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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 t pQ 9C1S tbmt :Log to User Registration _ Not TOP s Su6n»t SertharW Stats&Facts ivht+tahanS FOC Staff OFFS Site MOP Links Search ( rolea3it"nVal f Praduct icUse,Approval 1111904:PublicUxr (_': U:iaticin r vrorfecr or n,t,hration 5r-arch>ALuL,.,,i:S.td1�Appikation Detail i+lili�l FL iM Ft389^R8 Application Type Revision Code Version ?014 Application Status Approved Comments Archived Product Manufacturer Amer lwn Shutter Systems Association,2nC, Address/Phone/Email 4268 Westroads Drive West Patin Heath,FL 33407 (562)209.6263 ofeeley4,easternmetal.Com Authorized Signature Hill Feeley frodriguez@easternmetal.com Technical Representative Addtess/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Supcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licentied Florida Professional Engineer It Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A. TMit.)r-P.E. Evaluation Report Florida Lieense P£-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 1 2/3 11201 7 Validated By )Phil W.Knezevidi,PE validation Checklist-Hardcopy Received Certificate of independence t Referenced Standard and Year(of Standard) Standard X.s;ff ASTM E-1$66 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 202,202,203 1594 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 2 Option D http://www.floridabuilding.org/pr/pr_app_dtl,aspx?paranl=w(iEVXQwtDgvYYl1H2vJvx5... 7/16/20 15 Florida Building Code Online Page '-) of 2 Rate Submitted 04/29/2015 Date Validated 04129/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 !Summary of Products i FL k Modsl Number or Name�+ Description 389.1 Bertha NAccordion Shutter-Blade 3- Ex£ruded aluminum interlocking blades retained by tracks(top and tha HH2V .Drwa 35=086 bottom)for storm protection ! Limits of Use Installation Instructions I Approved for use in HVHZ:No i Approved for use outside HVHZ:Yes verified By;American Test Lab Of South Florida Inc, i Impact Resistant:Yes Created by independent Third Patty Yes Design Pressure.N/A Evaluation Reports other:Large Missile Level-D-,Max span is 12'-7'for 35 psf positive L. ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes �. window blader,5'•2-for 110 PSI ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6'for 55 pst HV3 blade w/window blade working t in unison.Ma%,Span for HV3 blade w)o window blade for installations into Metal Stud wails is 79'for max.ASD pressure rating of+72,-72 and 84^ fix+64.'64 f.See sheet 5 for others ns and ASD RrOSsureS. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(tap and Non-HVHZ)-Drwrr iS-085 bottom for 810rm rotection Limits of Use Installation Instructions Approved for use in HVHZ:Na Approved for use outside HVHZ:Yes Verified 0y:American Test tab Of South Florida Inc. s Impact Resistant:Yes Created by Independent Third Party:Yes h Design Pressure:N/A Evaluation Reports i Other:Large missile level-O-.Max.Span Is 16'-0-for 30 p.s.t negativei! ASO bad depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0'for+64,-72 p.s.f.load for HV blade for keystone mountings 7'-0'rot+75,-75 p.s.f,for metals stud mountings and 8'-0' for 110 p,s.0 for HVI and HV IA working in unison.See sheets 7,11 and 1, j 20 resp!Stivety of installation drawings for other spans aMI pressures. l: 389.3 0erUla HV AUordion Shutter-CDMeO- Extruded aluminum interlocking blades reiained by tracks(top and Non•HVHZ=Orw IS•084 bottom)for storm protection Limits of Use ._... Installation Instructions Approved for use in HVHZ:No Approved for use outside MVHZI Yes Verified By American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party-Yes Design pressure:N/A Evaluation Reports i other.Large missile.Max.16'-0'span at 30 p.s.f ASD toad for Blade I 11..'513 i I 4 A IN,- l 1 r t.K and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party Yes respectively Contact Us:: #worth MUnrae 5trtrt tali$ ace ft 323h9 Pnarx:85on87-18?A Tire State df florlda Kan AA/EEO employer. 4DY .ht QiLC;,�.. !aySl=4L.F_!32ffla,r: Privacy Slatcment¢:AEresstbNty Statement:;nils r Stateurent Under Florida law,email addresses are public records.It you do not want your e-mail address released m response to a public-records request,do not send electronic mad to nta ilds entity.instead,coct the office try Wrone or by traddlonai mail.It You have any questions,Please Contact$50,487.1.395.'Pursuant to Section 455,275 (1),Florida Statutes,effective October 1,2012,licensees licenced under Chapter 455,VS.must provide the oaparunent with an email address if they have one.The emaac provided may be used for official communication with the licensee.However email addresses art public record,It you do not wish to supply a personal address, Pam 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 DIM. Product Approval Accepts: IBJ http://www.tloridabuilding.org/pr/pr__app_ dtl.aspx?param=wGEVXQwtDgvYY1-1H2vJvx5... 