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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page I of 2 a SCIS"or" I"In User Registration - Hot Topics Submit Su,ct—le Stats&Facts Puhb[ahAnS FSC Staff SCIS Site MIP [inks Search 6usines P �na� 4u!sfot:Prpduct Approval rofessi(((jjj PuhiK User ® i i ttyo Ivrii N Irv:>a wf c n i Ir i '—LL> Application Detail a I FLK FL389-RB ° Application Type Revision Code Version 214 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 ofeeley4 easternm etal.com Authorized Signature Bili Feeley f rodnguezt(aeasternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Addr"s/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 the Walter A..Tdlit,Jr.P,E, Evaluation Report Florida Ucense PE 44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of independence Referenced Standard and year(of Standard) Standard year ASTM E-1886 2005 ASTM E-1%6 2005 ASIM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_ app_dtl,aspx'?param=w(iEVXQwtDgvYY11112vJvx5... 7/16/1201 Florida Building Code Online Page 2 of*2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05107/2015 Date Approved 0612212015 `Summary of Products FLM Model Number or Name Description 389.1 Bertha HV Act:ordion Shutter-Blade 3- Extruded aluminum Interlocking blades retained by tracks{tap anU_._...._,,,.... ! {NonAMVHZ)-Drw�15-086 bottom)rot storm protectwn -Lfmib of Use Installation Instructions i Approved for use to HVHZ;No A," Approved for use outside HVHZ:Yes Verified By:American Test tat)of South Florida fns„ ! Impact Resistant:Yes Created by Independent Third Party;Yes Design Pressure:N/A Evaluation Reports Others targe Missile Level"D".Max span is 12'-7'for 35pst positive =t,_- , " ` _ ASD load and 13'-0"for 35 pst negative ASO load the HV3 blade wlo Created by independent TTmd Party:Yes - -.window blade,S'•2"for 110 psf ASD toad for HV3 blade w/o window ttlade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working in urnsbn.Max,span for HV3 blade wfo window blade for installations into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84^ fts'+64,-64 C,See sheet 5 for others ns and ASD pressures, Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(cop and (Non HVH2)_Orwq 15.085........ _.. oottt m for storm0tectipn. f, Limits of Use Installation Instructions Approved for use In HVHZ%No i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Flonda Inc. Impact Resistant:Yes Created by Independent Third Party:Yes ( Design Pressure:N/A Evaluation Reports Other.targe missile ICvei"O"-Max,Sport is 16'-0"for 30 ps.f negateve ,., ASO load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0"for+64,-72 p,51,load for HV blade for Keystone mountings 7-0'for+75,-7S p.s.r,for metals stud mountings and 8'-0" �. for 110 ps.f.for HVi and HV1A working In unison,See sheets 7,11 and 20 respectively of Installation drawings for other spans and 2ressures. 389.3 Bertha MV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and {NOfl•HVN2)-Drw�1,5.0$4 T bottom Z for stormsroteCbon Limits ve Use Installation Instructions Approved for use in HVHZ:No i„�ti H_tS..,r.' .,F U.. x e rti� Approved for use outside HVHZ;Yes Verified By American Test Lab of South Florida Inc. t Impact Resistant Yes Created by Independent Third Party'Yes -. Design Pressure:N/A Evaluation Reports Others Large MoSS41e Max W-0-span at 30 p s t ASO load for Blade i t i=a r rz _ _, =r._ ; and 18'-0 for Blade 2 See schedules on sheet 12,25 and 28 Created by Independent Third Party,Yes i. respectively Contact Us;:f940 Horch Mon ail Street tallahs££ek Ft x2394 Phrone:850"4e a-t&a The State of Florida K an ANEW employe4 rspyyndht 2oP7-;,�tl17 Sp}te of Fi9ridh,�.:F�yrCy StaUtfiern::acKgslbdtty 5jnteme!nt;;iEefetnc}5;at n ens Under Florida law,email addresses are public records,It you do not want your a-man address released in respulne to a public-records request,do not seod eiectron,c mutt to this entity.Instead,contact the office by phone or by traditional man,if you have any questions,please contact 850.487,1395, pursuant to Section 455.275 (1),Flarids Statutes,effective October 1.2012,licensees licensed under Chapter 4SS,F,S,fust provide the Department with an emad address it thcy have one.Thr emads provided may be used for official commua cii0on with the licensee.However email addresses are public record,If you do not wish to supply a personal address, please provide the Department wnh an email address which can be made available to the public.TO determine;f you arc a licensee under Chapter 4SS,F,S_please click fig Pmducllt—A�p�prttovat Accepts: 'Is Will— a. vil\';i a.OE http://www.floridabuilding,org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5,.. 7/16/2015 CO AM vt v Y 13 0 14 A rj lit ul LU Ali J-.i T lit q OV, rep 0 0 QSF*1 1 ITO itpi. 0 5-1foil -16 5 Iz f I, i-� *1 "1 606 "ug P� A%19 o 19 6065- 0 910 CNA SIAC PEe VOR 'C'Ap"A Of VSF- 00 XIN016ABY ('00-16 SA P.Olf Of- volt �01 USE Wl Wv 065 a""IoA GSC, �xf b tot's OL 60 Iq 070 GAW is As Ta� NCCO cFt �97 kos* to:�ttef 40% 0011,111 W "OO IILLIT 00 ugE � 'o .......... �9Exacoo 'OR #W6 CAM 45, 019, 1-M CAW` lwo