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HomeMy WebLinkAboutPRODUCT APPROVAL• 4/4/2019 Florida Building Code Onlim'' - � Al &'Frofeissionlalr a r 130S Home I Log In User Registratlon I Hot Topics Submit Surcharge Stets a Facts Publlcatlons I Contact Us BCIS Site Map [Inks Search Flonda r-- r. Product Approval pr � USER: Public User SCANNED BY ® Product A,,Mjal Menu > Product or Application Search > Ape > Application Detail St. Lucie County FL # FL389-R9 Application Type Revision Code Version 2017 RECEIVED Application Status Approved NOV 077019 Comments Permitting Department Archived O St. Lucie County Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature BIII Feeley Irodriguez@eastemmetal.com � flncopy py Technical Address/Phone/Emall R PVU9D FRI Quality Assurance Representative CODE COMPLIANCE Address/Phone/Email ST. LUCIE COUNTY Category Shutters /�/+ BOVC VC Subcategory Accordion 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 the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 9 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE. PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (I).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By hftps://floridabuilding.org/pr/pr_app_dtl.aspx7param�GEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 4/4/2019 i Sections from the CCC__- Florida Building Code Online C Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products I Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/12/2017 FL 7f Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span Is 12'-3" for 40 psf Evaluation Reports positive ASO load and 13'-0" for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF 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'-11" for 55 psf Created by Independent Third Party: Yes 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 other spans and ASD pressures. L 389389.2 Bertha HV Accordion Shutter -Blade 1 Extruded aluminum interlocking blades retained by tracks (top f Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYSTEM.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVl blade, 8'-0" for+64, -72 p.s.f. A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC load for HV blade for Keystone mountings 7'-0" p.s.f. for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF stud mountings and 8'-0" for 110 p.s.f, for HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ: Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee R 32399 Phone: 8501,187-1824 The State of Florida Is an AA/EEO employer. CopyljgM1t 2007-2013 State of Floritla.:: Pmacv Statement :: Accessibility Statement :: Refund 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 thls entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to section 455.275(1), Florida 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 emalls 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 which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here , Product Approval Accepts: ® W ® 1E hftps://floddabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgVYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 S� I 01-4 \ • 1, BERTHA KV. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION GOOJYENT (P.ED.) HAS GEM VDUPim FOR COUPUµCE W ACCOROWCE MAIM ME MY IBM EDMON) OF THE HARM WGDMG COGS MIS ACCORDION SHUTTER SYSTEM SHALL HOT GE ,STALLED AT WON VELOCITY HURRCMIE ZONES. BE9M WHO LEADS.5MLL BE DETERMINED AS PER SECTION 16" OF THE ABOVE MENTIONED COOS, FOR A BASIC WIND SPEED. REOARFD BY WC JURISDICTION M ICK SHUTTER MALL BE INSTALLED M IN A 0KCTON.WIY FACTOR NO-0.85. USING ASCE 7-10 AND SHALL NDT EKCECO ME MAOMUY IAS.D.) DMON PRESSURE RATINGS INDICATED ON SHEETS 11 MNU 15. 