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HomeMy WebLinkAboutPRODUCT APPROVALr, c.ou' LmK w. 43C 43a as IA�Gt aNulp0. m 8 O.C. O 0' O.G uua wTM. c-es �M ox COSTING MISH Taepll flR AS MPNC u COSTING CU65-r MIN. SYmmON TO CLASS �(ssE scHmulE) M1 0-013' TACK 16. COSTIMs nw rtn IA i C1011Na. AS *"M64 ruff w M:. C-m r Posts r as 43e 43a 00'O.a 0e0 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M©ON THIS SHEET. 4. ONLY-.GE24 NTERMATE 21 W/ HV LOCK ARE ALLOWED WRH 21 ARRANGED A SYMMETRICAL LAYOUT. USE 0 (2) 3 (6" LONG. MINIMUM) MUST ALWAYS BE INCLUDED AT IDR OR INTERIOR ACCESS SIDE OF CENTERMATE. -1 z.aao• u..,r 0-a&]• �L AF3® 1-4"a NOMINAL A IMIN M Evr 6063-TS ALLOY SEPARATION TO G Acc crl••cnnl c A 3000* ry Ma. WIND ZONE MINIMUM ASTM E-1866 TOGLASS I THRU 3 1• 4 4" T..... •.7a, n i ** BLADE SLACK DETAIL HVF IS ALSO VALID FOR din ;jam Tom' 12 CENTERMATE 21 APPUCATION WITH BLADE IQ M'."i. win- OwDE io W �'YJeL%,+� ` ® 6 OD.C. MN. a-m fJLV. SRa. n„7'Yfn}:'. Mark sh, A7 Is- O.C. iti ?:.t d },.:.•) MS WALL HEADER/SILL INSTALLATION .• E%15LXa maN As nwuraic [AL sarrom) ZDUSTING GLA55 1/2' (TV.) 7' v I I 7' LJ I NnK 5UCK t+k_ }jy@ BLADE SLACK DETAIL HVE j= FLORIDA BI 1 �•o�!��(\ A. TI((h.s _ a2an mTcca. wc. LENS ':✓P ' TILUT TESTING k ENGINEERING COMPANY American ShuHer Systems •a �. STATE 04 ° a" , °"' ".•. "'" °'- sa. m>. `"u"" CmOmo, amm. nr Ass"Iciftmn� Inc. . � • —T-1Ti lAA E7wti o (usb7T-law . ro.: Tmsbn-1u1 4268 Westroads Drive �L1 +F<ORIDP ? t1�;.1n1 r m Ee 000,710 ` West Palm Beach, FL 33407 BOLT MUST PENETRATE 3e 1" ]73' rsw a90_ RT— � 1/40- READS 43 1,/4"0 ELCO CONSTRUCTION PRODUCTS FAA-LOK HD COMPONENTS SCALE: ]/e'- 1" nr w Pa.gz t7s swEws oN 1 Mf[AIOq a DnEWWM fACf 4 4 �� 1 12 2) 42 — LaCA 0 AT 12 IN HEADER/Sl ENDS VIEW Y SIDE CONNECTION TO TRACK III NG CODE Non High Velocity Hurricane W2017 EASILRN MET& SUPLY, INC. Accordion Shutter Syst( HV. BADE #1 W/ OR W/O H.V. 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Q P� IL ECOEgc. * TILIIT TE611NG $ ENGINEERINO COMPANY 0]Sf xC ]6IA S4 Aa ]O!, ettiG ypppyy M1exY L e `-mN:T]IKeVodgoM t8-0WB)14 YWIX A 1etYT b.P; )ATF rtBllal lk. / Ni!) w.r aoaxR Il+t xv raYw A.S.S.A. American Shutter Srtoms Association, ine. 4268 Westr d_ QWve West Polm Reoch, FC 33407 END CONN_ ECTIOy DETAIL r� •..,mutm Mi,A aan PWAiw 4av, tYA• ♦ SEE 10 ^rtAOON! OF USE 10R euDl7 M1 $HEFT TB w[BT/ [ASTERN EIRAE GUPPLY,INC. T 1 TM Accordion Shutter System RV. aAOE #1 W/ CR W/O KV. WIN W MADE . x MsuBnxx au oaa..M Ec. T OLD 1l-065 i/i1/I Utt: 07 2]/t7 ] DRAWING No 17-107 IIVJIALLAIIVIV ULIAILJ UN LX1511NG WOOD BUILDINGS FOR 1 HV & HV♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR IN�rel 1 erinuS INTO WOOD WITH HV DUDEn nlll v wK Fwm 0 s SPAN k DESIGN LOAD FOR 1 U AT SEE SH T 1 11 L : 9 FOR MA 1 4Y FARM OR IN TA ATION WITH RI enc a IN UNISON )<. '• 1/APCON wm( AwANcm TNREApFORY TECHROLO , �1 1/2' Yx. PwmurwN •tie (Mn) E1uSFIxG W00o rW A[DUNED. 51RUCIUPJI WDFowcr / LQ— —r Yw. EDGE OF .,RPLCU" F^ I1W O AaG TO 1/•Y-IOF]/•• SS OF E»mFG E eEAY PwLuvs r I / / 4i EcsTwD WvoD ImmFn. I• (SEE SCMmwE ON 516ET 1]) Ys. TRuss NFnn ro eE cmrmm m REGRlFRFO t i— / 19 W�4=20 NUTS PRIOR TO O I2(oG SID�DbTAMAI ON. %��� / / 1/2• EEQSnNGRESES WOOD OR 1/1• NAFERR0�2•- D.C. REQUIRED • ) 01 1 .•. TWPCDN Ofl % / ••T APCQR WITH AOVM'CED .257' TOREADMIRMU TECHNOLOGY // - EXISTING / I I uoa VIA Yin. PENETHAlIp1 / i Co . Fix. ]/•• Ym. iKK. / .I ( f7101'"L m MU TO OXrs1um WIND HonEW. / / /Ih]/1• sLS O ' •'N1/s• ME"U.iNBE I r/ .E T+.h (SEE SCHEDULE ON SXEET IS) / G r O.0 or g or © j 6O6]-Te ALLm], W/ 1 or ©or © ])S 1TW LAG DGREwS TO aI511 COSTHO UN 214• I 1 I LOCWIE LAO SCCRR Y.TS R H[/DM REOYI mASS LI NW. ]FaNU110N TO GV55 I U Of p HOX At YDYR0I11 OF EXISTING ROOD YE]UDER (21 YA. 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IHRFADFORY TECHNOLOGY w/ 1 12• UK PmLTM110N W/ 1 Y-21 HU15 0 11 0.0 1/•Y GOH TAPCON W1M AM'ANCm iNREWfOPM 2• UW' 1/YR iAPCtli OR TIPCO WITH MVANCED V MflEADE'ORN 1ECHNOLOGY W/ 11/2• Yin. i of 1 YtFA TO FXORNG WOOD IRA)ER OL / TECHNOLOGY w/ 1 1/2• Wn,PFNEIRATON Of THNGOm MCA TO EXISTING WOOD HFMER. (SEf sMEmIE oN sHFM 1S) PENflMfUON OF THRfAOFD EAFA To"stwa wW] HEUOGD (SEE • (SEF SO4ED E ORSHEET 1]) QV HV WALL SILL INSTALLATION uEn D JP f0R WO HV FLOOR SMv=off SHR7 15) & HV WALK —OVER INSTA IUM INSTALLATION FLOR®A BUILDING CODE(Non High VeloDltY Hurricane Zone EE t0 � ••,• CC •' /%• - ' �: NSF•.