A, too$ WAX 4 VRAn CtN" HV EGRESS LOCK I HV oNty Mt ELOA71HG Cpmw&u $063-T6 ALLOY AND TVM-fft OUAAED FOR USE w/ NV BLADE t AcQA)ONI YQWUFl MAURED FOR USE W1 HY 6053-T6 ALLOY AND TEMPER BLADE BLADE(D ON- PUrIkED USE W/HV BLADE 1 ONLY •0D. tlUr3-T6 ALLOI AM TEMPER PLAM HEAD 40.5* SCREW -Rw.AFTER RIVEn"a BEFORE RNEW 1/4*jf-20 x 3/4' S.5 THUMBSCREW 1/4"0-20 RWNUT* --7-�b %I— I *SD=9t ALWAN(2w-Ts A"M UAW rumor Tom 4 $AM MfWa,l4W#OM AS WkOFACn0M W A.Ca mn%ppow ww jam-07CS4 on rOAC, PLAN mon aw-Im • EWI 1ERNATIA LOCK NY MALE -T" 606$-76 ALLOY'AND IFMPER OU FIE LOCKER FOR "T* LOC CENTERMATE OUALIFIED FOR USE W/HV BLADEMONLY BY FEMALE !r LOCK CENTERM 018 0 (�USE W( Mv WAURED FOR USE W/HV SLADEC14ONLY OUALWED FOR USE W/HV SLADEtnONLY SLADE C1 OHM to Af3EI ONLY. 6063-76 A,�LOY AND TEMPER 6063-T6 ALLOY AND ICMP10 T D. ICIL" " -1. 1-- --- I -ThUmerURN "OR KEY CYLINDER OW.- 4t VV V- WZ NO L HD CE ERMAILW4 ' Lit HD CENTERMATE .90102 RO 4 OUALIFIED FDR USE W1 W 5LADFC1)&UA E(I)&r_,,q 063-6 ALLOY AND TEMPER 6363-76 ALLOY AND TEMPER HD CENTERMATE's IMRT YARCS Ir MON, OUALIFIED FOR USE W/ HV BLADE Q)&?1 6063-16 AILOY 0 TEMPER '*L-NM ACrIA TWAMr4RM Ll AU OR M ki 5. CYUNVER LOCK114G ROD • HD LOCK ouALHEo FOR USE W/ HV BLADE C1 6063-T6 ALLOY AND TEMPER 6�6,, HV 3/2*0-16 AC ZO A151 304 6Y RU�W HARDWARE MOMSE LOCKS SERIES 23M NOOK OOI.T LOCK, WILL REWIRE ARI/T6' HOLE VEPJES S.S. TI J, ouAunED FOR USE W1 HV BtADEkT& �A U.En AT qW BLADE FLORDA BULDING Q( Non Nigti Velocity Hurricane Zone', KS FOR PROPER EMBEDMENT QUALIFIED F. BLADE 1@ OUAUFTEO FOR USE w/KV SLADE 0 2015 EASTERN METAL SUPPLY,*r- BERTHA HVTM Accordion Shutter System KV f!. E -co A!ic A.S.S.A. RAX#1 W/OR W10 KV.WNDON aADE American Shunter Systems L:f A — t! TOLUT TESTING III ENGINEERING COWPANY 11 DRAWN W. MIL ""TV ens«» aeon$1.%AA,3C&lfww CAROM ftoft�Ulu Association. MD. Pl-! I.i 4268 Westroac's Drive 2 DRAWING No .-A.-4-.Qv4- 'Nest Palm Beach, F-L 33407 V1 15-085 tet isaillf %It ".ER A TRIff PXI ,OAV.Lk,#-67 S SIC, URE DATE 3 OF 20 7 SHUTTER ASSEM LY�'SC�EDULE FOR �H HV n HV 12'wN. �P 'o 41 I i TO TI T © HV BLADE i ,,- .1673-1.,1. riN 7n7ooM Butt .062'i � .0673 .36.15' NV BLADE 1A 1 .1575' ....�. n � ) • , .0625'" '�' HV LONG RECESSED NYLON BUSHING .1 ® Hy SHORT RECESSED NYLON BUSHING a f g pit. FLAT FIV NYLON HAT WA5HER Q OR N N I I FLAT PORTION n © HV WHEEL CARRIAGE NST 302-303 SERIES / I I. .`-1`14_,-� '�' '-1 /�l�•�.zso' X 0.870-K3 16- THICK NYLON WHEEL. CH' I i...