19 & 20. W ORDER TO VERWY THE ABOW CONOITON, ULTIMATE DESIGN WHO LOADS DETERMINED PER ASIDE 7-10 51WL BE MeR REDUCED TO A.AO. DESIGN WIND LOADS BY MMMPLW,O MEN BY 0.0 IN ORDER TO COLIPME THESE W/ M. (AS.D) DESIGN PRESSURE MUGS MOIGM ON SHEETS 11 THRII IS. 19 & 20. W ORDER TO YE3NY THAT COMPO GHTS AND µ[HORS ON TINS P.M. AS TESTED, ME NOT OVER STRESSED. A M Z YIWASE IN ALLOWABLE 51RL, FOR WIND TORUS WAS HGE ABED W W,, MMLYSS. HOMEER, A WIND DURATION FACTOR CO-I.EO WAS USED FOR LSWACKHM OF FASTENERS M WOOD. RERDA KY. AICCORDIGN GURT ER SYSCEN S MECTUALY FOR We AND CAGE UISSRE IMPACT LOAD HAS BEM! VEROHED IN ACCORDOKE MIN SECTION 1Ea9.1,2 OF WE ABOVE WATT ® CODE AS PER AM REPORTS: -MV BADE Q' /0214.01-0 . /0715.01-M. /1CO4.01-00, /1214D1-05, /D317.02-D6, /0 Nol-10 µO 10210.01-11 AS PER HAS-201, TAS-202 µ0 TM-203 PROTOCOLS MD ASM E-INS AND E-1996 STANDARDS (MISSILE LEVE). DI MID -ZONES 1. 2 & 3) & J122MOI-10 AS PCs TAB 20% 203.1 20 PROTOCOLS LARGE MISSILE, -NV "NNW GAGE Ip 10505.01-08 9 PER ASK E-1888 µ0 E-111 (MISSILE LEVEL O. WIND ZONES 1, 2, 3) MID PROTECTION ONLY AND / 0725.01-88 AS PER TM 201 PROTOCOL 2. W MAOE() AND W WNDOW DUDE ® ARE ENGINEERED TO WORN W UNISON WM FILM OTHER "GET THE GENERA. UAITAMC µTT COHOITIONS OF USE MDTATED ON SNFET 19 3. BENMA H.V. ACCORDON PPS (Try SCREWS). USED AT BLADES KNLICKIE µD FOR WSCT MOW COMNCTCN TO TRACKS SNAIL BE /14A2.75' AND /11a1.75' RESPECINELY, 410-W WE $ORES STAWIESS STEEL SCREWS Wall E 135.0 W TIO SRG,, II Age 1E0 W lE,i STRENGTH. MSMALL aCOATED MAIM BERTHA W OACROSIIIEID DOMHO SYSTEM AS MANUFACTURED COATING APPLICATORS. REp51ERE0.WIM ANCAN 51 RI11I11E, SYSTEMS ASSOMDON PINS MUST BEAR ME HV YARNING CN MOIL HEAD. Br APPROVED ER 4. A.L. ALUMINUM, COR USIONS SHALL BE ALUMWOM ASUICUKICN ALICY AND TEMPER M INDICATED ON SIT= 2 µTT 3. MINIMUM TIELD STiOW 11 FOR N0 T6 ALLOY IS MAI W µTT MY AH FOR. 6005-75 AMCY. A ALL DOUBTS TO BE STANLESS STEED, W4 OR 316 ASI SERIES OR COMMON RESISTANT COATED CARBON STEEL M PER DW S,18 WM SO VSI MIN. YIELD STRONG, AND 90W YIN. TENSILE STRENGTH. AND 6HWL COMPLY W/ R01011% BUILDING CODE SINGH 2411JA4. D BULKS TO BE ASUI A-307 GALVANIZED STEEL, OR AJM 304 OR 310 SAES STI NESS STEEL MAIM 38 W MMUUM MEAD 91HEN6TH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFIGRONS: NV BLADE O : 12,13.14.15 µD 20 HV ELIDE,() & o WORKING W UNISON: 12. 13 & 15 S THIS BERTHA N.V. ACCORDION SHATTER SYSTEM BEARS A U.S. PATENT /8'779.58E. EOUPONCMS CF THIS APPROVAL ME COVERED, IN WHOLE OR IN PART BY U.S. PATENT /5450,179 ISSUED TO ASTERN METAL SUPPLY, NC. B. R SHIN. BE ME RESPONSSILHY BY ME CONTRACTOR TO YEASTY ME SOUNDNESS OF ME STRUCTURE WHERE SHNITEs IS TO BE ATTACHED To INSURE PROPER ANCHORAGE. CONTRACTOR TO SFAV,,,LX ALL SHUTTER COMPONENT FOGS WHICH REMAIN. MRU FAMICINO IN CONTINUWS CONTACT WM ME BUILDING TO PREVENT W,,/MJN INMUSCH. 'a' FAEIT UNN MUST BEAR FWLLVINNT LAM W A VISIBLE PUCE WM WARNNC NOTE WRING KINDS OF NUTGNANE WARNINGS HOME DINNER, TENANT, OR (WHOM MUST PROPERLY CLOSE ALL FM' µo MR CENTERLATES MD ENGAGE OR 1XICK ML NV AND HD LOOS. IT. SHUTTER MMNFAC,RER'S WELL SHALL BE LOCATED ON A READILY VIABLE LOTAMM AT ACCORORN SHUnET1 N ALCORWCC W, SECION 17M.9.3 OF FLORIDA BALDING NOT. WE LIBEL SMALL BE PLACED MR NEAP OPENING. LIBELING TO COMPLY WITH SECTION 1709.0.2 OF THE ELORILA BUDDING CWE 12. BERTHA N.V. ACCORDION SHUTTER SYSTEM'S TNSTAUATIDN SHALL COMPLY MIN SPECS MOIDA= IN MS DRAWING, PLUS ANY BUILDING MID ZONING REGULATIONS PROVIDED BY ME JURSOICDON MICK PERMIT IS µPLAID T0. 