+v9';. 02017 Ano). wC 22017 EAs1ERN YET, SUPPLY, WC IL , A.S.S.A. Accordion Shutter System TILE)T TESTING It American SIIYHsr Systems HV. 9lIDE gl W/ OR W/p Ky. WNDOW 960E �i•T E, R ; ' ENGINEERING COMPANY aw W W, wH u, sY. bE Rays cURCo, rtomt vl Association, Inc. 1 L6tlglpN Om ytt tlVYll m: Le 1� 1 .,...... .�^T��EI ��1 PamF [ E]0.)]T1-1Tap. rn: (yy)R)I-IS]I 4268 WeStrOOOS Grive 1D-IDS )/2? I o06 0)/2) 1] 2 -s/ONqfN��al'll • ®mamDtlo West PDIm Beach. FL 53407 a ORAVANG No WI11m A=TJn P4 I F _. P.E. SEAL%SIGNATURE/OATF � 11c I ale? _.._— V ®• M fl-IM ®e I 1/4'. TAKEN OR TAPCON WITH ADVANCED THREA.DPD,11 TECH cc,, W/ 1 1/2' Wa PmElM1MN of IIWENm AREA TO "M W ,1000 IOAOm. (SEE soesusE ON sN Er 13) � 1/4'6-20.3/4' M NACHIRE t.:r SCREWS W/ I/4•-20 NUTS / I'�YEI® n O 12' O.G d FaKNIO �y�55�1 I YIN. SsictuE N TO I GLASS CaKiWC n �(SLC `+OIEWIE ON SHEET 11) I i 2'.4• CO VAMO gAIE EE cREO W 0 TO E arr 1 i �O (sEf SLMFWEE ON SHEET 11) uwa� )• REO'0. / / �{ �t yA•• VAL ^� \ HUIs O lY r' , I � as.-20 D.G. ) i 2-.4' COxi III WOOD PUTS i ' REO'0. �I oR ( } 1` �) _ i ` 1• 1 1/4•0 UPWII E IMMON W1/ ADVANCED IECHNOL001' W/ 1/2' 1/4'. DN t i l MET,Y SI Yid. PDVET flf MFA M)0 PLCOEMI \\ N YT7N V ON WDN IDVANCED 1 sEE SIDFT . EET 15)ED (SEE SCNFDOE OII SNCET 15) Ix 0 YIN, 2'N• 1/2' WN. CO. TNREAOPOPII TECHNOLOGY mp TYPoGV. SHUTTER ASSFYOY. 1/2' LAW. CO% PLri4YgD Rm'0. SNOB O IV O.C. Rrl'A100 Rm'D. Mars BOYD. PLYMOpO TO DE WAEL nM W/ 1/r IAtt k INTO P00N ON, TMRUOm AREA DAD PLWIWO 2-YOIINIDIO SECTgNS yN. B CONBIHEO W AHY 1YnY m WN. 2W WWDS O IV O.C. WY RE0'D. ATTACHED TO 5I10.6 N (SEE 50a" ON SHEET 15) SUR ANY WBTAIUroN. ©HV PLYWW I To BE ATTACHED TO STI.OS IN ACCORDVlCE VA1H SEcraft MOB Of THE E.B.C. WALL SI I IN�TA I enON AECOPWKE WRH SECTION 230A OF THE OQ NV WALL Pae SILL INSTALLATION • z¢ Dr oc u .Aii...) B'ADEsaxT C% LE Eit,".ER If I�'t . �if, WD1) mrzED. DIC 1114V............. �10ENs'••. ✓ = 1 i I '. TAPCON OR TS N WIIN AP Ea :MFORII TECHNOLOGY W/ 1 1/2' PDlEIMIION OT TIREADED MIA TO TLYO MODE HEADER. SCXEWLE W SHEET is) 214' CM, ssLL PULE ,m'0. i USING o Ir ,� U �1 e' I `, i 1/4•. TAPCOI OR TAPCOn WRN A1/ANCm 4. CDN1. TNREADIORN TCCHNOLCGY M 1 1/2' . PUTC Wn PENETPA1pN K TH,Fi➢m AREA TD 1'p. COSIWG WOOD NUDE,. ��. Ik` WME FWpl so¢ntnE w sN Ei 15) (E)HY-WALL SILL INSTALLATION 1TT co AossiSmA. V. TILUT TESTING a ENGINEERING COMPANY American Shutter Systems H 9 A .Sa Ne. m 0, aY. 3y vaaw comma, rWRa NI Assoell211on, Inc. 1 ft.: (305A71-IM . r..4268 Westrocds Drive a ._!S'•..�RIDA,:•' 1p - m_ImpilaW%1p, mn West Palm Reach, FL 33407 a _V�O/lr� e�T�tC`�'11 WNl@A)WT.Ie. P.E. P.E $FAQ A�fTATLalnsw ROROA lk. 1 HIB) GR W/0 HV. NING No 7-107 MAXIMUM A.S.D DESIGN PRESSURE RATNG ! i� NO ORRESPONDIN AY LIIL AL pR p D ) cr'HEp I E FOR A CNEN a mER S�CA77VF A.S.D. DESIGN PRESSURE RAT11.G AMD A dQRRESRC 'DMR M^U_ uP.yG �s (S E MOUN "ICS ON SNI11S is a t)). B LJ B B T I-R AT E SOUTHERN PINE No, 2 W/ MIN. 0.0.55, SPRUCE PINE DR NORTH SPRUCE PINE RR SOUTH a SPRUCE PINE IN DOUGLAS DR W MIN. G.0.50 W YIN. G.0.13 1/2' MIN, COX 2 W MR. G-M,55, DR NORM I4prY / / W/ MIN. G.0,36 FIR SOUTH PLYWOOD W/ SPAY (N WALL MOUNDNCS CEILING MOUNT T IN. . 3o W/ MIN. 0=0.43 W MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR MOUNRNOS WALL MOUNnNCS CEILING MOUNT T W A(X M. N. 0 &. 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B ) B e g 8 8 3 8 3 1 { 1 3 12 t] 13 12 13 12 1] @ 12 12 IO I2 12 12 12 12121 . 8'-0' 12 10 10 B B 63 8 fi 0 8 S.5 .5 12 10 10 B B S 8 8 B 3 S a.9 1 10 10 9 8 3 fi 8 6 6 S •.9 8 S • 1 - 12 1] R 12 12 13 12 12 12 13 1] 13 12 I2 12 19 Y-0' 12 10 10 B 63 • B B 8 3 1.3 1 I2 10 10 B S ] 8 8 8 5 • 33 I2 10 10) 15 - 6 8 g 9 1 3 6 9 • • - B'-0 12 10 10 TS aA 3 6 8 6 S • 5 12 10 10 6 13 - 6 6 5 - 13 12 12 1I 12 t2 12 @ 12 i] 12 0 12 12 12 J 12 10 10 1 .S - 10 10 9 J3 - p B Sy .5 13 ] 12 10 B • - - 812 13 9 - 6 e 13 a J J I2 10 • J - e 8 {3 • 3 J B S 1S - - - 12 1] 12 12 12 0. 12 1] 12 i 0.5 SS 12 12 10 B e 8 5 ♦ J w 11'-0' 1] 10 3.5 - - - 8 6 I3 - - IT-0' tl 10 1.5 - - - 6 B 1 - - 13'-0' 12 10 - _ - g g _ _ _ 11'-o' I3 10 - - - - 8 - - - 3 {,y _ - 12 ] 6.S 3.5 13 0 ) _ _ _ 3 15'-0' t2 _ _ _ _ _ g _ _ _ _ _ 4 _ _ _ _ _ g _ _ _ __ .5 _ _ g 3 _ _ - _ f2 12. 