7/16/2015 ° x � % $ it I VIP Ih Vs ION 3 n kvA siW a1 1 C tfi cr SOS,-,, folk 'OSOAO�'7 040 TWO, t3 5. '16 65A19 it 09 oz�wll�vlmll_ll &X 0o" Of wo Ow", .SEV py -16 0,013 Ato pb per 6 Ir 11 -16 'og fo liOlf." 'j5'_ v. 0"05 Stem 44 60'5'1 35. 27 5 0 S 1-- 0 shlOw 'Micon 600, 'y;L*i' Woo Aa 0" �ACP N "0 J� w 0 %114 *0 1 '01 scecb* Goo JiLUTj PaVirl "IA s F "Owlr'X11- co g X- 71" s. 10 C!tVIED FOP Ik. (D&0 k '0. DID- 4 QV ONLY WE"r� ROW— E VI/ ,vftft fOR M, Cowl- 16 AND AL" bR VN F -1 Vill, Aw fp-n VOR ASO 6063-16 L vir -21C Om OV, v Orxs SOW- 'Lone Ou'po USE ;j" )& C) , one 'n, lt%APCR RE WYM% / V 0 -(, 65,$_16 AL of �CR USE VelOc OSE l/DVIWE-6`E"FD TM ALLO*f"I". V S�stem ""Es, tLe ry shu WVWM SPM _-­;ic-44ir� 37 folk OSE kccotd!O' I/o iuw. C)UAW— NNN/�1, Ott WN:9.0#1_. A 01 n W E sl'u"Or Sys" 7— USE Q Ion. Alto VVOLE . .......... Ec - f 0 isle 71AF� W 'WL�RE FL 3�1 cr 'ESPOG t,30. -ar I essak"oW Ittow,111010%uIZE/op",- SHUTTER ASSEMEY SCHEDULE FOR I I- — —j HV Q HV t2*MI� To HV"E I g W BLADE IA "LAM 875 y LONG RECESSED NYLON BUSHING law/ (rp) W SHORT RECESSED NYLON BUSHING M. HV NYLON HAT WASHER (DORO IIAI"RI!ION, IN WHEEL CA RRIAGE AISI 302-303 SERIES 0j ! ! V@ 02 7150 x *,87O-k3/16-n#CK NYLON WHM. ;z 2 7jer am W WINDOW CLW 0.168*0 AJSf 302 SERIES S.S. RNFETS SAW6 3 75W BEIVIlk "I HV 1 3/4-ACCORDION PIN W1 fS W-40 EXTERIOR SLAM 4T,-# Z6 C Nme; .7500, -I , f--, 2 1/4' IIV 2 3/4*ACCORDION FIN W/#8 HLAD I R==-,wAUM -1--T cwx LYCAMONATE IMPACT RESISTANT HV WINDOW TI?ICAL W WINDOW BLADE 6k-AND POLYCARBO HV WINDQA DETAIL (D OR(0 or WSEE n FOR 01.11REMENTS) (DoR 0 �,KrANT ACT R HWV RDLQ 103 POLYCAReONATE 12*WIN OLf. Ct RESINS, UV-S!,AUfLJZCO GRADE OR SABIC 12 PIN BMUMENTS AT EXTERIOR BLADE KNUCKLE FOR ru KAM INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE -F- ON SHEET 19). HV'J)HV R @0, (0 717 H (1) W PIN 0 SHALL A-WAYS BE USED AT ALI- EXTERIOR J 8OT`TOM KNUCKLES OF HV ACCORDION SYSTEM HV(D OR POLYCAROGINKIE SOUF4VS FOR 44 EXTERIOR HV(9 BLACE� kL SHUTTER ASSEMBILY (2) 14V PIN 0 MAY BE USED 114 LIEU OF 0 AND ONLY AT PIN Ig%gOART v EXTERIOR GOT70M KNUCKLES OP HV ACCORDION SYSTEM W/ HV SLAWS KWJCVU� BLADE WHLN CCIRRES�ONDING TO INS�ALIATION "11 , SHEET 7, Nv(SIX tW-E *FM W.