13. (a) THIS P.E.D. PREPARED BY THIS CNGWEER IS GENERIC AND DOES NOT PU IE INFORMATION FOR A SITE SPECOIC PR0)ECR L.. W61N ME SITE C ,DM, OMW FCOM THE P.CD. (4) GON TRACTOR TO BE RESPONSIBLE F01E THE SEI MM. PURCHASE AND INSTAWHDN MCLUBWG Li S,-i OF THIS PRODUCT, USED OH WE P.ED., PROAND NC/,NE DUES NOT ONMTE FROM ME CONDMONS DECIDED ON MIS OOCUYCWT NAHW UCWW SUETY AT SITE S ME CONTRACTOR'S MCSWNSIBLTIY. (CC7) WS RE.D IM1 BE CWSR m NVAIJD IF ALTERED BY ANY ,FANS. ) CIM REVIEW.ISRAI FOR WE[PROPER USE Of ME P.C.D. BE C.ENGINEER OF RECORD, ORRD, ACTCe ING AS AOpEAGKEU CHOKER TCT MUCH O ME PLD. UIGWE EINEERBLSNµL SUOF UBBMIT (Co.RD O MIB I -MR MER THE PROJECT 5 EP CiBcsOMMMBE SS FOR REVIEW. I.) OW(i P.ED. SHALL BEM ME OAR AND ORIGINAL SEAL AND SGHAMRE OF ME PROMEDIGNAL ENGINEER DF RECORD THAT PREPARED O. 10-1111-2wal GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 BMW 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WNCOYA BLADE & "COW DEAL AREA 7• F(V BLADE (1) A HV VANDOW III AnL- (WHERE APPI TI) M M SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 MSIALLATION DETAILS A-F, CONCRETE/BLOCK SHEET B INSTALLATION DETAILS G-U, CONDRETE/BLOCK SHEET 7 CENIERMATE DETAILS HV SHEET B CENICRMAIE JUMERNARNG DETAILS NV SHEET 9 00 CONNECTION DETAILS 1-6, CONCRETE/MOCK SHEET 10 MADMUM SPAN TABLES SHEET 11 ANCHOR 5CK0ULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE AS BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE 4, BLOCK SHEET 14 MCHOR SCNEGULE- WOOD SHEET 15 INSTALLATION OELALS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-K, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD AREA I HV WINDOW MADE 6k SHEET ID ON V TYPICAL SHUTTER ETEVATION AREA 4: HV WINDOW B AnE n ON SHEET 19 Y NSMiLATION DETAILS, META. SAID WAILS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA :............ "- Dmn mRCG. vIC 02017 ESiFAU METAL SUPPLY, ML 13ER TM c A.SI,S.A■ Accordion Shutter System ,•'' I L�E C O FLV. BRAE #1 W/ OR wro FLY. WINDOW NUDE /IlE/ TILUT TESTING & ENGINEERING COMPANY ATBHCOn ShuH&r S�IIGTne wS ELL DAT —W, BY Lc %:'� KA .... N.W. bW M. GW. YU'. MAGTaK GVIMM, nww 3v AGsoclaflon, Inc. s-Res 7/27/1 vm O7/27 T7 PhWW: ryoa)en-NSA. Fog:(3m)eN-O31 426E Westrootls DTIVB :Afs."••% ...... \ 1pKK -'^"m Go"719 West Palm Beach, FL 3J407 DRAWING No S/ONA1 .0, A TULT 1,• PE 17-107 P.I- SFAti416NAY0RE/DATE FLDRIM V.. 1 44157 curry IDER US PATENT 8 5458179 V DBLADEe OF WINUSE OF OW RUG ON SHEET 19 ©HV ADJ. FLOOR TRACK OVALIFIED FOR USE W/ HV BLADE 1 �6063-T6 ALLOY A 0 SfYPER R J O03• .� 06]• r - •6]0 I.666- 9 11 HV I IN N AD R O FlED FOR USE W/ HV BLADE t ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER J%x MN Y MNI 1• ]' ([6 SIDE ANGLES OUALIFIED FOR USE W/ HV R • •' Q OHV UNIVERSAL FLOATER' QUAUFTEO FOR USE 1V/ ITV BLADE(D 6005-75 ALLOY AND TEMPER VANES 1' YD•. - .100 6)0 1�I HV HEADER/SILL QUALIFlE 6063RT6 AULD AND BLEAg(1 ow ALUMINUM ANGLES QUALIFIEDFO$ USE 1V/ NV BLADE i ONLY. 606]-T6 ALL Y AND TEMPER OOUALIFlED FOR U E W NV BLADE 1 6063-76 ALLAY TWPEP O HV WALK OVER TRACK QUAUFlED FOR U(,;,]E W/ HV 6003-T6-UGYESTAG A FO TEMPCR COUPONENT A 0 TI Ta © ] 5• MAC 1/e qa- ® 2• 6' MAK 0.192' 0.192' 1e 23' )' MAK. 0.190- 0.190' 2- 5' HAY. p,q9• 0.1 ]1' OS HV 90'/190' STARTER OUAUFIED F�OR USE W/ HV BLADE(J 6061-T6 ALLOY AND TEMPER 994' 842 g 1] '920 O HV TRENCH TRACK Ol1Al1fl LA FOR USE . NV BLADE() ONLY. FOR USE 1'I/ W BLADE (l LLOY AND TEMPER 1� HV RAINGUARD OUAUFIED FOR U((1$$1))E VI/ HV 6063-16 LLODE4 TEMPER 1jlvt '[ , r!qr. 09017 RTEC, WC. AL SUPPLY, VIC.E•/-GNSF RT A VTN V i NAS • L A S• • S A• Accordion Shutter System qr�f*/•arr�A� y : ' American Shutter Systems KV. BLADE @1 W/ OR W/D Ky. wmw RACE T(WT ry, NJ D[6 .. I OAtr aMxx EEL Tj ' �+IA„ Q1. ' TESTING A ENGINEERING COMPANY em Ma. ]ev. m• W. ]of, MM:dM ryyNS, rLOpry, 3111 (105)en-Im0 rau (ow)en-101 A9BocIoDOR, Ina. 4268 Weslrood9 Drive 1 OLe 15-06.5 ) 2) I Wt0 D)/2)/t) a 3 DRAWING - Cs'••. ORIDP: a�{, IEEE, . -^'° a P 6i1e `^^� Wee( Palm Beach, FL 33407 /O�•Te•1••F`�� j111 M'MFA1'h�(:R`b9i1/br 11WER A i L. RE. 1N. 17- 1 O7 • P G /11ATC MM U[ / N16) 3 eurrr PLW �+ igoxr ELLVAROY '� HV MALE T. L ,5a '�L7J