12 93 B 6. 12 12 B3 )3 8 13 12 9.S S S 1 J g _ _ _ _ _ 12 - _ _ _ _ y _ _ _ _ _ L _ _ _ - _ y. _ _ _ _ _ g _ _ _ _ _ 12 12 10. e9 6.fi • 12 12 B5 6.3 S ] tl 85 S.S •3 le - C1i HV BLADE OR M HV BLADE W �A HV WINDOW BLADE WORKING IN UNISON* . rlr rc vsc ru r•OL�iapmT 1y + NOTES ON ANCHORS REQUIREMENTS, WOOD SUBSTRATES, t. 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A.S.S.A. American Shutter SystemsMi Inc. 4266 Westroads Drive West Palm Beach. R 33407 02017 E.Ls¢RN YEE& SUPPLY, Wc. ER Tu Accordion Shutter Sy Kv. HAAg#1 w/i W/0 Hv.w wE TILUT TESTING & ENGINEERING COMPANY Pname:.(wa)on-IM. Fo°: (UM)an_I]L ®te • •..Pz)ATE FIARAAua/w w y1Etl4eN W.Assoclatlona 1,351 aaC 0T, DRAVRNG 17—nanmA.mar 2G MAXWUM SHUTTER SPANT OR 'L-' (ft.) FOR {Ey or IEq ar er LOCK (9 W/_NO LOCKING RODS at 30 W/TWO LOGJNG I I (SEE NOTES t, Asa on..A46 XSQ vII.G wAtl 1NWIgIIY nOaR/CpMW I7�16 IwL IgI1IXNG P may YWNNITNG � M f• W -I (� Iw -] NOgt/L9NG MCMNNO IMUM SHUTTER SPAN*'L+' R -L-- (ft.) INSTALLATIONS W !e W/ ONE FN LOCKS OR W/ ND LOCKING 0D5 (VILE FOR q© sx¢I EI` 7 AS6�OW1 CONCRETE IrmMLAnaa A�mN Ra6n/L'mWa YdPN11N0 �aA,1 1 .NFL INaIMIM H W l- 3D 16'-0• 35 13'-2' t6'-10' 10 14'-2• 13'-2' XS is -!. It'-]' 50 12'-3- IS-Y 55 It'-1' 11'-t1' 60 Iw-2' 10'-11' 73 1B'-e' INSTALLATION H UECEN CONCRETORYE k W000 MANS WALL A. B. C. D, E. N. 0. P. 0. MOUNTING F, K @ L S. k V. FLOOR/CEUNG MOUNDING G, H, I, It, JU. FR. W @ K h M O MAXIMUM SHVFIER SPAN T.+' OR Tr' FOR NSfALU1MN5 IMO WOOD SHALL BE UMIfEO 10 105 pf..&S.D. DESIGN FRE$SUaE MTNc. t FFV cmvv a:HTCRMATE /3 MAY BE USED AT ALL NOUNTNG INSGWnO & LOCNWG SPEctnMYONS SHALL BE AB INDICTED ON MAY0hTOR7 CONDITION 12 NDIE 15. SHEET 5. ttEXCEPT THAT MAXWUII SNUM SPAN 'L+' OR T.--' AND uxcuu X ALSO. onswo PRESTRRE RATNG FOR INSTAWn01G We CONCe1E OR CONCRETE BLOCK SMLL BE L VD AS FOEDAS I- CONNECTIONS TO KEYSTONE MOUNTING WANTED TO +64,-72 P.a.A AND 8'-0' SPAN, SEE MOUNTING©ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" O HV BLADE 02017 MOca, Me. IL E OO,Nc. TILUT TESTING It ENGINEERING COMPANY Nf! 4t FCT M- 9a ]0!. WiYW (AWANX FlallaA 9 Vem.: (SmM71-1310 . FP.: (w)on-1!]1 P-mPi IANYaeMcom ta-no6n1F WYICN A Awl u107 Jr. FLOgaA LiP I A.SaS.Ae American Shutter Systems Association, Inc. 4268. WestrQ11 Drive West Palm Beach, FL 33407 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN POSITIVE ASA. DESIGN PRESSURE RATING, L-t MAIL ALLOWABLE SPAN FOR A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR WALL MOUNTINGS (IOP/BOnOM) OR FLOOR/CEIUNG: GIVEN A POSITIVE AS o. DESIGN PRESSURE MnNG. DETERMINE MAKWUM SIPµ 'L+' FROM SCHMUIE GIVEN A NEGATIVE AS.D. DESIGN PRESSURE PAYING, DETERMINE MAXIMUM SPAN 'L-' FROM SCHEDULE, nNA MAUWU ALLOWABLE Spµ IS EOGA1. 10 THE MNWWM DETERMINED SPAN BETWEEN 'L+• AND 'L--' (3) PROCEDURE ED DETERMINE MWMUM SPAN FOR COMBINATIONS W SETWFFtN WALL MOUNTINGS W/ FLOOR/GONG MOUNTINGS: FOR A OVEN POSMVE ASA, OFSIGN pgESSURE RATING OEIERMINE: LI+. MAX. SPµ FOR WALL MOUNTING INMALUTDNS. L2+- MAX. SPµ FOR FLOOR/COUNG MOUNING INSTALLATIONS. FOR A GIVEN NEGATIVE AS.O. DESIGN PRESSURE RATING OEIERY NC LIMAX. SPAN FOR WALL MOUNTING NSTALIATIONS. IA— -a YAK. SPAN FOR ROOq/COUN/CEMNG MOUNTING INSTALLATIONS. FINAL UAXIMUU ALLOWABLE SIPµ 15 EQUAL TO ME MINIMUM BETWEEN U1+', Ra+', ll= µ0'U-' (4) GO TO ANCHOR SCHEDULE MTI11 FINAL YAXWUM ALLOWABLE SPAN µ0 NEGATIVE w D. OLSON PRESSURE RATING TO DVEAMINE MAXIMUM ANCHOR SPAnvr: 02017 MIERNN METAL SUPPLY, NC. nJ Accordion Shutter Syst) NV. RAl1E 61 W/ OR W/O HV. WINDOW RAU N. xa L(5@PxPy WR OPua 6N MC 1 am 15-083 7/27/1 Wi0 OF/27N DRAWING No I CONCRETE ANCHOR' .�/\� O, 16' Olt DO (LOCATE AT AA OF )ODE �Y \ MIA' SYS„V O Is- C.C. OR -POuRm CONCRETE OR ! % Pouem CONCREE POURED CONCRETE REOIIAFD OOCII WAl1 LOCK W REOWREO v ,r BLOCK WALL REgfREO /`> f / f �E3611NC GLASS.' E%ISIP:G EASRNC LV.SS GLASS f Act � ' ' f' i f Icl. SEPAMIA]N TO CVSS (4E r9O AAE aAss MAX ' I 11 FOR T�; (D � � g I'm 9ILE mao (WO-Ov SNET 16 1OR CLOSER SOEA/E (N AM) e.e¢mA® PLAM("L=—TE 1/2• 1 9!TS�(R� 1/2- ATM ODE UN 1 I 7— OP©) /IOaI/2• S.u.S. I I ♦ VSE I. OR 3• TAL SEE ORAL R FOR ODE CONNECDON To TRACNS f - - - - - ZTEYSTOIG GLASS % f f YN ro G(SCE Cussal s.l If .. •.