� r � / `� z TJ6•eaa Hy rrlNuow 0.188.0 NSI 302 SERIES S.S. R1TS Ace ' .asz5•� •s. 37 , 3625 NV 1 3/4"ACCORDION PIN w/ `a HEAD * EXTERIOR 4.J: oazx+cs ON s 7TH. '�'Y '-- 1 i 1-J ----DI y _ ® IN 2 3/4-ACCOROIDN PEN w/ /8 HEAD / t• L.tf4 C 1 1 s `l , „LEA, POLYCARBONATE IMPACT RESISTANT HV WINDOW i I r+Efl7 TYPICAL HV WINDOW BLADE AND POLYCARBONATE HV WINDOW DETAIL a !I(WQOR0 orICTEpUIRC1tEFOR A) ©OR €*� BAYER MAKROLON 3103 POLYCARBONATE 12 � Q E RE5W5, tN-5?ABIUZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN * !ADE KNUCKLE FORxE (SEE NOTE "F' ON SHEET 19). Ooa j L (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1� OR w "+; EXTERbR POLYCARBONATE SOURCES FOR HV(9 BLACE. j;ICAL SHUTTER ASSEMBLY S"", °f T (2) ITV PIN E)MAY BE USED IN LIEU OF 0 AND ONLY AT EXTERIOR BOTTOM KNUCKLES Or' HV ACCORDION SYSTEM W/ HV� OD.324-i PLACE'S KNOCKLE.4 JWPIN@ nefreL (SEE NOTE•i0R y¢YK owm µ4r Dn! OM3 qn,' RW 6/✓ BLADE WHIN CORRESPONDING TO INSTALLATION "IT". St-IM ?. `s REOUIREVENTS) 7G7t9j n:o 4tNIFM as1Y a[]' 9,+CC Pa:. C?OD Psi I' nrz,.x si.n+:A+•/TFID µ41Y 0?Y6 tz6w psi /3,a1D P,ei. (3) HV PIN 0 OR @ W/ 1/2' O.D. 1/16- THICK S.S. WASHER O c�f _. NOCCIK waaas u^Y Y*co waw w .7..1..1.13 SHALL BE USED FOR DIRECT MOU!T ENSTAI IATION PER DETAIL X. V I T SHEET � 10M.0 10 44fM I=` 16"—f. n rt-eh. EEL CARRIAGE DETAIL s a Y`Wso n:: 641 s— ASSEYBLY LAYOUT +RE r su..ro x7RL asn a-+mw c-,nwu A7:S N1f nPro, qM 10 low r •a/r \� _ 1lYWL'S1AOC'A.VILA M^Y 616 W@µi OMC P.s.i. C/�'-�/1 HV BLADE SOLI _� HV WINDOW 13LADE DETAILS F10RIDA BUMNIG CO)[(Non Nigh Velocity Hurricane Zone :012A9 A,j 1/1j/Jj�� C 2015 EASTERN METAL SA°PLY.INC. P�.V,ICEN/CCij _ BERTHA HVTU TL E C o TMc. A.S■S■A■ Accordion Shutter System KV.9.10E/1 W/OR W/O KV.WWOW MACE i1 American Shutter Systema WV.Oft x30WITO« HATE DPAW BY , TILUT TESTING a ENGINEERING COMPANY • +Wa'� OFY.•,JNn.X.Ar.am.vFaw Wmtet�fLLY¢+t U! Ae1CC10♦{OnP Inc. , C.A'•.1-T 92 i/13/15 D/.'E: 4;'13/15 p•. 4268 Westroads Drive s I {3057571:5o . d. (305j67f-7531 DRAWING No 'tl,�,: ea.«oaea.�r.,, west Palm Beach, FL 33407 � fA-OdMJ19 QN,A'!,'EAG,�•�' wLTEx A a�.�r 15-0$5 P.E��/961I 1810N`%&E/LATE RO1°'L tic.(44161 s SHEET 6 4 OF 20 � �14,��trtuyr m wog .JC'St` •�,'� �il .*'/' l Vol OD fla ysaN cci s a` G s •uM}° o�yrUN � ntiS tsa s pz �tts x ulol�``' ier sst� S 3 � • � ZBt.-tt oN oN�` gtlittt �ou/'*'.Xt°�•n'N Q�i�� � � .,. rttttl� "'4O�M y/M �� "Ov •�"� �111�•��tt�+uQtp� r,�w�.Zt� k�-�� �• �gJ+n(8�'�� �,� --� �uv' s �S la1�Ct � go u8 yariS�yQ eta N+ " �`f i.