LOCKER FOR "T" LOCK MT RMATF OUAUFIED FOR USE V1/ W BLADE I ONLY lei QUALIFIED FOR USE W/ IN BLADE 1Q0NLY 6063-Tfi ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER , n OeJ' 21R' .g HD CENTERM QUALIFIED FOR USE W/ HV BLADE 1 k r A ROD 6063-T6 ALLOY AND TEMPER ® LOCKING RODS ODALRnED FOR USE W/ W BLADE(,I 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY ANa TEMPE IL Y�3)5'P i�}6 IiV 3�8"0-16 A( J.181 6 n .E Joy- 4 ALIFIED FOR USE YZ IN BLADE I @ I 6063-T6 ALLOY ANB TEMPER k1J2' I/fa OUALIFIED FOR USE W/ HV DLADE iQ •,�1 `III' m oaa �0 a Da /-46 Gtt RWE0 PINiR ID SNW W109. DMDLe (Coo (auov[ «un0) 01.1%IED OR USE YI/ HV BLADE 1 @ a ONLY. `y�IIfI_-I_-BII�Er AFTER RMTNG BEFORE RIVETING 1 /A"a—gn RIVNIITI Xal-n AUO0) URGE RUWX IItlN 12%AS W AGRPEU BY. A4 W. Nm'MrY DMJR aP C I` USE tY/ HV 1E 1 ONLY. `1Nuu6NrtN CRJNOCR Ofl KEY CNNODi O375' W t .125' Mar. 2 a " 9 1MUMDIYRN CYLMOER OR KET 1.5 uln CITMDER 1aa• uer. 'q HD LOCK 6Y REGENT NARONARC MORBSE LOCKS SERIES 23M HOOK SOLT LOCH. OUALIFIED FOR USE 1Y/ HV BLARE lD& 1E1111 11Y = CX17 PLUM. VM, /� cc cc /� 02017 EASTERN MEW. SUPPLY, INC. Y` CEIU •"'•` Pi A�V�V��■ B R A i�ne 1 - LTTE C O Accordion Shutter System * j HV. BLARE p1 W/ oR W/o H,V. WNDDW BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems Ev, x Drieemau DAIP. DrunN e>` L.G ` 'O •L. STATE Op i ,,,, etu x.«. aeo., zl, M...,os, „a„n w,lcxz, Rwu v, Association, Inc. I a.G I5-Des )n OUT m n 17 Po: (3as)m1-Iss. 4268 Westroods Briva 2 s•NI1RID[P%pa4rlp�' - °-'eaoe,c R"« West Palm Beach, FL 33407 a DRAYNNG No O F•�ts/A%2�lMATI o21Snnrc «i OX W 14.10' i � � 7—� 07 SHUTTER ASSEMBLY SCHEDULE FOR HV (11 HV �A (1] HV BLADE 1 HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING © HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.670"K3/18" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD ® HV 2 3/4" ACCORDION PIN W/ #B HEAD t 0 POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES Of HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. TYPICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIONS SYSTEM W/ HV 1) 40A24' BLADE WHEN CORRESPONDING TO INSTALLATION 'I1". SHEET 7. 04 it U (3) HV PIN (g OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WHFEL CARRIAGE DETAIL Rl.s EXTERIOR ,( 2 0 OR ® [,.. II (D OR ® I I i I EXTERIOR NY PIN @ OR AT EN IOR BLADE'S KNUCKLE. (SEE NOTE a r" RIDWAREMENIS) f I #.REMBLY LAYOUT ✓� y 0017 VLTECO, INC. i E ,uc. TILUT TESTING k ENGINEERING COMPANY x , sa sw 5oa ." w Menu M Praia I:C105)WI-1 . N. 1 D05M71-IWI IeI 13 III re-aCN1719 M Ies A. ILLIJi Jr. PL n� m... IMIROA Ua r 44167 ory W5' BODE 1979'QLr�.—.5 0 5' ALIVE PLASRC LEXAN NOTE *F" ON SHEET POLYCARBONATE SOURCES FOR JWWd[ mar M'IC+.t IMRNFY 4luGlw R6paCF /� yyy '�Owra ofSGli acetne wxrr 16Ha'tT41 Am srn mea mIn' aau mM ro ... IKw mmulx Aml Rena vew v+L aaR Au 11CN4 nRG{I" 11 MI➢ 61Y I;M] rrA 1;,(Y eLL Wawa lmoalrs 6RNL Am mw Jw,soo avl, ]aFWALL wrt+® NW Ana oxa art -a/ n n-m/" Rxvo .rs a um NeE wT w evn, m6 NNN avu RR7e o-1 aJss C-1 e-I aJae mr ulmax AeIY Alave laa s om •r sra➢®Im Jsnl vas snnaln Jna aulxa is Jm sa vuv v..+ uw r..i m= isve srnese Rlrev6 xunaxw A[N as sal Pu eaeR A.a A.S.S.A. American ShuHer 'Systems Associallonl Ine. 4268 Westroods Drive West Palm Reoch, FL 33407 W2017 EASTERN' METAL�SUPPLI BERIn„ n1 Accordion Shutter KY. BLADE AI W/ OR W/O RV. IMNI V. x 0[gceiPlgx ur6 ewi II OLD 15-085 1/27/I an 2 DRA 7 , 6 SHI so @- 0 0'0a @w It ° N 1 ? � �.@,a OF p�';,•��rl,in��,n����l��� Itttt�,nn v III � 0 M INIII ' I i i O. O' O' ©' O' O. OMOO, 0� w� OF CORNER -- - CENTERMATE 10' � 0» Q TYPICAL�HV BLADE SHUTTER ELEVATION SHU�ER ELEEVATIO�N N.T.S. P.E. YOIDOM IN' ONE NY LOCK IS a @ SHALL BE USED AT 1/2 OF SHUTTER BF�LiOW 2 OF SHUTTER SPAY FOR SPANS UP TO 105', AND DE to T i0q INS110 TA a) 1/% 0-2or 0 . 