� 5 OR QA• POURED CON. CR CONCRETE BLOCK W.W. REOLAREO AND GONNEGTION DETAIL 50 ___- (ia�uumuu cuv)A�ructE/ew (W63-T6 ALLM At MIDRnGHT i (1) 11011/2• S.M.S. TO(D& (2)1/4•. TAPCCNS ANCIgR6 ro SEE GETAR N WILL AT 1' O.C. (LOCATE AT OR sx Wl= H OR `L•J MM WE a(D) TO . 6 T . 6 1 ®(�j.2�' C�•CO OT • ep.®•®. SEE DUAM X ro •®� r. N.•AZODE CONNECININ DETAIL Q END CONNECTION DETAI CONCRETE fYOCIf WJ�jL EIIRTWC AEOUIRED _ _ OR any FOR ♦ SEE WI�AIR)N6 a USE TOR � __� _v,_.. y BLADE ON SNEET 19 0womomooso VIEW Y OR QO' PLAN DETAIL x 2ECTION DETAIL© •• "-"-7.' - FLORIDA BUILDING - -- - - CODE Non HighVelo6locit 0=17 TeTCCO 2G17 DMP NN METAL S ILp-� AnSmS.A. Accordion Shut # TILLLT TESTING It ENGINEERING COMPANY %•11` wa NW. ] R. R, d W a,mD6 T1OmA ]11 11L PZ : (ID6)6T1-161a . Pm 1 (3mM11-1661 "°1pt Wow"OICO'^ m-aaens Wurte A 1Wl y. •yc f1.aRaA Uc, E M1676) American Shutter Systems Aeaocia11on1 Inc. 4268 WestroaDs Drive West Palm Beach. FL 3340, HV. 9ALE ®( W/ OR W/0 HV. n. DaafDON wtt T no 15-M /n r 2 3 A a uo51iNC GIA56 MAr,R TO aAS (.StE 17 DR D MALEZFE LQQKERS 9i •1 fl Hy BLADE f- owl �.� L + ser NOR a m W L=@ . T IOOf. ON S e, iffi.-P 4W1 V%2 /1M¢ Ta 961 NIIaRi. PMf I [tA. u�WIININD R Al4 CWAV 1[YIIiR PN6R91I. I1. IDaR 01W1 tl1 rgYy ----------------------------------------- Qp�1/a' 0-20 x 1 1/2• S.S.M.S W/ 7/8•e x 3/32" WINGNUT. ©0 HV "T" LOCK (OUTSIDE) Or017 r6RCO, M I TILUT TESTING It ENGINEERING COMPANY W xL YR r4 &a ]0.\ Y.VF GRtQ4lIOm. 3] Peon• : (]0sp)1-15]O. F. : n0]1R1-Ivl IZ P.C. 44167 A.S.S.A. American Shutter Srtame Assoclatlon, Inc. 4268 Weslroods Drive West Palm Beoch, FL 33407 � al iNP O WTO rL09®1 O®1 )O A GC. G IiR[611CYi 4YMCD �K N941q 6 'n10 I1,1 /It fM(WQP Yg4M0 N WKQ v]017 EASIa4N NUX SUPPLY, WS R Tu Accordion Shutter System HV. ELA[E #1 W/ CR W/O HV, Ya14m BLUE racxmimi wR o R: to Ol0 13-086 7/D/i 0M- 07127117 a s DRAWING Na 17-107 i� OUT DETAILS ON SHEETS ln & la 4S NOT6 aV 1DQQNG xCa$O , w IaKK$® O, IN T IXISt N60U55 INSTALLATIONS W/ 1 HV xD�EawEN ax®a sxE s I �— ** R�eE � xUME N n i VAUG reR �E Y BLA E \/ CENTERIVIATES OVOT TcsSEE nPuunoxmneuoE(l n®n®. Q7 wOw10 •®n OR. 10•®w®•®w©•®w END WA caNNEcnoN EXISTING GLASS DETAILS ON SUMS I Q ®w®.®n�.�a---------- ------------ --------------------- esssie'/almpiLUY. I ©•®°'®.®n�•® 01/4• r sVz• 7. a1/2- ,I E I 11Gud4 &M.5 012' }YLCENTHV LO RicMfdp`of_ ,. ,.,.MTET A ES r T vzwTron 5 35 * IN �w 3 'ON sNw i1 5 o * ' — -- --- ------- 1/ 1 /1 ®' 3 w® our ®w �* ��'�,,wC� HVA HVB (� HVC ©•Q • @-(D, .•�I ° nVSq®• ®n®_ 10 rw®w �IX511N6 CL155IT CPEfE OP 5@IG • ®w®• ®nO • ®w 'lR'lcyl 7 W.UL —PQMnOl ]I- e-®p®r®w�•®J/c��isN - C --ATES*— aPTlw,u IN ©•®n® ®w�•®w tSCEsc WEE 5 MIN. SFPIRAUON ®r® �wl'JV* INfER1OR ©•®w Or ®w1�•® ON SKEET II) TO G ASS VV SEESHEEr UIE IN QMERIOR) w®• _ /. f! OUT_—_------ �CgNCREE` 1/ ANCHORS a le: D.C. y ®' 3 vu Ns F 3 " ® � ® a ® OUT R 1/2• M4f. � iEx1FPWR). �** / ouT lrrrrrlr/,,,,,,,/4, HVE HV —FIYD•� FLORIDA BUIUCODE Non High Velocit Hurricane Zone 1 HNG 01017 XTEM, W. C2017 EASTERN META_ SUPPLY. IxC, �1 5 AS A Accordion Shutter System S 2 II LTTE C 0- ■ ■ ■ ■ KV. BADE 01 W/ OR W/O KV. WNOOW IKAOE i TILU T TESTING A ENGINEERING COMPANY American ShUHOE Onl! ..N, aDrcmmox Iurt ao.Nn ar. Ee. •,,. ,,•• TT Usti.% 5PA M. el.. vl vx4m r/nsa¢ Haµµ U1 AssocIGllonr Inc. 1 OLD 15-095 M)/1 vT0 \ A DWI n05)071-1550 , Ira: (ws)an-1u1 4268 Weslroads Drive z S��NALE�611p°,w West Palm Beach, FL 33407 s DRAWING No • ej� Irq Ilfp11 K fiNTfR A T\ar lc P.E / t 7-107 P.E. SEX7S/15;61ZE/DATE r>onzI,M.1 HIE) s. SNBET OE_ZO Nia10RS 1111E aN SHEET- 1]) 1 Fx w 1 \ I �! a1um41tQ9� I�� F I ' ©HV (LING IN TA eTION EE6TNG --� a t�,a c1Ass , B 8 4 FOR nPKAL SHuTTEH ECT10N9 CAN BE � 1 a �JYE2 1 I m1L: t T195 WSD-D- L BE ( E S EDGE navy £ REYDJA9LE DxDI PERfOPu[D (SEE SPCaFIGlaib OM SHEET 1]) ��AN OPEWNE Daf OR I WA4ER HIM 12' O.C. on ON SHEET 1]) I= D< —.FABW a'0.4S" �9 1 /2 /; %: / 014GV/4' F.N. See. NOTE I](e) %{ D F' D.D. iNECTI�R� ON SHrtET Aonr xe) UMED © HV WALL WALK —OVER INSTALLATION 9 Dam I COS APPUCA PO1COMC TUT HEAD CONUE,E ANalORS ROW (SEE SCNEDIAE ON SHEET 14) 11 TRENCH INSTALLeI AUD ONLY FOR UP TO +70, -75 PSF AS.D. DESIGN, PRESSURE RATING & FOR SPANS pFA SCHEDULE 13, SHEET II omTro H/.9 ygNrr 1H/ 4 06T rN I moor m I/4b {VND UI - 1� :. Fawmea m.x uo ramc ran mna usm nv, • iv 1a e-r wµ unr Wa ai fmV Otxt rASIaDI HFp (za xo¢ 7 a rin, se 11 Tw 1YD1¢ ] e uvr wx. j/ J j 17a•.