�9 st` •0�' �J "c�a °s ry4 µy345 s`a •TNdSL� l+o � r eta tt t uA �etlµ` i»a Nao aua'�4n A y��n3 sow Oyu yx� vc `B � ,04 ✓ r iI\ a ' �� at4 MgUeo je 4Y (4 FSa, Hi`0,31 34V1Q44� nra•--�ot-����!y fY}OM QtN }Y}t¢Y,. i X k 3sn.s N.5�t'to s}y,VM�"" 1 ,rttL t 34V`N tvs+ + 4v4 I ill vow- N yk y��•Mgf333 wn NtM g x N � ` � y A �qg 4•lOB'�eyµ tN evyy Ni ~ dOr4YI R J, Z g �,s ao x 'µt io wow i aI M ea�v J ,'03as yarn � 1 sv scK+K� 7.eo 3'° tj,(t) yo fl�xt� Kip+•` eua"s' a.!t �t y ,taxab Ott otyyt µ0 UO'37�•"8'�' , 'stow"'. -s t/� # !" 9 off`3e x!t $> rovu s 44<+ T4Wi y 55 yp ,t,rds RX 3 .t„Hs wzo� O%9 e�Ft 34 wt5 t ' t� ' 'Was + 4v a s:s 39Ui�', xyas x�i 1s�vv 3e or,s�Mm a�s"p tin�` Lva°0"�; 30 10 Y *Ntv �Nxx�ny��4'3Ls45 d34,ry5rt_.,x7 �J % m 30 5 - l XS3 rrrt4 ( o '£o 1 r'p �.Y/d • !\\j jo 60 a v Koh n ko1+' YO* ±t`t1�03� 436 �kctK AA p13� t 3 vt�kiao3�t yx+ tyv"`tt)fv vwts'._Ao rnt sty ' � �' a x oz`a.•1 r»0 •t v jo Ng47 00 YP &4Yi't� 136 p t vrt* Sq az } oaand s sw go rt,3eao si VwrooS�303 �K34L W6 -do r--CONCRETE ANCHORS POLRED CONCRETE POURM OR CONCRETE BLOCK (SEE SCKUkXf ON REOLV" ?/4-0-70.3/4-SS, POU CONCREM SHEET 13) CONCOXTE 94CHIM �'k�WE SCREWS RE RIXARRED f-7 - --20 CIA D f I (SEE SCKEDULE ON 1/1/4 CONCRETE ANCHORS (SM.0� 0"swv RKEr 13) 12*O.C. 1. ul�- (SEE SC*iMULE ON SHEET 13) `CRETE F17 41S'1E SC= T I _C4) tC fe, MACHINE sck� Vr1NC 1/4'-20 tw*.S F, 1z,Me. 2* E.6'. 1,250*hf�. OR 5 @ a.. '250 • LOPTIONAL I LZ 0 UIN.SWARA"ON TO�CM__ L C1 OR LASS SEE SCHTME CH 511 GLASS WIN,SEPARAnOP4 TO GLASS It ISCHEDULESOE SCHEDULE ON SWEET 11) OCO HV WALL HEADER INSTALLATION HY WALL HEADER INSTALLATION + KEYSTONE ; , - — Ulm,SEPARATION To GLASS papa _wwpx� ."-.Cl"OR g* OUSTINC_ �__(SEE SCHEDLKE ON SHM 11) CLASS - WIN.SEPARAnON W MASS(SU SQVXXE oN sNaT I Ir xR SAW I)Ac- Last" CPMkAL CLAW— L-E Ea I OVUOqA& —0�3 6.5) C D,' /2* T /X7 PMLLIP$ WAI (SEE SC mc4m muss -- P111LUPS I UAC4NE SCREWS USING KEAO WCPUW SCREWS z '-CaN,�ANCHORS 0-108 114,20 OAS 0 12'C C (SEE SCHEEDULL ON W/ 1/4--n NIJTS 0 12-O.C. J nouRta SAM 13) POLOM CONCRETE J (SEE SD"tU ON SHEET 13) -U., OR CONCREtERM OR CONCRETE it="C$WTE ANCHORS REOLARM (SEE spcwx ON kLMMw S.W 14) OR CONCRETE BLOCK"'L HY WALL SILL (NSTALLATIQN pC WALL REOkMRED ,1� KV WALL SILL INSTALLATION holy fop CW1111,61M Or SPLIRYAS, INSTALLATION DETAILS W1 I-SU SHEET 4 TOR TYPICAL SHUTTER CISTANCE 0 SEE 1A ASSEMBLY J) HV BLADE ITIKWS OF LAX FOR AMNIP4 SECTIONS CAN BE COMIDW (M spom-wArONS ON s4m is) RACE QA ON SHEET 19 RI ANY WA*(TO SUR ART INSIALLATION, I I I RJD%%BUWING CODE Nan Nigh Velocity Hurricane Zone =5 EASTERN METAL SkMr,INC' BERTHA HVTV Accordion Shutter System q�O KV.RAX 01 W/CR W10 RV.WIMN R.ADE A.S.S.A. American Shutter Systems Nev.w TIUIT TESTING & INEEG COMPANY TE OF ENIGRINAssociation. Inc I OLD 11-192- 3M WrtM.GMvM IUMA 4268 Westroods Drive _2 DRAWING No West Palm Beach. FL 334 3 .......