1/2'' LONG MAS T HEAD �B.e. MS LE OR SOGTION OF LOCK SI1ALL ELEVATION. •IF D I FOR SECURITY PURPe 2 IAAY BE USED AS AN INSIDE 0fl OUTSIDE LOCK. CONNECTION OF LOCI AS IND BE AS INDICA7116 ON TYPICAL SHUTTER ELEVATION. VO HV. LOCKe1. LOCKING R02i ARE NOT REQUIRED AT URRICANE IV: TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS ] OR AN A ED AT STACKING POSITION (NON HURRICANE POSITION), • ONE HV LOCK ® BE USED AT CORNER AT S.S.M.S.CON 'ARN.L BENUS MATE LOCATION I/ LOCK' v 1.L LONG MT HERO S. M.B1 SHALL BE U5 E LOCATION F LOCK BHALL BE AB INDICATED ON IYPICPI SPAN SHALT. BE DEfENMINFa AC PFa CfH4Y1111R CHnwu nu Cue— .n MR ANY SPAN MS RJ [IT ANY R S INOIG UP TO TWO N CENIERMATES Q: TON, SIR MAY AThE DEWCE T)RANY SPAN IDE LOCK, )CKING RODS 6' N ✓ MANOARCRY M D1110a MR KFYSIW' HOUNTING INSTA LATIONS:ONE NV LOU 0 or ® or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12- ABCVE OR BELOW 112 OF SHUTTER SPAN FOR SPANS UP TO TO BV- AMIDR INSTALLATIONS AT ANY ELEVATION. HV LOCK a or pQ� ar MAY BE USED AB M INSIDE OR OVISIDE LOCK, ATTACHED TO @ or ®.SYMMETRICAL CENIERMATES W(2) 1/4'-20 Ir 1/2" LONG MT HEM S.S. M.S LOCATION OF LOCK SHNL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ (T§ Ofl @ TOP AND BOTTOM IS COMPLETELY MANDATORY. "NOTES ON HV "To LOCKS AND cENTERmATEc. M •NOTES ON HD LOCI(S & CENTERMATES: UYY� ND CflrtFRMATES a OR t W/ 31 . n"E ALTERNATE NO LOCK i; MAYBE USED W UEU OF AS NV WCOS OR TP FOR AM SPAN AND INS RGNS AT ANY EUNARON. ALTERNATE HD LOCH V NAY BE USED AN INSIDE OR C. RDNFOACEM96 peara b SS OWN ON ATTACHM5 CTIONOF S HU 's TO ND IS W1 35HEET 10 LOCH WY BEFAL ST AND INSIMAIII)CULD ATES WOSPAN OR -12' MNOMUM BELOW OR MOVE LIMAN. USE OF LOCKING ROOS �g' S COMPLETELY cnoO W3017 murECO, Inc. IL ECOtNQ. jlAff*: TILLIT TESTING k ENGINEERING COMPANY :•pP. ece NW, Mm m.. 5* 3.. v,avA 4wpLv5, nroC.l u' lY! Y Plwnr : 0"HA-1530. For : (M)631-I'J1 mN: G� pdA Ce"e0uo+mm rvLT1E 4 HW WKItA A r.4. p.E JRE/DATE rMCA U• E 44167 AmS.S.A. ACE k-V BALEAmerican Shutter Systems Association, Inc.A2B5 Westroods DriveWest Palm Beach, FL 33507 AL SUPPLY. INC. _R 3 luystec NV. WINDOW BADE ale MAW vc La aT 1 am aT 2p/n DRAWING No 17-107 SHEET 5 OF 20 NCRETE ANCHORS POURER CONCRETE Postal KM (SEE SCHWAS ON OR CONCRETE BLOCK mom REOUJEm CONCRETE S u 13) REOVIRED REOURfm I CONCRETE 1 4'0-2Ox3/4- S.S. ''rr y.•`, .CONCRETE ANCHORS I � �A (LY91pry¢ (5EEu9W,TrM®ax AI¢T 17 ANCHORS ' r � (SEE sCNCWLE OH HINE SCAM W/ 1/4'-20 ,"' N.t%1B (SEE SCxmU1L ON SHEET 13) F / ,, SHEET 13) Nutt a Ir O.C• I MK 1//b-20A3/4' S.S. / / Nin. r EO G MACHINE S EWS r - USING 1/4'-20 NUTS il2 •' -f - -• _ 19 1/2 -FO EO /r O 12' O.C. I I J ( E, b.• / f r I .250' Mnc L___ 13 w IS ''`_ O O L EO J J 250'ue. .J-{ - fEO t= I• (PrloN¢ l CAI ): : I /' fOPTIONAL -� _ I 'I arm. f' U TOR OWF 9@Rx0 I 1 OR �O Cn5igA55 I MIN. SEP A Tx1H TO GABS i dGVdS I H mt09 I MW. SWAVIRON TO G{!SS I 1 (SEE SCHmULE ON SHEET 11) (EEE SCXEWLE ON SHESE IQ SE NISNIC I ate' HV WALL HEADER INSTALLATION HV WALL HEADER O INSTAL! {�8 HV WALL HEADER INSTALLATION + KEYSTONE eK snxc GLAt MIN. sEPAwiwO To Suss To O /+a I i OR �w I T � --iSEE samtne ON sHEn I I)'—'� d 1 Ir9uD MIN.. SEPNUNON TO cuss to SCNEWLE.ON SHEET I{J nvs; oumm+ 9 E3'°�� ,i I r J 4' J foPnoluL I! I I E % r wf'tlPRtlN4 i i CB _ uuP MO•. 113 OR 1/4'0-204.4' S.S. � / m [0 PHIWPS TPu55 NEAP }I j' / .%a....� MMs".0 SCREWS USING CONCRETE IN[310R5 f .' / 1::11""'•• 1' II4'-2° NU1S O 12' OC. �1F CONCRflE AN (SEE ON 1/4-0-204/4' S.S. PWWPS TRUSS MF/0 4ICWNE SCREWS VI/ (SEE vOUCONCRETE SCHEctex ON SHEET 13) I Min. ' PWREO.CONICRETE SHEET 13) 1/4-20 NUR O 12' DA ON CONCAVE BEWK % - =5� OR CONCRETE OIL= W REQUIRED D HV WALL SILL INSTALLATION { (SEE SC [DU [ ON REa1RRm RED CONCRETE SNCET 14) FGHV WALL SILL INSTALLATION OR CONCRETE. 