-m../r s3. lanc T/a•._7s xv ' o u• ae E.D. MIN. . ® KEYSTONE MOUNTING INSTALLATION naw wsa. omcx vpcsvos:.e.: n ra uaunw sx11mH mAv E-r SBIAGF�ADN gKTUSE FDR 19 INSTALLATION DETAILS W/ O HV BLADE MIT 16RC0, ma � L�E C p N TILER TESTING a ENGINEERING COMPANY my xe. sm na. Fe. am. lumaa aanmu, nova 91a P1wa : {]WJ071-1sw . ra:: (]m)en-15)1 11N.iCA ATUUTIT 41.4 naRaa tr I Gale)67 ASSA • ■ ■ ■ American Shutter Sylibme A90actaNana Inc. 4268 Wastroaes Drive West Palm Beach, FL 33407 02OW EASTERN NET& SUPPLY, W,, BE A ,M Accordion Shutter S HV. aADE �I W/ DR W/0 NV. WIWDN B , N oasomnsx art Gs. vx B. t OLD 15-085 7/21 1 G1F< 07, a s DRAWING a lul ON POURCD (S5SETl VE ERBi CONCRETE CONCRETE AM 1HIGE)CE pEgl,RED OR 1/4"1 SS. IS wain E ON HER • 18 M dE ((Sixu0M•m®d OI0 N 1]) CONCIUM McNiN6 (SIX SCNEpUI[ ON l J /, SHM 1]) YNCHE E SCPENS p/ 1/.•-20 11 O IV O.C. 1• J / w�e���� / - [� I Op E SUiENSA J I 1. U i E. 0.• n• /- USING 1/4"1 NUTS J 0 12. O.C. J,. 9 _- :1/2+' GO 5 i / J E. / I I V D.• J •// ua.. • i 01+110NR ' / lii 1 � / Iva iDMm91 NRONAI Ii mmlak�a�INa DRYINGIdvmm. �•m I 1 OR �• El05pNO i UK SENNUMCN TO (i 1 ft,t55—S YW. SIEF!WURCH TO GU55 I q.156 (SEE 6CFFgJL[ pN 91EET 11) (6EE SCHEDULE ON SHEET II) I ® CIA55-� ©HV WALL HEADER INSTALLATION ® HV WALL HEADER INSTA MION + KEYSTON RRsiwo cLAc I n 0 (R2 I I 1 OR ®� I I 1 YOG'SEriO DUSTING �lsFc SCtH DUu ONT4� 10 1 L'smuEd vm I Id dII aR I WE r(SFL SCHFmIL ON 6XEET 11) a/SS d�mnml ( emar.49 EST 1/4- Me.. JLE. 1/4- Ym. 19 ED V.•.-2Ov]/a ss / ^ E EO MACHINE TPU65 NEID •iJ' ! / 1i,./ CONCRETE NICHOR6 1 d18 MACHINE SCREWS u51N0 ! �' O ppNCgflE .NCHOps 1 .'a-20r1 1' SS MIOLLIMg VUSS i MACHINE • (MM SCHEOVIE ON SHEET 131 1• 1/4•-20 NUTS O 12. O.C. ) Yin. / (SEE =MINE ON NOURE➢ SHEEP 1]) ATERD SCREWS p/ 1/1•-EO 11UTS 0 12. O.C. REfE OCR uRED OD HV WALL SILL INSTALLATION (SEE EcNeM E ON oe R EOUREG OR cW e°"iocN BEET Iq OF HV WA I INSTALLATION ATION i [oufiwipN Of CiCDONS NNE PEOWi[D O HV WALL SILL INSTAI I ATION SHEET. Eat T(IrKi MUTTER L 0. . EDGE aSTFNCE INSTALLATION DETAILS W/ ( TWO SECTIONS CAN BE COYM= • 6EE W •WNS V USE TCR (6EE SPECmCATIo., ON'SNua 1]) Bi W SNFET 19 �.j� (1) HV BLADE 'AY To SUIT NM IDSTNU "M. , ,,, , F A FLORIDA BUILD WG CURE Non High Velocity Hurricane Zone •P' �:`�jCEN$F:•;E'� �� O'MI7161�• 02017 EASTERN HERE SIMPLY. INC. a G t • II LE C S S Accordion Shutter System A•••A • � • HV. HALE ®1 Wr OR i HV. WNDW BHAOE : N TILUT TESTING A ENGINEERING COMPANY °_ .I�,'••., p p_p; ,n, N.. ne„ s, p, x2, wcn, American Shutter Systems , , GEEw1mH a 01 sr: Ea Inc. 1 an 1s-aes comma ,lam, vl 71-I1t '-S�ONALEN,,nI't IO-�7Ip� 268AssWestton. t Pal WBeach, Drive a Wes( Palm Beach, R 37607 ] 7m 1 mE: m/27/n DRAWNG No •i.I/gII/✓a W TER A RUO L. PA . 17-- O7 P.E. SEAL/SIGNATURE/DATE Raw' 1 / 44157' SHEET e 9 Or 0 OF CORNER CENTE7RMATE TYPICAL HV BLADE SHUTTER ELEVATION N.T.S. *UOTES—ON HV LOCK"NO ENTERA'ATES 1. MA10ATaITY CONOOTDN el• ONE W LOCK 0 m ® SH41 BE USED AT 1/2 OF SHURER SPAN FOR ANY SPAN OR 12' ADM OR. Bg" g2 OF SHURFR SPµ FOR SPANS UP TO JOS', µO FOR MER SPA0N5 T Nry ELEVATION. IN.LOCK II$ or MAY BE USED AS µ INSIDE OR OU@DE IOCK, ATfACMEO 70 Q� OR CEHDR SHUTTER ER O ATION.20 i 1/2• LONG M7 HIM SS. LLB. LOCATION OF LOCH SHALL BE AS WO SNLYfiEq OVATION. L IF O FOR SECURITY PURPOSES, UP TO TWO W OR 0S� SW. ORLL BE AS IN Y BE UBEO ,\5 µ INSIDE OR OUTSIDE LOCK. CONNECIMN OF LOCKS TO CENTERWTES LOCATION L BE AB INDIG ON 5k& slamut ELEVATION. nxwr„L lwenU INNS QY OR AN AT STACKING POSRION (NON HURRIGVIF Pnemnu\ LLATIONS AT _.._ ... v ••• •,� .N�v ., wnnu� - �GaMGC ANY SPµ N 03 WTLOCK CORNER CENIERE WI 1/41h20 . 1/2' LONG FLAT HD SS. YS. TAD LOCKING Ross Bar Ou SHALL BE USED, (LOCATION .LOX SMALL BE AS INDICTED ON TYPICAL SHINER OVATION. MUTTER SPAN SHY. PF n �e _ ar 1/� o-20A3/4' S.S. THUMBSCREW, TO ®Oq O'�GDREIWATR SHALL BE YADE W/ 1/4'P-20A3/4' µw..c1,. LOCKUT AS SHOYM ON SECTION In. SHEET a. ONE LOCK SNAIL BE USED AT 1/2 OF SHUTTER SPµ OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, & uunyTnRycaNCmWM • - - ONE !N LOCI(®or ®or ®SNN.L BE TO 9 '. 1/2 OF INURER BPµ FOR l" S.A. OR TY ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO eB'. AND FOR INSTALLATIONS AT µY OVATION. 