�..'o\"0 4 15-085 10NAQ kO WA&TaF"A_0rM4U,T,v., mmm u,0"w 5 SHEFT P.E. 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SCHEDULE /1 SCHEDULE !2 MAXIMUM SHUTTER SPAN 'L+'OR 'L-' wAmuM SHUTTER SPAN* "L+' IMUM_ SHUTTER SPAN*'L+* — (ft.). FOR INSTALLATIONS W/ OR 'L-" (ft.) FOR R "L- (ft.) INSTALLATIONS _.. ® &0 or or INSTALLATIONS W/ CONCRETE & WOOG (i)Li:LuuclMVN Att.OW48lE SPAN FOR A GMEti W/ ONE H.V.LOCK M Or Or a W/ONE HV LOCKS MANSORY POSITME A.S.D.DESIGN PRESSURE RATING, HO LOCK W/ NO LOCKING RODS or ONE HV LOCK or or .•.--...'— L-:MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CELO�M4n (T£S NO ®W/ONES W/ NO R 0R Wj NO LOCKING WALL A, B.C.D. E. M. N. 0. P. O. A5.D.DESK H PRESSURE RATING. LOCK b+W/TWO LOCKING RODS TOP & (SEE NOTES t.tt) 0051 FOR WMINTING® MOUNTING F, K&L R. S. &V_ (2)F'f10CEDtJItE TO DETERMINE MAt(IMVM SPAN FOR 901TOM SEE NOTES SHEET 7) FLOOR/CEI INC C. H. 1,11.J T, U. W& X 'WALL MOUNTINGS(I0P/9OTTOM)OR FLOOR/CLIUNG: OOHORLTE*WOW OWK)Anon 0 CONCRETE A W OI) CONCRETE MOUNTING & M uwa6M GIVEN A POSrM A.S.D.GESTIN PRESSURE RATING, RNSIALlATIONS A� WNL MOUNTING NL00R/NTIX3MG wmmu 7W1 NOunt'Mc Fj"/cmm vounn6 DETERMINE WJt9NY'SPAN 1.4'FROM SCRE'DULE. twRa MSC A4lMC tOa GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE HATING. ROORlCfiJMG NOUAN1910 I.by FE 4IOlN1ReG DETERMINE MAXIMUM SPAN `L--FROM SCHEDULE. z N L- L. 9 L• OD :-PI 14A%il 1NA SHUTTER SPAN t+ OR L-'FOR 30 OR Ib'-0" 76'-0" 16"-0" 16-0' _ 30_ i6,e0� t6-0' 30 76'-0• Se'_0• INST�T10NS INTO WOOD%W.L BE LMOfED TO— FINAL MAXIMUM NiOwAFNt.E SPAN IS F,OUN.TO THE ..75'-2• 16'-0• 35 .._t4'-10' ,a'-10• 35 15'-2' 76'-1T 105 paN.ASD,DESIGN PRESSURE RATIN:. "IM3WJA.DETERMINED SPAN BETWEEN 'L+'AND Z 40 13'-,0' 13'-10' if'-2' 15'-2' 40 13'-10` ILII-10' f0 14'-2' I5'_2' (7)PROCEDURE TO OETTRAWNNE MAXIMUM SPAN FOR ,4_ COMBINATIONS R BETWEEN WALL MOU NTINCS 45 13•-1' IS-t• 13•-4' 14'-3' 45 13'-1, 131-1.7__.__ 45 i3'-4' ]' INV CORNER CENTTAMAIE/3 MAY BE USED AT ALL 50 12•-5' tY-5• 12 5 _73'-7' 50 12'-5' 12•-5' 50.. ___!2'-3* 13'-1` MOUNII4G INSTAUATIONS.LOCKING SPECWIC'ATIONS Wr NLOOR/CEAMC MOSANTINCS 55 i I 12'-tt' 55 ,1•-10' it'-10_ 55 IV-1.*. SHALL BE AS INDICATED ON NAN(SATORY CONDITION 12 X7INGARIEN I'D5TIlvE AS.D.DESIGN PRESSURE 11•-4• 11'-4" 60 10'-2' 10'-11• NOTE 15.SHEET 65 /0'-10` IG-10" 1r-1' 1!'-1T' 65 10'-/0' 70•-10' _ +,.MAX,X, b3 9'-5' 10'-1' DESERM Lf SPAN FOR WALL,MOUNTING INSTAJ.AtgNs. 