* /I,: wv i —xupw%T*O� mw M (3) RV PIN @ OR (D W/ 1/2" O�D, '/IS- THICK S.S. WASHER r4 ninsAw womm VM SHALL BE USET) FOR DIRECT MOUNT INSTALLATION PER DFTAJL X, A ArAM SHFFT 0 �no V,4UL CARRIAGE DETAIL Do". Ar.N DUO 112% #*IEMBLY I AYOLIT wr or bu� �"DIM C-1 ME qm M go=aww ww-- M �0 HY WINDOW BLADE DETAILS ---- FLORVI BUM CODE(Non Nigh Veloci(y Htj�,rjccne Zone 2015 CkTMW VaAL 90ftt, Ev Accordion Shutter System NVIC 7T L77E7C-70, A.S,.S,A. KV.ELAIX#I W1 OR W/O KV.VANDON BLAW 1A --7 z Amorkan Shuffer SYSUMS TILUt TESTINO It ENGINEERING COWPANY a" "n j!,�t�41�3/15� r�F OF Assockfflon, Inr- T1 ,0111 I-11112 4/13/15 ph— r-- 42.W Westroads Orive 2 lowlk West Palm Beach. FL 334D7 3 —DRAWING NO Q 'N I NAL 04 ,0' In M A.rAlff� -1 15-085 n.0*0A Lk,1 44161 5 '�tj, I & 4 OF 20 P.E, IeM�CRE/DATEE SHEET 10 OF I CK or,e AAs, ` y ws• ^ c , o t}'g OF gt 0t pn poi cTO SPW � , n `, � 2 �Ay�� � �� ��CFJ t'l.�p Lp`"._�A�N• OF OF I co A2 4 ns ts #-20 4�' %- s5 a FORw ss sl` tW° e c ` ak7 'Y A< T` "CEbb��Fs stR p�N� cNi yE Cf /�asrss'a ac 1 ` t ty eE Mee sw►uSE"IswA�,1 a Afi sys°Mfi�'Pp' � ts�`q ywu � axe svN'A °R ss °"gin �T MSS u� �y ss o` ` a Vr x �:t wit. sM' cAN`' a '.n Hrtj,C` 4 y� e At. y�� co rs r.i°a oR to IPO" pIP'-, coo � of , wyoi rcac•p x Wt� sir+'cR ��r•,.r�+� pE, YI i 9m" i��Ta�*• ` .� � ++A�•�o� �iJ�•y, ��y}t_i°�'4gp�p� aF cot M Vv ti. two 4oc► 'o -A E p sAp6 coR �s,ac Qq_ CEr'4 r2o,ytahltw(t� w w x i EKtt of a da yArts y��o W�`y p°cr ' un cope e {' � COW pX'r""j 1.vimwYoe " z. " �� ��a to ♦ coa '�n'W"gn y N� 'ss�of o" s� OWL vov t lit OR P5 M�o`" (jyotook ", u "°" r Al VkS,*off u!t5 ak � }, ) d .(SkaA,J •9 N+ �j` 1 W1 1° t9°i'-c" x Na ". 6.18 Q ifA Awe 4 Vt s oads�3�AG 6 t 5. p.T ACL.... POEM CONCRETE A"04OAS --TIT (SEE SCAEDIAK ON SHEET U) M QA9S(WE 10 OR 0* ya M*w 00STIKC EDCE OF -I �%w "IF ISIO APFW.-&C VUSTING �.' a,= A ir C,.STWO QASS- jIw/4* WASHER HEAD 11 1 IVA SCREWS 0 12*O.C- 8 CONCRETE AHCHOW (SEE$0H10XA1 ON SHIDET 13) EDGE OF EKS.rm SLAB IF CLASS OF- APPLICABLE SLAB IF I z If EWE OF APPLIGAILIE all POUPED P0UFtED-J FLAT HEAD CONCRETE ARO100" 70 wo ca CONCRM_ 0, CONCRETE (SEE SCHEDULE 04 SNEE, 14) 5041DA&0, REOVIRCD POURED-/ff-'�1/' REOUNIIED rw OR CONCRM WAD CONCRETE ANCHORS c o,---- ---c D.- (SEB SOH�ON SHEET 14) 11 TRENCH INSTALLATION (L OKLY FOR UP TO+70. -75 PSF A.SM 01 BY WALK-OVER INSULLATION. DESM PREWUM PA7ING&FOR SPANS PER (j) HY FLOOR INSTALLATION t SCHIcriffILE:03. SHUT I I CONCRETE AM>AM (SEE Soffert"Ow-t (D I/*'#IIIII OJKM Upco"W/ SHM 15) ADAM=THAVOWN FXLSTWG =."%,OR,/.-* EXISTING -Ar— nzw*"twlo� MASS CLASS �01 '3/r� -V MAX. 