11V LOCK ®m ®m ® WY fiE UBm AB AN MOE OR ONSIDE LOCK, ArTACHEB TO @: m ® SYYYflRICAL CENIERWTES W/ (2) 1/4'-20 A 1/2' LONG FLAT HEAD SS. N.S. LOCATION OF LOCK SNALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM 5 COMPLETELY MANDATORY. *NOTES ON HV "T' O KS Aun rrNTra MATES, 1. ONE /LT11, 11 HV T LOCK MAY BE R15GLLED IN UEU OF NV IOGK$ OR TOR ANY SPµ µ0 I STNLARf1jI AT AN( EIEVANON, ALT NATE LOCK Y BE USED AS µINSIDE 0 AOE TACK ATTACHMENT OF TACK QQ INCLUDES USING REINFOflCING AS SHOWN ON SECTION M. SHEEF B, WHICH Mg "HOW OR w/ IC /4-#-ZNI, I MS WIO/A 1/4Y� S% 1 IavNur 5.�1 �RFAOmAB BOLT i/ui�ui oa i7• MAKIMW ABOVE AND BELOW YIDSPµ. USE OF• TWO IOCNa1C Ross AND BOTOM IS MANCINI • 1' : ONE ALTERNuE ND LOCK® MAYDE Ualc IN LRU 0I' HY L00f5 M 1O1 ANY SPAN /NO e6TAWTI0NS AT OF No QANY BUNATIpL NIFRNME ND U,, ®MAY BE USED AS AN INSIDE OR OUIMG U� RITN ORCa.IENf INSLEf AS IDIOM ON SEC IONS IMS' µDTO �Do-MC, SHEET 10. LOCK MAY BE ASIA , AT NIOSPµ OR 12' MAKIMNLI eaoN OR ABOVE WOSPµ. USE Or LOCKING ROD, 0IS COMPLETELY OPIICHAL ••/' WW17 MIEGa, IN IL ECOtNa. Ar' TIWr TESTING & ENGINEERING COMPANY : �• 1115 — b4 LU VRW fMtm4 aO1M y' \\\\ y�L1 1Tax : (]OSp11-15m]0 , I.: bO31er-m1 1 MCI A.SNS.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm BeI FL 33407 MADE B1 W/ OR AWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 10 HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SNORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL. 0.188'0 AISI 302 SERIES S.S. RNETS ® HV 1 3/4' ACCORDION PIN W/ /8 HEAD s ® HV 2 3/4' ACCORDION PIN W/ IS HEAD ie © POLYCARBONATE IMPACT RESISTANT HV WINDOW t (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR HV ® BLADE. WICAL SHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO oasRe' BLADE WHEN CORRESPONDING TO INSTALLATION "H", SHEET 7, 0 • (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. '011A SHEET EXTERIOR ) i OOR 9 li @OR(9 I' i ® ' EXTERIOR 7NY Pal ®DRAT OR OUDCS KRUGNN. (SEE NON a FOR REQUIREMENTS) RTSS �l�YyYEMB LAYOUT aYal) n1EtQ MC. 1 TIWT TESTING A ENGINEERING COMPANY oilse KM n A 9a eW LtRW Wipe. name Se Rww r (TDe)5]hleb . Fm : (30ee)dA-6L e-mel: ® e0:m6719 peam ena 11011 .E A tlLf L. P RORQA ac / N167 1�— pys kOlt .167s1045. , iEE NOTE "F" ON SHEET 19), POLYCARBONATE SOURCES FOR nsfit e1W116 Inleae ea,pyp moo ¢ Rplf 0 m i �. m e Emsea errrnK cum own one eoee el++' aDo MA.' awox rma ammm aaK am Nu cam au 1LOWti1Wa11rM rOa ASIY ono min ianoM I11W Ml rlama. smun ureea un one axvD w v>am w rmoen ® •aK we. 1e nr/ n rt� viDa� own owe os e w K,W xex or amn4 •aN mu w aowa 0-1 as sal omen, owsa Dion 100 Y om Y Menosa own Dies TQIMx saaanl K1ol.xen rsn ou Rm au aero Du mar suss max eunam own en ewe D.i eem su A.SAmA. American Shutter Systems Association, Inc. 4268 Westmads Drive West Palm Beach, FL 33407 Accordion Shutter System KV. RAM B1 W/ OR W/0 KV. INDOW RARE 1 No mart euv.Tnx © LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE IQONLY 9063-76 ALLOY AND TEMPER 3O ND aO OVA 6053 FOR USE AND TEMPER BLADE 1 @ A fi06]-T6 ALLOY ANO ICUP[R 'Jill rP �OUPIIFIEO FOR USE W/ /IY BLADE 1 ONLY 6063-T6 ALLOY AND TCYPCR 6063-T6 AL T1AY65p(wD,Y�} i4[ mAy� ( ® LOCKING ROD/, QUALIFIED FOR USE W/ NV BLADE(j) TY6 6063-76 ALLAY AND TEMPER ®HV 3�8"0-16 A( QUALIFIED FOR USE W/ W BLADE I & 606]-T6 ALLAY p 1EYPER 21/Y 1/K'A 0-20 AISI 304 SERIES R S. T}{ MB REWS OUAUFIEO FOR USE YE/ r BLADE 1Q 1,L111PP�'lC; r�/l✓ a omo mum we � a :1 i�co t : * TIWT TESTING 3 ENGINEERING COMPANY STAOF 63a "" Mm a M. vs.lsscrA 6YdOR. wm. v •.. � : P6w : Ib31B)1-Tye . F... ry.u.•_• . i HV EGRESS LOCK QUAUFIGO FOR USE W/ WBLADE tQ@ ONLY. a6D' MER RNATDK BEFORE RM1c11xG 1/a"R-20 RW_ NITS ; -T] AM" W i TIM, !]Q IS WMPKNRED By M6 u", r¢M ,IUscr PTW on error. FO@ USE W/ w )E f ONLY. (R HD LOCK BY REGENT N4ZMARE MONIISE LOCKS S ,, 033 NOpK MY LOLL OUAUFIEO FOR USE W/ W BLADE D& @A A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL —, wmlr FASTLRN METH. wMy. INc. T n Accordion Shutter System NV EM 01 W/ OR W/0 RV. WHM El �4"IDN1 5 wuwN eM le 1 mD Is-063 )/�)/1 DRAWING ND 17-107 1DHV SOUD R AD COVERED UNDER US PATENT ® 5458179 OF USE OF BLADE.6I ON SHEET 19 ©HV ADJ. FLOOR TRA,P,iK OUALIFlEO FOR USE W/ HV BLADE Cl) 83-76 ALLOY AND ][MIER q r063' �• B]0 1.680' 11 HVCIIN HADR 0 ED FOR USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER IOl %MHY 4Nl 1a6] SIDE ANGLES JFlED FOR USE W/ W .:. e 4199, 3OHV UNIVER�AI FLOATER 0UALIDED FOR USE W/ HV BLADEQ 5005-TS ALLOT AND TEMPER HV HEAD/ER/SILL (� Ol1AUFlE 666pT6 ALLOY AND TTEYPITPONL ALUMINUM ANGLES QUALIFIED f USE W/ HV BLADE 1 ONLY. 6063-TO ALLOY AND TEMPER OOUAUFIED FOR UJSE W HV BLADE [I) 6063-T6 ALLOY NTD TEMPER . ROHV WALK —OVER TRACK OUALIFTED FOR U$E W/ HV BLADE 1 6063-16 ALLOY 0 TEMPER C011PONENT A B © ] 5• YAK ® Y 5' MAC f&192-0.192- ZV 7' M t 2' 5' M%. 