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HomeMy WebLinkAboutProduct Approval r,+}xc^�w"z•`3[.§� ^ ;`mss"" s+' ��r�"`��Y'�z�� "Cy� %a�+%st �o- s e t,'-,�'^ `� a� r� it: „::,u.�-w^ f of 6-IS Home Log to User Registration Hot TOOM SUGmi:SurClfarga Slats fl Fac,S ; Publications rSC Staff j gas Site C�C linY.5 Sear Ch Buslnes5.r ' Prafessirraf ' ProductApproval USER:Public User K iwzt2�YLs`,�Y`: � P[o ;:Ct dnar;va r•:.,nu.>?ia;iui:C ai`+;?i:`_:.�.;!:L`�.:�r��;>Pl4+l:.atja,�.t.-.e.t> lieation Detail w .. FL FL389-R8 i Application Type Revision Code Version 2014 i Application Status Approved Comments Archived Product Manufacturer Amencan Shutter Systems Association, Ind. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Trod riguez@easternmetai.com Technical Representative Address/Phone/Ematl Quality Assurance Representative t Address/Phone/Email Category hullers Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architec or a Licensed Florida Professional Engineer L?' Evaluation Report-Hardcopy Received, Florida Engineer or Architect Name who developed Waiter A..Ti€lit,Jr,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute QLality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezev€ch,PE ) Validation Checklist-Hardcopy Received Certificate of Independence F,w _3rt...`„ 1.. I d r1 ti"QI;,U)i PsdGi3H5FriZ Ldf Referenced Standard and Year(of Standard) Standard Year ASTM E-1686 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 i Equivalence of Product Standards j Certified By t Sections from the Code f i Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 l Summary of Products FL# Model,Number or Name Description 39.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades regi ned by tracks Blade 3-(Nen-HVHZ)-Drwg 15- (top and bottom)for storm protection I 086 Limits of Use Installation Instructions Approved for use in HVHZ:Noi?F, j Approved for use outside HVHZ:Yes Verified By:American Test Lab of South F orida Inc, Impact Resistant,Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other.Large Missile Level"D".Max span is 12'-7"for 35 psf rE S—. 11,4,_._E.: positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yves 1 the HV3 blade w/o window blade,5'-•2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for l 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. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking:blades reined by tracks I Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection i Limits of Use I Installation Instructions Approved for use in HVHZ:No j FLi> g,-;L A .S,A.?r::',•,,L3?:�,,=_? :a:1 Approved for use outside HVHZ:Yes Verified By:American Test Labibf South f lorida Inc. Impact Resists .Yes i Created by Independent Third Party:Yes. Design Pressur N/A Evaluation Reports Other:Large missi el"D".Max.Span is 16._0.,for 30 p.s.f negative ASD lead depending on centermates and Created by Independent Third party:Yes 6 locking rod configuration for the HVi blade,8'-0"for+64, � 72 p.s.f.load for HV blade for Keystone mountings 7'-0"for -i•75,-75 p.s.f,for metals stud mountings and 8'-0"for 110 p.s.f,for HVI and HVIA working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures, j 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlecktng'blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection I Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Verified By:American Test LaWof South I lorida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load ^?-r,6 S 5.:t. �q� ?