0L0CK WI REawm Q HV WALL SILL INSTALLATION f NOTE I-EOR SHEET 4HOT tli5ECTID4S. I- SEE SHEET 4 FORT IYPiCUL SIIUTTFR ' INSTALLATION DETAILS W/ 2- MOUNTING SECNONS 7 Be COMBINED IN, • [, D.. COME g5}ANG[ (SEE SPEO WONS ON SHEET 13) • BI�gO[ �A� y10 I1Sg ERR Cif HV BLADE ANY WAY TO SUIT INI INSEALLANON• 4 144 4 11' R A. T! FLORIDA BUILDING CODE (Non Nl9h Veloc)ty Hurricane Zone '\,\C ENS''••.'/ 0207 NO[C0. INC. 020, EASTERN uEru sa!". INC. 13ERTHA Accordion Shutter System 455,1 ' 4 1L A.S.S.A. TILUT TESTING A ENGINEERING COMPANY American $ItUHO[ Systems KV. MOLE #1 W/ OR W/b KV. WINDW MADE Ev..x 3nniRlwx Att cxAKm W. LA t am 15-OB5 > T I wm W/22/1T -- •'•.�ORIDP: •..�4fA dE em x.w. eau. M. Aa Ow, Nnem+ewnas. nary mm A38tlC(OtIOn1 Inc. P{rono: 005)111 rr: 002)021-ID31 4288 WeSlroad4 (hive F""'+•.,T\�• �{^ R Ei �? 1 raNAL N,n1' .-mw: Nl.<eeadsom West Palm Beach, FL 33407 3 DRAWING No ' .. IA4„•' m-5EB521a rvAnTs A rnurw. P.E. 17-1 07 P.E.+SEAL/SIGNATURE/DATE «CRuw uc IT 441P 5 SHEET OF gn -(SEE sCNWUtE ON. SHEU IJ) rip / •// I /IY� �f, r /',6 m. i )i oR aR1 = _ • _ \ L F\ EXISHNG CLASS OR a* / J!100/4- HEX WASNER HERO Tn( SCREWS 0 12' O.C. —CONCRETE ANCHORS (SEE SCHEDULE ON SH 13) .!7YX j EDGE OF / 548 IF A8 t I NEAR CONCRETE kNCIf0R5 SCHEDULE oN SHEET 14) IFF .pro /t s Cow WPUD :•� � � f/f�a aJi 'OU FIAT HEAD CONCRETE PNCHDRS WIRED (SEE SCHEWLE ON SHEET 14) Q11 TRENCH INSTALLATION AUG ONLY FOR UP TO ♦70. -75 TIM AS.D. DESIGN PRESSURE RATING k FOR SPM'S PER SCHEDULE ®]. SHEEr II , 3 Df { •✓ -IIF dal V AITpW �' J Imo, T 9 V i I ROM) aF 114.3/4• HEX HEAD TEX SCREWS O 9. O C i I a` ] f HH. 0 12- oc i! F r { R it tCen. SFuwl / l/ rf OR 1/4'P-20 SS N 5 W/NUT O 8. O.C. CONCRETE JNCItORS ON 'i g. 7 Fu.a / s.os. O B' O. c �- 4Ra. I/a•.-S I ss xs Hub t BNEET 14)EWLL 1j2 . % //,d' 0 .J'O.0 _-_ EOOE OF OSIROI 17 bT 18 1/1' i' / ✓ I%.x® 1 ]. �01N -"Is.. TTo, Mom,wt ! �1 J/° _" 1 )/B ♦ } / A/ MPN�IE V �i % �19gOOlt EH. 5.0.5. E11N I t J /'/F.D . / l `CONCRETE MwasS POUflFO COHCR (SEE SCHEDULE ON SEE NOTE 1J(o) ON SMET 1 a NOTE 1J(0) IIE�00"NIM •, Ds__ OR CONCRETE K SHEET 14) POURED CONCRETE OR CONCRETE ROH ON SHEET 1 CO 1FMOL POURED QKWIflED G REQUIRED KEYSTO1,1 EassMWROPgFxTING. INSTALLATION e•INSTALLATION lDWALK—OVER flEauwE INSTAILLM�aPu+e_D- 0 t troa • E. D, -EDGE DWANCE (SEE sPECIFlCATIDNS ON SNEEF I]) t THR BSTAL1ATIO.N SHALL BE RENWARIE WHEN PERFORMED OR ENNnI pPLNOLE EXn O 0 ONNSH ET 19 fOfl �1Ff . I- SEE sNER 4 FOR MICAL SHUTTER ASS MOON CAN FF TON. D IN MOUNTING SUIT w Nrr war ro swT ANr iusruunON, INSTALLATION DETAILS W/ VJ HV BLADE phF A FLORIDA BUILDING CODE Non Nlgh Velocit Nurrtcone Zone CFNSF:•.,. 513 e4611 VO MI, wa ®201J EASRRN NETAL SNPPLY, INC. 1 LT rE O �+ �+ A■.7■�7).A■ RT A na Accordion Shutter System u C American Shutter Systems Nv. a" gt w/ OR ws WFD M IAOLE � :: ' TILL)T TESTING A ENGINEERING COMPANY As80Cla}lone Ina. r, x DL,®VRDa D.,IE DR.w.16.: is :� 11 •:'_C,. s11 wsa Nd. aw s.. sd. gym. xrNvu vmp¢ noxa v.e s OlD t5-ae5 JJ/Il ti We: 0J 2J/V •"-R'f '1+1 NALEN61llllt Plain : M5)611-1536. fox; (MJB71-159 ie°1DNDoo7 4268 Westroads Drive West Palm Beach, FL 33407 p a ORAWING No ................ wn3vx AM, A. Fz ♦ 17-107 eeF.� DUAILS ON SHEETS 10 k 18 IFSEE NOMS ON LOONNO BOOS Q ,Iry c,,, wp OUT IN r/ EXImNGc s INSTALLATIONS WJ i HV **� �xmamm®�M* 5. ©a4�a© OarOaID ®w BLADE W1 HV CENTERMATES CaaOiMORSMPMGRONMMSWEQ 10•�a0•Gw0•0- OR Ewsrwc aus NO WA ONN TION O O 03 70 ®a---------------------- � a ----------- - - - - - - - - - - i 21Y.1/a'•e'-3 I ®•®a 'W61-TB ®•�wl�r �$ 31/4• ]' 61/2' NIOY) µYu. t Wt/�2�s 1/.^o rwwN Vz• a�2.® C I ET WC iO [OIICREf[ YC 5.1/]t'S�M�£101Y)aE /10+1/1' t1e.S.O 12' ENTE S CENTERMATrES MI A4AlI0N AT FAtN MOLE OVPI I d'0' F LENOM. W W/ NV I Dr.., (61 nr r TD S IN 3 a 3 ON SHEET II ( — — — — - --- -- --- --- -- -- —--------- — — — * 1 5 O o - z (D pa®w©. 