'q or m r-w W-e kr w 4r-e fix,,.moty (SEE HC' 3/6 1- 3 --1 WASHER WAD TEK SCREWS / '(' I 12,at.. -I 11413/4* HEX HEAD-__/' I D r" i WX SCREWS Ile OR 1/4�0,20 SS.MS, VONCREtE ANCHORS 0 Q*or C (SEE SCHMAr 0- W/wit oi�ox, &4w 14' DZIING K)m slwKrlw A, > ioo`iAwi�; ' au Iu, EDGE CO. /I x #14.3,14-F�K SD�S, IAN SLAB CONCRM Aw$-ops SEE*OTC 'xw CONCRETE- (SEE SCHETAXE ON ON SHEET I POLIAM ea",I ON SHEET OR CO"C1117-E BLOCK SHM 14) OR COWVLETE BLOCK POURED REGIIARED KQVWD 91 NEYSTME MQUIMN6 INSTALLATION OPr1CK4L COFICREYE CK, H V WALL FLOOR INSTALLAnON (LD NY WALL WALK—QYER INSTALLATION NQUARD INSIADIMPP am ....... "Is OwAkL~SHALL SE -A Y�=rag Caffig%knox OF j� MOE DISTANCE -=rT ---- -- (SM SPECIrICATIONS ON S34f" -T r I�A=1112ET I-SEE SHEET-FOR rfPrAL S�IUTYEA 13) OR ERTRANCE ASSEMBLY INSTALLATION DETAILS WZ T HV BLADE 2-kA"TII4C SECMd CAN SC COL004M A MY WAY TO SW AW INSTALLATION. FLOM EU CU(Non High Velocity HUrriCone Zone, C 2015 EASTERN IVAL%IPPLY.INC. E BERTRA-H-VT-. Accordion Shutter System Z 71 M --4 -kc�6, a.. AS.SA. KX 3"V W/OR W/b KV.WNDON BAM Amorican Shu"or Systwns Irv. =*wnff. IATE nLUT TESTING&EIRGINEEMNG COMPANY TATE OF Assoclotion. Ine I OLD 11-192 jt� "A'%.!ft�='� ±L2115 4268 WtSVOOOS Drive 2 DPAWING No West Palm Beach, FL 33407 15-085 Ss j, Nt -ONAL t 0":�' WAL"Ut A pw!-p F- rwKm Li� 1"'67 5 SHUT 0 �—OF 20 SEE END WALL CON ; FIS 10 ST Is SEE N01 t$ON LD01.1 RODS Q.W L0=01 4(x3 OUT IN / DUSTING GLASS INSTALLATIONS W/ O) HV xv**OLACE 9J0C °'� L°°`®°"ter L StAt1t OET+YI rMP i5 VN17 FOR ALL BLADE W HV CENTERMATES a OR SEE ENG WALL CommEmoN 10'®"a©• r--DUSTING wss DETAILS ON SNLEjS_JD__#__jffj ' O+O•®010`0�r17a __.-_. 212.11/!'A'-2 a t (606J-Td Ala1�ALW. _.._ OPPOSING SYMMETRYCAL ANGLE C4 i/4Y TAPOO4CRCN 1/2' a • R RTES wN.sryARAt1oN ANagRS To cnNORErE � CENTERMATES � (TGo/80Trd1)b !roti/s•S.MS.0 12' i rD QA55 taIl,o.i/iAa1 ANCaroG(rrvtl o.c.F41L t cxs. W/ NV lC1CK "Or W Y 0 {SEE SC14EDLU * ON seer n =1N I �� � I ) k - x' (0-(D-0- M� AA O O O^�1('.� 0 HVB L� 0 s. �a$ 01 1 t0.0-0.0-0- - HVA �` 0,0-@. 7 *s to M 'Ex151t+c aASs� QED CONCRETE ON ®R � me"WALL l!J V LASS CLASS E M C .TO GLASS tEs E 1 j /'R , CENT ® ' aSHEET,T)W HV 6 sE ©.9 * ® WIN.SEPARATION\ I , GLASS (SFT-aSCNECAXE IN OP'110NA1 01 ` __ ON SHEET n) r O - - GarrRe E f MKMORS 6 — -- - iv ac. a 1 3, VARIES // V _ / * Vr OUT ! I 5 112'MW(.SLACK n ouT �' �_. cMDfTER1aR) HVE HVF** HVL FLONA BUONGCONE Non High Velocity