891' 842 12 me Q9 HV TRENCH TRACK QUALIFIED FOR USE W/ fIV BLADE (11 ONLY_ W/ HV TEMPER USE W/ AND TEMPER 1@ HV RAINGUARD OUAUFIED FOR UgE W/ NV B ADE(1 6063-T6 ALLOY ARD TEMPER - LIP v• • .rq - M1 666 TATE 0 , f ,• _fs'••.OHIDA a' y SI ��ETee,, (`.��Ep`�'\ 11 P G'! cOe'(7ltr.Ae�w6ic/near 02017 mum, 01a. A.S.S.A. AneflCen ShMHef Systeme Association. Inc. 4268 Westroacs Drive West Polm Beach, FL 33407 03017 Fl5)ERN METAL vj PLY. Mc. BIER a TM Accordion Shutter System HV. MADE #1 W/ OR W/0 HV. VAN00N 9ME TILUT TESTING A ENGINEERING COMPANY 6b x.. %a q m. JPL ttqu Wfp1y NprtO,. yl pw. 1 (M)871-Ism. Fm: (M)en-lUl °%Pw o Wm^ ®-aso671P .MUUI 4 NUT L. Pd RascA Uv. / N161 0[SC0Pa0M NTL LMNI r LC 1 OLD 15-085 ] I M1G 07/27/17 % a DRAWNG No �l 17-1 O I eurr' 4 6 1. BERTHA N.V. MCOROD"I SHARER SYSTEM S1DWM ON THIS PRODUCT EVµWTpN MOMENT (PLED.) HAS SEEN VETtm MR OOYgUNCE IN ACCORDANCE CORN NNE TINT (TAM EpfpN) aP THE rLMOA aA DDNG CODE. THIS TACCORDION SKITTER SYSTEM $HULL NOi SE RIVALLED AT NION VEL HMRRCARE ZONES. DES" ALLWEND IDAR RHW. BE DETERMINED AS PER SECTION 1020 OF THE ABOVE UMIGNED DOGE, FOR A BASIC HAND SPEED REMIRM BY NNE JURWKOON WHERE SHUTTER WAIL BE RIVED NTH A DIPLCTIONAUIY FACTOR Ne-O.B6, USNO Ma 7-10' AND SAIL NOT ENM,, THE M,,MW (,sc) DESIGN INTESTATE RAT NGS INDICATED ON SHEETS It TKRU 1% 19 & 20. N Mass TO WNW THE ANTIC CONDITION. UUONTE DESIGN RIND LEADS DETENMED PER AGUE 7-10 SHALL Be FIRST REDUCER TO ASD. DESCN WINO LIMES BY MMLTPONC THEM W ITS N ORIENTS CONPME THESE N/ MAN. (ASD) OCDCN PRESSURE RATONCS INDICATED ON SHEETS 11 THRU 15. 19 & 20. N 01DFA TO VEOFY TINS COMPONENTS ,HAD ANCRORS ON THIS PL.D. AS TESTED. WERE NOT CV211 STRESSED. A W E INCREASE N AlLCn STRESS FOR HAND LOADS WAS EDIT MSED N TNBR ANALYSIS. HOAF£R, A WINO DM SIGH FACTOR CO-I.GO WAS 1®.EON WDNCATIW Or TAM,,, N WOOD. B �pN SHMIIER SYUn/S ADEMw M "Re" AND WAGE YRSIIE W TACT LOAD HAS SEEN VEaFlEO N ACCORDANCE 'M CEIR SECTION 1E09.1.2 M THE ABOVE NFNOOMCO ATIL DE OE AS PER -HV BADE 0 /0214.01-03. /0715.01- , /I1)D4.01-05, #1214.01-05, fW17.02-0e. /OMAI-10 AND j0210.01-I1 AS PER TAS-201, T4-202 AND TAS-TIN PROTODDL$ AND ASTM E-159G AND E-1990 STANDARDS (A059LE LEVEL D. WIND ZONES 1, 2 & 3) & /1220.01-10 AS PER TAS EDT, NOS.& 201 PROTOCOLS LARGE MISEIE. -HV WNWW BLADE 0 E0505.01-08 AS PER AVTY E-ISBS AND E-INS (MISSAL IML D. Mo ZONE, I. 2, 3) BARG PROTECTION OWY AND I, OMAI-SS A5 PER TAS TOT PROTOCOL 2. W BLADED AND W WIpON BLADE 0 ARE ECWEEEED To WORN IN UN50N M, EACH OTHER UNDER 111E CENTRAL LIMITATIONS Mo caanKHS Or USE INDICATES am SHEET to J. BERTHA H.v. ACCORDION! RATS (Try SEp AT ELATES 1NUOaE .HAD TOR DIRECT MGM CONNECTION TO TWDNS SHALL BE j14XZ.7V AND 0101.75'STRENGTH R5PECMELY. 410-Hf Y00VUY SERILS CMR1�0 APPPMGT07 RESTEEL SCREWSGISTERED 1ERED TAM MElAMERI AND 9ITITEN STANDSEEGM05 ASSOCIAM"' TENSILEI PRO MSTREACMMSTP STARK THE W CDAYE SON THEIR HEADDNCROSNU2D COAN10 SYSTEM AS YNrtY/GRIRED BY APPROVED 4. ALL ALUMNMM EXmUMONR sNAL BE "ATM ASSOCNTION ALNf AND TEMPER AS MO = ON SHEETS 2 AND 3. MNWw WED STRENGTH MR ED",G ALLOY I, W.0 W .HAD 35.7 W FOR BINS-76 ALLOY. S ALL SCREWS ro SE STNMSi STEEL 304 OR 316 A5 SAES OR COdOSION RESCTN T COATED CARBON STEEL AS PER WN =18 MR 50 W TOIL YLLD STRENGTH AND SO W MN. TE SRS STRENOIM. AND SHALL COMPLY W/ FLORIDA BAILING COM SECTION 24)IJJ.4. 0. SO.IS ro SE ASM A-TOI GALVANIZED STEEL. OR AS 304 OR 316 SERIES STARLESS ESS STEEL M, 35 W MMNDNN YIL7D Sn,,,M, 7. SEE THE raMDNNO IN ECTS FOR ANCHOR SPmRG1DN5, W MADE 0 : 12.13.1-03 AND 20 Iry BLADE D & 0 WCRDNG N UNISON: 12. 