7Oapwio.®a HVB OUT ®' HVC O ®w© Ow©©a HVA PaoB ONtRflE ON a®w w 8O 10 •�3 a EABTING CUSS ®a1©•©w©•®p1I 10.OIs©. ®a a `_-- EOu ED aessns"c — S-------- — 6 .�7'-0w�6 74. �®0Q)ON — 11�� IN MIN. SEPARAOON B'®w®•®a�•@J`GNTT CET ATES 6 ®•�a roclAss rJ —�— — a@10 --- W/ HV LOCH* ornnNu ('� (� (SEE seTlEoueE MR. SUMAUION o- * IT OR ©^®wO+lJa�*'7 Y7 ON SHEET 11) TO OLASs (SEE SONEOYLE IN OPTION& % ON SHEET 11) OUT ANG16.- o 3 90' 6 1/2- MAX. S ;CK O * (EXTERIOq) ** r HVD OUT 11T11T..01111!", HV/E HVF FLORIDA BUILDING CODE Man High Velocity Hurricone Zone ENS'• ✓y CI PLTEco, WC. 0son vs7ERN MET& SUPPLY, WC. F BERTHA RVN �� ■ ■ ■ ■ A S S A Accordion Shutter System // Hv. ill" @1 W/ OR W/o Nv WINDOW MADE ....... . r� •,Q+ ' TILl1T TESTING k ENGINEERING COMPANY American Shutter Systems H onwmso mtt SPwNv ev:.te. •y- ItT 055 xw. aw. n, MI. x v A MOON, ttmd aL Association. Inc. 1 OLD 15-085 7/77 I) ORAL 07 27 17 Phwn ; nasjen-152o rrov : (ws)a7L1531 4288 Westraads Drive 2 y Li ANAL EN 11 —mo-x 6e«eovw.an, DRAWING No • / G dI Ee-mo5710 West Palm Beach, FL 33407 s , 7—' 07 1 •I III A 14Ur ," 1 n777•' P.E. SEAL�SIGNATURE/DATE TLOBOA Us. / MI87 s. ----]SHEET Dr 2a AJ: LLB__ �Y��. ••` A L Llli .. haw _ OUT IN '}—' °oEtl�r I� eutt(psvc. xws sns, sxeunv an swn a -owOob-O •'lY'a A9TC4. IS UNM1W4,IMRIC BL•M VIBB,M Mm-M9. 6 7 a • I rroia+m ex rws smn, mr BE usm wrtn nm rrmrun I 1 .SInR#.d'ir"RA.4a� nm n err, ,n rm- E * ME IXT[ 6 rM r sx.. ms ss�r v YRYS BM. NU:ervY (m7-n.aLaG ux[rwrc[rrw sxm xmssm, vixr [ mra u voaricn.mm m ewst mmrBr a vApwpn, M[w +rAS .10"EY B>Bss on Caw. -__----.----'--------------"___..."--"-- ` IN e � our 2 1/4" 0-20 x , 1/2" S.S.N.S. W/ 7/9"0 x 3/32" WINGNUT. 9HV "T" LOCK (OUTSIDE) BY—G* �Y sr r =17 IatCM. mC. I TILUT TESTING $ ENGINEERING COMPANY us4e.< sw. sl. s. sos. wxmw wmnnam..a vnoM : (ssspa-msa .rev : (soslen-rsss .-md: sa:.emnmsem [e-[aCB7:9 WN.RP A P.C. rLoaaA U.. 1 44147 A.S.S.A. American Shutter Systems Association, Ina. 4266 YJestroaes Drive West Poim Reoeh, FL 33407 ea wsss a sawm xom0 • a® mn a WNMSLL M1GrW.01I4®grt4 FpJ.1rA 6 v�19 M,LL WIrW"RB IDNIWW6 UnI rIIRO H.V. RAGE #1 W/ OR W/0 KV. WNIV Wa 771 B[s V.4 Brt[ mums Be LC r ULU 15-055 7 27/1 Mml a) 27, 2 DRAWING No 17-10 s SHEET B 9 OF 1 r MAXIMUM SHUTTER SPAN "L+- OR "L-" (16). FOR INSTALLATIONS W/ CFNIPRMATE c. Q) & @ br br W/ ONE H.V. LOCK ® or or or NO LOCK ® W/ NO LOCKING ® RODS or CENTERMAT@ 28@ 29 W/ ONE Iflr'T' LOCK 30 W/TWO LO<y�(j NG RODS 35 TOP BOTTOM EE NNu� 43Z, cents M1wo T. Ot M aR -1 CC& NCNNH & COINGTN1ARMS 0 WALL Md1NTING BOOR/CflYNO YOUNfING N IIIj l-(4) Lr At t-pIj 30 OR LE ICE'-0' i6'-0' 16' o I 10-0' 35 14'-'D' 14'-10' 15'-2' IB'-0' 40 13•-10' 13'-10' 14'-2' IS'-2• 45 13'-1' 13'-i' 13'-I" 1+'-3' 50 12'-5- 12=5' _B• 13'-7• 55 II' -IV 11'-10• 1' 12'- 11- 60 11'-4' 11'-4' -0' 12'-4- 65 10'-40' 10'-10' :12'- -I' II'-11' 70 NY-6• 10'-6' 9• IV-5' 75 10'-1• 16-1- 4' 11'-1' 80 9'-Ia' 9'-10' 10'-04 IT-B` 85 1.-8' 9'-8' -9'-9' 16-5- 90 9'-]' p'-J' 9'-5• 10'-1' 95 9'-w e'-9' 9'-2' p-1o' 100 W-9' I W-4- 9'-0' 91-7• 105 e'-g' 9'-4• 110 8'-C Y-P 8'-7' 9'-2 S: 120 8'-0' 6•-11' 8•-2' F-r - 130 Y-0' . R 6-5' 7'-10' 6.- 8'b' 135 )'-r 1'-2' T-8` 7'-O' 140 7'-5• W-11• 7'-r Y-6' 145 )'-T 5'-9- )'-5' 7'-J• 150 !7 5•-7' V-4• Y-o' 155 )•-a' Y-S- T-2' 160 8'-Ir 1 W-2- T-1' W-r 165 a'-t6` T w-1' T-0' e'-P 170 6'-9' 1 4'-11• W-11' 175 6'-7' 4'-S. B.-O. ISO 6'-6' 1 4'-8" 6 -8' S'-10• 185 e'-5` 4'-6' 6'-1. V-8- 190 W-4- 4'-5• 6'-6 5'-6' 195 6'-3' 4'-3' w-5' 9-8' zoo 6'-2' 4'-2• 8'-4- S'-Y 205 6-1' MAXIMUM SHUTTER SPAN# "Li OR -L-- (ft.) FOR INSTALLATIONS W/ ONE HV LOCK or of W/ NO LOCKING RODS (SEE NOTES t:tt) NANY Y ASP O 9W P � _ CONCRETE & WGOO II WNL. MOIRiIWa RaawaAlvc 40UNPN0 L I -VI 30 16--0' 16'-0- 35 is'-10' 14-10' 40 13'-10' 1 13'-10• 45 IS-1' 1 13--1. 