Nwricane Zone `N11111/111 JIII/l1Ha 0 2015 EASTERN METAL SIPPLY,W. SEWMA H ;_ �cErr IIL E-co inc. A.S.S.A. Accordion Shutters stem A A fiV.NPOE/i W/0W110 KV,WItiXNV RXE Amerfean Shutter Systems try. aTenhMa DAR MON ON Na. Tir: TILUT TESTMG k ENGWEERING COMPANY a'• SATE—OF --•�cr• a1»t x1rxm(mxsx7aa-r>smw VF.rrie1,r:a+aooa rtawaA est A�oCfCttOna Inc. (30s)671-1s1, 42619 Wetrocas 3rye x, aD t t- 19T —DRAWING No y�' FLOA1©P ..F. f3GW(a{� itli•3Ewjt�A`�TE •- r rua%eao,� West Palm Beach, Fl 33407 i 15-085 P, rLDRIA 0 44147 c SHEET . 20 COOCRETE 00 OR NCKrE CQNGFIM POW_ _O..CONCRETE AAIKr TE&.D'X ALL77 / OCWALL REO " F _ a— WALL REOUMJ tti Z•YW - FAOC!t WACLOLt1CRY?EECSUEI RDt4 t RE0610" _G _EiTMGAS5 EXISTING GiA&4 C151iC"ASS CONKCLASS 5 ooc To axis If ) SCHMU SIMIFXTS. 1aL UASS(SM Sv arca EO rA m ` r a"(Doc(Doc ' y �lhl 9 M TO 4N6S(59 'Sot si toR�RV�t1C4 . (e 1/16- cow. a 1T 9 FOR w RSL TP , SUfTuf sxv S1EET GN SisET to TtR uaw.CLOSER J !a+S56IT 10 PXt (LOCATE soE '..- a�ocs Qts(� � ��� 4f7~T` � � erns f6 a @ { � �ar�nrs d7 t d+) OF 4) i .. 8 tME i'OR 2`iMX. , •M•' .v.._.._....' I'xstz"SMts. ( � (AS iWPLKts[E)r2"rr/aro'-x` _� a r6'O.C. .._-„-.... J AWMINUV CLW A. , e 16-oc. 4 1 (606---Te—0y;AT t401iEK - 7 (i)jtortJ2's.cS. to i &Y Y (�)Lj4's TAvoae+s ANcrgas TO, # sSj INAL AT !”O.C.(LOCATE AT +wWAX z roR SIDE r� Ecnm OR {�' Ell"SMor Cry) � f OR Q�1' 1 OR SEE OVAR x tae (DOR(f' TO TRACKS SED OETNL z ra 4 , cc� SR3E cTo Tpi ie; ¢�-l��-[d�,•�t" tb'�" s06 llowEcr" 'y��•YC6�},•�2b,,e�y,�e•4 - " 1-16 ro TRACKS ) -�" + §,9`t�"�-0-0.0- TO Tw4KS v.>•"`t%•+t3'"i::/'¢Y°" U Q�"4 • 3- .0 3 EI Q CONNECnQN DEWL 4 END CONNECTION DETAIL i . END CONNECTION DETAIL ♦R!]AARkD ON:Y LY7R 5PMt5 CREATFp i1VJi C' POURED NC CORETE CO �q}..� f --DrtSmR+CWS ,.CONCRETE BLOCIc WALLCLASS 4 R,EOURiFA � t _ f' fat.SF'rYtbSiOft �..QJ/d SM. - __ / m MASS'SM orb 7k. wv x �' S -(DMOOR Txt /fr'm n.vmr a P�Arc \etz`wnat€� �� 3 f -------------- ON 19 SfY wR s o.c f _.__ o+5a+ r,s RR \�Y c A�HOR 4HVWINDO o.c, To oFt J2•{Na. 2 IAN.f i ♦SEE UYoAT70NS OrUSE FY7R �:.•1t� OR ohSI'mQUAIL 4R Q ' " -Est-C6�t�3'®-0.0.OUREn CONORM GR — 4a-Clba7 4��/l f� 6� .®.m.�.p.�.CONCRM 91.00x SMT/. CJ'0. 6 T 6W BLADE INTO t7? dO C7T'0- - O O -C3 Q 0- d�€ "t� €3W CONCRETES CONCRETE BLOCK WALL. END CONNECTION DE7Att5{� ENO CONNECDOH DETAIL FL(FMq KRW CODE Wn High Vejocity N:nricone Zone EASMts AwrAL SUPPLY,INC, aAti. .........C.,T✓'. B HVTu IGEN , c. Accordion Shutter System Tit E C 0 tNC. • ■ ■ N IM a#A it W/OR W/O RK WPWN 940E rrccrt TESTINGENWNECRINc COMPANY American Shutter Systems t Dw avaK W. UL ` STATE Of •Q` #Y.d Nk.]Crx A..S"e..7d5.