13 & Is e METAL DES BERTHA KM ACCORDION SHINIER SISTER BEARS A US: PATENT /e779.582. COMPONENTS OF 1 , APPRWAL ARE CO VM. IN "ME CR INPATE Br US. PAIER /5'458.179 ISSUED TO EANIORN C. 9. T SHALL BE TIE RESPONSIBILITY OF THE CONTRACTOR TO VERFY THE SgNN03$ Or THE SIRUCTUFE MORE SAT,, N O ro M mA�E��AfNED ro IN MRC RD,E, µCHOMCE CONTRACTOR M SFA/MWE AN. SHUnEIN COMPONENT EDGES WHCL REMMN. THRM FASTEIN COANAOU, CONTACT WAIN THE ELIEDNO TO PRfl7NR WTq/ANN OR,N , IM EACH UNIT EAST BEAR PERMANENT LABEL N A VISIBLE PLACE TOM YARRNG NOTE DNCEG PEELODS OF MUODOl1E WMM,, I,,, OWNED, TEKWE OR OTHERS, MUSH M,,RSV CASE ALL W AND HE CENTERL AND ENGAGE OR LOCK ALL NA MO 1O LOCKS. Il. EN LAC YANW7UROR CT'S LABEL SKI BELOCATED ON A READILY MSELS LOCATION AT ACCORDION SHUTTER IN ACCORDANCE M, SE,,,,,1709.0.3 OF FLORIDA MADNG WOE ONE LABEL VIAL RE PUCFD FOR EVER! [CONING. TABLING TO AMPLY MR, $EI 170.91 M THE FLORIDA ,I OWE IZ. BpNWs N.V. ACCORDON SATTER sesn"s NSTAIATIDN SMLL COMPLY WIM SPECS'NDIOAIED N THIS DRAWING PLUS ANY MAJDAG AHD TCFOO 1EMAMON, PROVIDED BY ME AURC2XCWN MERE PERMIT HS APPLIED ro. 13. (I) THE. PEA PREPARED W r e9 EONEER 6 GENERIC MO GOES NOT PROVIDE INFORMATION FOR A SIE SPECIFIC PROJECT: U. INHERE ME STE CONDITIONS DE,,E fROM TIE P.M (G) CONTMOTOR TO SE RFSPONSOAE. FOR THE SELECIO, PURCRISE N0 B6TALLATIOI ,CM,, LIFE SATIETY W HMS PRDOILT. gARM ON THIS P.E0., PRONWD NE/SHE DOES NOR DEVLATE FROM TE CONDITIONS DETAILED ON MCI DOCNEW. COSIRACIDH SAFETY AT SITE I, THE COMRADIOi'S PLSP0.49BlITY. ((N))) THIS PXIX RILL BE COHSOE ED INAD E ALTERED BE AM MEANS. ) REVIEW. Me FOR THP WNf' USESHALL OF THE PL0. ENGINEER OF R ACMIOGNASA DELEGATOR ES T CwIM TCH O ME PZM THE NGINEERRSSHMI MI MRO M T04 LAMER RMEE STE SPtt�FICNDRAWNO9FOR (e) MGMA. PLD. SHML BEAR THE DATE AID ORWLVAL REAL AND SGNARRE M RE PROFIStOU1 ENGINEER O" RECORD THAT PREPARED H. GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHUT 3 TYPICAL SNUmA ASSEMBLY w-N SHEET 4 TYPICAL WNDOW BLADE & WNDOW' MIAL AREA 21 HV BLADE n AND HV WINDOW FIT ADIF IW (WHERE APP I s8 P) II SHUTTER ELEVATION & NOTES ON LOCKS STREET 5 INSTALLATION DI A-F. CONCRETE/MOCK SHEET G INSTALLATION DEALS 0-M, CONCRETE/BLOCK SHEET 7 CCNTERMATE DETAILS M SLEET B CENTERMATE ALTERNATING DEALS W SHUT 9 END CONNECTION DUALS 1-6. CONCREE/MIACK SHEET 10 MAXIMUM SPAN TABLES SMUT It ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & SLOCK SHEET 13 ANCHOR SCIEOUIE- CONCRETE &BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 NSTALLATION DETAILS M-R, WOOD SHEET 1B INSTALLATION DETAILS S-X, WOCO SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 15 AREA 3: HV WINDOW RLAQF IJA ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 41 HV WINDOW RLeD (11) ONLY INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA i ♦. ., .....�r� t =17 ta.T= INC. 02017 EASTERN YEA SIPPLY, m AAA .......... BERTHA-HV-T. ASSA IL E C O EEEI . Accordion Shutter System : HV. BADE #) W/ At. W/0 H.V. WWE1Y BLADE ;tjL[� American Shunter Systems AIEU TIWi TESTING &ENGINEERING COMPANY c. utt5-11 G•N OwNN 0 Le _ ¢ v 4w Ne. vw M, M. sm, wlF..I (=) Iwry v: 268 WeE}IOn. Inc.t oLn t3-oGs A /3T t DATE,4m/27 n Pn,s:(ampF1-ts3l.Eav: (xalaAt_t531 4268 Westro9ds Drive 2 cfsS� E ;�INdY �6712�^^ West .Palm Beach, FL 33407 s D 17 G��] ONAI I � "Is? PF II •CCe..ZCImw1AYiIOr/nnTr F 5 1cum.-. 1/4/2018 Florida Building Code Online _ Business &•Professional Regulation r BCIS Home I Log in I user Reglstratlon I Hot Topics I Submit Surcharge I Scats & Facts I Publications I MC Staff I BCIS She Map I Links I Search Florid pga�r USER: Public Approval SCANNED Product, Approval Menu > Product or Application Search> Application list St. Lucie County Search Criteria Refine Search Code Version 2017 F 389 Application Type Product Manufacturer Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results - Aoolications FL# Tvoe Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion "Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by Me Pot and/or Me Commission If necessary. Contact Us :: 2601 Blair Stone Road. Tallahas ae FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyrroht 2007-2013 State of Florida2007-2013 State of Florida.:: Privacy Stat amen[ :: A�ShOlN5[at—men[ :: RefundSS[atsmen[ 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 mail th this entity. Instead, contact Me 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: ® O ® —®— Credit Card Safe https://floridabuilding.org/pripr app_lst.aspx 1/1