, FL 334U/ a J 1 1 DRAWING No 1 S-08S 1 0 id•®•®•CYQ9•U- J x0.Ox.�C[F7.O•ig- 19•13.4i•C9K�•C]i- END CONNECTION DETAIL(7) END INSTALLATIONS n HV BLADE OR 9 WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS x.. !'.0 mm vmn rw xx, x.00 `v 9c ®•Cx-®fs-L9•® END CONNECTION DETAIL Q� w"w END CONNECTION DETAIL 12 I� 3 IL EColtic. #_ TIWT TESTING & ENGINEERING COI/PANY 885 Rlr ]Wn 54 Sta ]%, MI.Wu fM[EI6: MRn ]] rm,a :.OaS)ml-u]o . Fa. ; (ws)an-rag max: crt.000aa..on, FB-Mtl6119 M.yl[x A IxJJf Jr. RG DATE rtaG.Y. U.. 1 NI67 END CONNECTION DETAIL . 9murm w m m..s vnlu INw Ir-o. • SEE UM AnONS OF USE FOR RIME a ON $HEEi 19 Acc A.S.S.A. 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