50 12'-S• 1 12'-5- '-IV I1'-10' -4' 11'-4' '-10' UP-10- -6• IF-6- 1-i' 10'-1'10- V1w-1- 9'-10'-8' 9'-e'-3" 9'-J•-0" R'-9'-1. W-4- -7' 7'-il'-P T-T 120 e'-O' 6'-I1` nc -8' 130 7'-r W-5' I35 7•-7- 6'-2" 140 7'-S 5'-11' 145 7'-3' 5'-9" 150 7-2" 5'-7' I55 ISO 6711' R-2- t65 e'-10' S•-I• 170 8'-9- 4'-11- 175 6'-r C-9• 180 8'-w 4'-B' 185 6'-5' 4--6' ISO 195 200 6'-2' 4-2 205 205 V-1• Y MAXIMUM SHUTTER SPAN* %+' OR -L-' (it.) INSTALLATIONS W & W/ ONE W LOCKS OR W/ ND LOCKING oos (VAUD FOR MOUNTING" "Ca 7 CAUAPO Asa WSTNIATIO VS arAq Nma/muno uourmRb oR 0...N I.OR -j nI NL: NI NG L (M - A) I- A) 30 IB'-0' Ur -a' 35 15'-1- 40 14'-2' W6 Ir 45. IT-4' 14-3- SO IV-3- 13'-1" 55 11'-1. 11'-11' 60 IU'-2' 10'-11' 55 W-5 10'-r 70 8'-9` 0-4' 75 6'-9•. INBTAH AnDN LEGEND CONCRETE & WOOD NANSOR WALL A. B, C. 0, E. M, N, 0. MOUNTING F, K & L R, S, & V. FLOOR/CEILING MtlUNTING G. H. L 11, & M 0 UAX94UU SHUTTER SRNI •L+' OR 1 'FOR INSTRUATIONS INTO WOAD SHALL. BE UMOEO i0 105 Pei. AM DESIGN PRESSURE MDNG. t HV CORNER CENTERMATE 13.IMY BE USA AT ALL MOUNTING INSTALLATIONS, LOCKING SPEORCADONS SH)UBE AS INDICATED ON MMIDATORI' CONDa10N /2 NOTE /5. SHEET 5. tt EXCEPT THAT Meant, SiUTGR SIVU 'L+' OR'L ' AND M4XIMUA AS.D. DESIGO. PRESSURE AMINO FOR INSTNUnWIS INTO CONCRETE OR CONCRETE BLOCK S BE UMMID AS FOLUNS; i- CONNECTIONS, TO KEYSTONE MOUNTING UNITED TO +64,-72 p,.J1 AND 8'-O' SPAN. SEE UOUNTINI SHEET ), SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 0 HV BLADE FLORIDA DI 02017 vsfrca, Me. i� EcoE.47. A.S.S.A. TILUT TESTING: & ENGINEERING COMPANY American Shutter Systems .15 NW, it. 6 W., us. mKoa cunio,s no. MU Association, Inc. M.. I ( OSPI71-Ub: Fo : DIRRIIT1-MI 4268 Westroads Drive >-.bm W.W. W-9aa4n6 West Palm Reach. FL 33407 sku. A U.T" P.G ROPoDA A. 1 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSIM ASA. DESIGN PRESSURE MPR0, L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE MDNG. (2) PROCEDURE TO DETERMINE MAXIMUM'SPM MR WALL MOUNPNCS (TOP/BOtTOM) OR FLOOR/CEWNC CNEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, OCTFAMINE NVOGMUM SPAN 'L+' FROM SCHEDULE. GNE'N A NEGATIVE &S.O. DESIGN PRESSURE MIND, DETERMINE MAXIMUM SPAN -L-- FROM SCHEDULE. FINK; MAXIMUM MLOWADLE SPAN i5 EOUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 1+' AND .L-'. (3) PROCEDURE TO [IMMUNE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W1 FLOOR/COUNG MOUNTINGS: FOR A GIVEN POSITIVE ASD. DESIGN PRESSURE MANG: DETERMINE: U+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L3+s MAX. SPA' FOR FLOOR/CE61NG MOUNTING wsTALunDNs. FORA GIVEN NEGATIVE &S.D. DESCH PRESSURE RATING; DETERMINE: LI-- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, U MAY, SPAN FOR FLOOR/CEILINO MOUNTING INSTALLATIONS. FINAL MWAMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM SEMEN "LI+', 'LA+"; 'LI-' AND "Ls- (4) W TO ANCHOR SCHEDULE WITH HNAL MAXIMUM ALLOWABLE SPAN AND NEU4TTVE &S.D. DESIGN PRESSURE RATING TODEIERRINE MAXIMUM ANCHOR PL SUPPLY. No. "G" 1 nM n r TPA Accordion Shutter System H.V. MAX #1 W/ 1R W/10 KV. WINDOW BU,DE No 07 HEADER M UNRRG mm W i'J•CPJYY nnolo WLL'lY mmo La{$]0 nnmmm [j. E{'� L c E . 0m0mm0[>•m0ommmlD0��0mm0mmm m00dODO0mOm�m�QOmm�[ mmm000a mmm OOOammmE ®�mmo®�OOtn®mnu�OOmm�'m�[ ®m®�oom0omm� ' �m�nmoo immmvoaO�mgo Smoo�'iOO�mmmc mmm �mmnopppappaopoop®® O®�000IIII E�Lfm7000�Om mmm000a mmmOff77oaammmo MR KEN aaammm1 MORN ®�mm55Oo5mmm5M on�0SOn mmpmaaoaammmaooao0mm ®m mm00000 ©0555®5®500005BE mmop0000m�Pau5e �5�� 0m0000055®OOOOOaOmam mmooaootomma00000mmom 5®000 000®OOOOOOO®OC mm550000050555555055p0 OmO000O00® ®®Ooaoi ' �000a��a�OaaaaaamOa= 88 melee o e.ee.,..................... 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