+wow.rwarec f"'M Ate AssoclattcTn. Inc. + t7tJ,3 41-.592 fj4SJ15 MTC: 4f:,*,JtS PR a:{ao57aTr-rasa.car:{ j6T>_s5ly 4268 WWrnads D' x cazAWNc No . ' r--�w:ur..eoo ea West Pol n Beach, FL 33 t0? s Z=J—Of F,g C� Ee a6ostrs fCjNAL N t}`*� *,VAX A TLih,4.P,L ; 15 !fir �'� eurm+,Uc,t"'w a SHEET Pte. tiJr5ltS`lt�t�UREf0A1F a 10 OF SHEDUL£ it cTT10 IL F !? crlt�9lnF Et AAAXIMLUA SHUTTER SPAN 'L+"OR 1-" MAXIMUM SHETT1ER SPAN* "L+" iMUM SHUTTER SPAN*1+" -` (ft.). F �/ON OR 'L-' (ft.)FOR "L-'(It.) INSTALLATIONS .._.�. NY.47dLIASK�If_.FL'2(ND „ . & or or INSTALLATIONS W/ CONCRETE& Vj� (t}L4:MAXIMUM NIDWABLE SPAN FOR A CM34 W/ ONE H.V.LOCK IX Or MTr ONE 1iV LDCtSS tAatatSORt' POSIME ASD.lTE9CN PRE551A7E RATINGHD LOCK W/ NO LOCKING RODS - ONE HV LOCK or or ^--^.. ..._...•.—•'—.., -._ L-:MAX.ALIDWABt£SPAN FOR A GASH NEGATIVE ® """'ffff'""'" OR)WI/ W/ ND LOCKING WAIL A. B. C.D.E. M. N.O.P. Q. AS.O.tS�A•1 PRESSURE RAtpiG. Ceff-MATES ck W/Ofd HV W/NO LOCW RODS� ODS MOUNTING F, K&L R. S. &V. LOCK(8) W/SWO LOCKING RODS TOP & (SEE NOTES t,tt) CV&W FON M"PM Q BOTTOM SEE NOTES SNEEt 7) FLOOR/CEILING WA MOUN INC T(DETERMINE MOR FLi SPAN G CONCRETE 4 WOCXD MOtdNitHG C.H. 1,it,J F. U. W k X WALL MOIttaTINCS('tOPl801'FOM}OR BOOR/CEILING: C011CRETE k NOW Gfl'TAW1tON5 QVIONSA3A GOSIN GA7N5 CRETE & M GKA A POWK A.&D.DES"PRESSURE RATING. 1' VOLL MOtMIING FLOOR/OFX.IMO wnl[ "ML ox"It10 naO./4F1v YOUNt9G �EERY7NE MAXIMUM SPAN 14'FROM SCHEDULE. Maw, .a cw GIVEN A NEGATIVE AS.D.DESIGN PRESSURE MTINC. (*a�7 i4.._. t.atr1 fl°� (Vil VOUW" DETERMINE MAX"SPAN %-'FROM SCHEDULE, L 4 91} L_ l y.... (-NGl l, pd :-QB L r NJ t-A0 MOWUM SHUTTER SPAN 1+'M-L-•FtGR 30 OR LM t8'-0• W-W /61-0' i8`-O• 3o la'-0' I6`-0• 30 76••-O• z8,-0• W9ALLAT1aNS MWiµ1.INTO NO9BE LIMITED TO FINAL MA1RMUtt ALL.OYtAIA.E SPAN 6 EQUAL TO THE _3S _ tf:-tO' la'.-10' t5•-Y 16`-O' 35 ta'-10' 14'-t0' 35 15•-2" t8'-to' 105 W.ASD.OCSIGH PRESSURE RATING. ,WHI!UM DETERMINED SPAN BETWEEN'Lt*AND'L-", t3'-t0` t3'-.10" 40 14'-2` 15'-2' (3T PROCEDURE TO pCTERn4FE 1l1YGMUN SPAR FOR 45 IS'-t" 13'-t' t3'-4' 14"-J' 45 13'-.t• 13'-1" 48 t3'-4' ta`-]' 't W CORNER CENTFRMATE 03 MAY BE USED AT AU 99TWIONS IN BETIVOON WALL MOUNITACS -. .