70 101-6• t 10'-9' 1T'-3' 74 70'-6' tb"-6' 70 6'-9' 9-4' .......®..._ b-6` -. �._... -...._.._-_ ._._.._ _ t2+- MAX, SPAN FOR A_DOH/CEIONO MOUNTING 75 t0'-7` 10'-1' 70'-4" ti'-i• 75 ,O'-7• 10'-1' 75 b'-9 t"tEXCEPT THAT WXIMA WJTTER SPAN"L+'OR INSIAUAIWN$, 80 V-10' 9'-f 0` to'-0' 10'-9' &N 9_-f0' 4'-!0' -LAND MAxmw A.S.D.orsw PRESSURE RATIO FOR FOR A OVEN NVGATNE A.S.D.OFSIGN PRESSURE ._..__85 9'-6' 9'-6• 9'-9' 10-5' 85 -9'-6—- 7-6' 94.5V"ATIONS INTO CONCRETE OR OYAlWTTE BLOCK RATING: 90 A_ 9'-3' 9'-3' 9-5' 10-i'.,, ._..9D 9'-13 _ 9'-3' 994.E N LIMITED ASO KEYS: DETERMINE.. _ 95 _9^-0' 6'-9' 9'-<" 0'-10' 95 -9'-O' 9'-0 '- CONNECTIONS TO KEYSTONE MOUNTING Lt_�MAX, SPAN Tl WALL MOUNTING►rSTAIAA,ryGM15, U 1 700 e'-9' B'-a' MRED TO +94,-72 P.s.f. AND 8'-0- SPAN, SEE L2 MAX. SPAN FOR FLOOR/CEILING NOUNTNG 00 e'-q' e'-4` q'-0' 9'-to _. ___...... .._._.. MOUNTING OON SHEET 7, BNSTALLATIDMS. 105 H'-7' 7-11" 6'-9' 9'-4' 105 W-7' 6'-7' 9'-2' 110 8'-4' 7•-7'' FINAL W04N MAXIMUM N1ll+'. SPAN 6 EOAN TO THE ------ _- � MNMUM 8E'M'f:TN l,4`.12 t'.Z,-`AND 3-• -7- SEPARATION TO GLASS SCHEDULE t 2G B'-W 6-;1' 6'-2" 6•-9" 120 6-O 6'-i i' �.__ _ _. _ ._ AL OO TO ANCHOR D NE AT WITH&S f11DE ANXMtDM 125 T-10' 6'-•B' b'-C' ti-5" 125 7'-NO' 6'-6' ALLOWA[RL SPAN AND NEC.47[VE a5.6 DESIGN ___ ..�.�..-._. r ��.�- _i30 7'-e• a:s'_. ..?.. ,e 6'-1'.. 130 7•e.._..._6'. MINIMUM PRE59}RE FATMKi TO DETERMINE MAXi1UN ANCHOR 135 r-7'....___a•-i'. 7 s' 7-s' 13$ i 7 6' r WIND ZONE svAGRNc. 14o_t �'-s` 5' 1-. ..7? 7_:6•..._ 140 7 5 s-,r ASTM E-1996 SEPARATION 145 7'-3• S'-9' 7'-S' 7•-3' 145 _7"-3' _..5•-9'.. TO GLASS 7'-4' T-0` 150 T"-Z" 5'-T _ 155 7-0• 5'-5' 7-2' 6'-9' 155 _ T•»O• s'-3' i THRU 3 1 n 160 6•-11• 5•-2' T-9'v 6•-7" 160 6'-u' S'-2" -1706'-9' a'-1t` V-11' 6'-2" 170 V-9' 175 6'-:' a-9' C 9. _6'-0' 175 6 T .-g..... E..6 -5'_1D- -.,80 6-6= 4•_6• ) HV BLADE 185_ 6'-5- a,_6. L !90 6'-4• 4'-Y-Y C=6' S'-V 190 _ _ 6_a• f•_5• 195 6'-3• 4'-3' 6,-S-_ -5• 195_ 200 6'-2` 4'-2' 6•-a' S"-3' 200 6'-2" 4'-2, p��� pI�Ny�tr� r�NMy� 205 6'-1" 4'-t" 6•-: 5•-1` 205 6'-t" 4-t' 1LVlW.91 DUITLIN N"WL(Non High Ve10C11y NurficunB Zone 11ApM1U1111NNNNpNA C 2C75 EASTERN METAL SUPPLY.INC. +amp.A-TALC/T'yF SEWTM Q> - E C O INC. A,�s. ,A. Accordion Shutter System T RV.$ADE ft W/OR W/0 KV. WhDUN 9.ADE a = American Shutter Systems Irna.,oK DATE ORAm NUQy. c. TIWT TESTING & ENGINEERING COMPANY .k ;'k S x315 Hr.30. Sl,54,..76T.N,yy,GWRMa.nolml 331" Assoe�tiOn, Inc. , DID 11-,92 a/13/7s OaIT: 4/t3/is Q!^ pl—:{30 0,14-1530.P. 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