— —._- w/FLOOR/CFAMO MOUNTINGS: 50 12'-5` t2•-5' 17'-•8' 13•-7' 50 12'-5• 12'-5' S0_ _I2`-3" J•-t" M19IINnNC 1NSFALU17ikNs.LOCI(G1C SPEOFGCATIONS 55 11'-10" 1t'-10" 12'-1'rc 12'-tt' 55 11'-10' tV-10" SS tt'-1' tt-11' SELL BE A5 INDICATED ON MANDATORY GiGNO(itON �2 FOR A a"POSfTW AS.O-DESIGN PRESSURE 4i'-x` 71'-4" 1t- _ W it'-,' it'-x' 80 10•-2- W-11' NOTE�5•SHEET 5. MTWC: 68 t0-10 -1 I-t ' 1• 65 10'_10' .W-Iw 63 9•-5" IO'-1' UETfR11G(�` NW 10'-3' P(Y-6" tC'-9' 17'-5' 7t} 10'-6' t0'-8' 70 8'-9' 9-i L1t�YAY. SPAN FOR Nµ1,MOUNtINf,RaSFhLLAT10Nts. _...-._.... _._.-_ .._.._.__. -. L24-MAX.SPAN FOR FLOOR/CEILING MOUNTING 7'S 70'-1' 70'-7` 10'-4' tl'-i• 75 10'-1` SO'-1' 75 8'-9' #f CXOEPT THAT►MIM W SHUTTER SPAN 1+'OR INSTALIA304S, 84 W-10' 0_---IO" t0'-0' IO-9' BO 9�-ler 9'-t0' 1-"Nb MAXIMUM ASD.OCSING PRESSURE RATNK:FOR FOR A OVEN NEGATM A.S.D.DES3GN PRESSURE �85 8'-a' 9'-6' •9"-9' 10' 85 9'-6' 9'-6' WALATION9 ONTO L04CRVE OR CONCRETE BLOCK RATING: 90 9•-3' 9'-3' I- C ECTIO AS FOLLOWS: DETER MIX. ._-- i- CONNECTIONS TO KEYSTONE MOUNTING 95 _9_-0' 6'-9' 9'-< 95 9'-O' 8•"0• U MIX. SPAN FOR HALL MOJNOtN6 W5TNIATIWs. 30O g•_y B'-x` 9'-a' 9'-7' 00 8'-9' 8'-a' LIMITED TO +8a,-72 P.a.I. AND 8•-D'SPAN, SEE L2-. MAX. SPAN FAIR FLOOR/CV MIC MOUNTING MOUNTING MOON SHEET 7. INSTALLATIONS. 165 a-7" 7-11' 8'-S' 9'-a' ;.05 9'-T...._ i'-it•... 9•-2' _ 1 t0 8'-x• 7•_7• FINAL MAXIMUMµlaWµiE SPAR!5 EaIUJ.To THE 915 8_2 7'-3 a'-+' B'-„` Its : >- SEPARATION TO GLASS SCHEDULE t�uMBETIBEFN1,+'.12P,1a- AHD-2_ __T2C "a-V a-+t' 8'-3 8`_9' 120 8'-0' 6'-F1' 125 7'-70” e'--8" 8'-0` a-5' 125 7'-10"_ 6•� AL WTO ANCHOR SCi EGAT,E WITH FINAL MAXIMUM A!l.OM�IE SVJ.!'I AJR1 NEGaTFF A.S.D.DES�^N T-t` 130 _7-8*_7_9_*__,_6'.'2�__ MINIMUM PRESS.YIRE RATING TO DETERMINE MAXIMUM ANCHCK2 135 Y-7 a 2" / 9' 7-S' 135 7'-7- 8 2• WIND ZONE sPACWG. 140 7'-5 5 ii" r 76• 1+0 7.-5 5 tt ASTM E-1996 SEPARA"nON 'i`=a'- s'-s TO GLASS 150 7•-2' S'-7' T'-i 7'-O` ISO ?'-2' S'-7• 155 r-Q- 1 5'-5• V-2` 6'-9' 155 7'-a- s'-s' i THRU 3 1 _ 160 6--1I• 5`-2' ?'-)" 8'-T 160 6'-11• S•-i IB5 a`-10' 5.-1' T'-I" 6'-a• 165-,- K-70' S•.-t' _-.170 6--9'_ i'-ii'_ a'-tt' a'-1' 17Og•-9' a'^t?' 9 a 9 a'_Q 175 a 7' a s NV BLADE 80 5`-tQ' � 1 6-8'_. a 8 185 a'-S• a' 6• 190__ 6' 4' 4'-S' . 195 8'-3' 4,-3y 6-5" _.5'-5' 195 8,-S' 4."3" 200 a'-2' !-2' &'-a• 5'-3' 2De 6'-2' 205.-.__ s-7 E-7• 6 5" t' _... 205 q`_7• T_t• fto"IM CA(flOn high Velocity hurricane Zone EL 2015 BASFERN METAL SUPPLY,TIC. 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