_:;Ft,,•,- x}/i,;.f, Fi .pilt ft)r Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third party:Yes, i2,25 and 28 respectively ;� E f1ae.1S :fit^f;� 4 Contact UN.:26111 ftkir Storz Roaa Tnnahzlssee fl 32399 Phone:850.497-1824 The State of Ftonaa,s an AA•:EED employer.pcyriahr 24,07.2013 State of Florida.::privacy Statement::AttessibiF:ty Statemef!i:�ltefard Statement Under Florida law,email addresses are public records,if you do not want your a-mail address released in response to a pubic-recons mgEtiiE}}4���asst,do not sead electronic rihaii to this entity,instead,contact the otti7:by phone or by tradinonal mail.if you have any questions,piease contact 850.4,87.13?5,•P cant to Section 455.275 0),Fienda Statutes,effective october 1.2012,licensees licersea under Chapter 455,F.S.must provide the Dspartment with an email ad ress iP tney have ane.The einails provided may be used for off dal communication wits±the licensee.However email addresses are public record.if you ea not wish to•uppiy a personal address. biease provide the Department with an email address which can be made available to the public.To determine if you arc a I"Psee uneerChaoier 455,F.S.,please :lick Bern. Product Approves Accepts: Gre dii Cato Safe t ( f BUILD/NG'S PEAK ROOF HEIGHT va DES/GN W/ND PRESSURE FOR COMPONENTS & CLADDING (P.SF,) FOR ASCE 7-f0 - PEAK ROOF HE/GHT LESS THAN OR Enl/e/ m Sn cccs BASIC WIND SPEED = 170 mph RISK CATEGORY If BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) L"GREATER OR EQUAL THAN 7'-9"AND PEAK L"'LESS THAN 7'-9' LESS THAN 12'-3" L'•GRSA7ER OR EQUAL THAN 12'-3" ROOF HEIGHT POSITIVE NEGATIVE POS?IVE NEGATIVE POSITIVE NEG477VE (h) ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.O. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. INDICATED DESIGN WIND PRESSURES 0'- 15' 76.4 45.8 102.4 61.4 73.0 43.8 95.5 57.3B.5 41.1 86.4 51.8 CORRESPOND 70 THE MAXIMUM END ' > 15'-20' 80.4 48.2 1076 64.6 76.8 46.1 100.4 60.2 72.0 43.2 90.8 54.5 ZONE AND INTERIOR ZONE CONDITIONAND FOR ALL ROOF > 20'-25' 83.6 50.2 111.9 67.1 79.8 479 104.4 62.6 74.8 44.9 94.4 56.6 SLOPES. > 25'-30' 86.2 51.7 115.5 69.3 82.4 49.4 107.7 64.6 773 46.4 97.4 58.4 *L �RDIONESHUITER > 3O'-40' 1 90.7 1 54.4 121.4 72.8 86.6 52.0 113.3 68.0 81.2 48.7 102.4 61.4 BLADE LENGTH OR BAHAMA > 4O'-50' 1 94.3 56.6 126.2 75.7 90.0 54.0 1 1177 70.6 84.4 50.6 106.5 1 63.9 SHUTTER HEIGHT. > 50'-60' 973 58.4 130.3 78.2 92.9 55.7 127.5 72.9 87.2 52.3 109.9 65.9 * MIAMIi-D4DEE'CO!UNTY OR A STATE OF FLORIL7A APPROVAL MU1LD/NG'S PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE FOR COMPONENTS & CLADDING (P M.) FOR ASCE 7-10 - PEAK ROOF HEIGHT GREATER THAN 60 FEET* BASIC WIND SPEED = 170 mph RISK CATEGORY lI BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALE) PEAK L"LESS THAN 12-3" L"GREATER OR EQUAL THAN 12'-3' ROOF HEIGHT POSITIVE NEGATIVE POSmVE NEGATIVE ChJ ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. ULTIMATE A.S.D. > 60'- 70' 91.5 54.9 7677 100.6 84.3 50.6 1 148.4 89.0 pUILD/NG SCHEMAT/C > 70'- 80' 93.6 56.2 171.6 103.0 86.2 51.7 151.9 91.1 > 80'- 9O' 95.6 574 175.2 105.1 88.0 52.8 155.0 r 93.0 > 9D'- 97.3 58.4 178.4 1 89.7 53.8 157.9 94.7 700'- 120' 100.5 60.3 184.2 110.5 0 92.5 55.5 163.0 1 978 > - 103.2 61.9 189.2 113.5 95.1 57.1 167.4 100.4 11111/`p A" TIZZI > 160'- 180' 107.8 64.7 1,976 118.6 99.3 59.6 174.9 104.9 aoaa1�P\��b�j`GENs, > 180'-200' 109.8 65.9 201.3 120.8 101.1 60.7 178.1 106.9 > 200'- 250' 114.1 68.5 209.2 125.5 105.2 63.1 185.1 111.1 �` ;"• N0. 44167 7250'-- 300' 117.8 70.1 216.0 1 129.6 108.5 65.1 191.1 114.7 * m > 3DO'- 350' 121.0 72.6 221.9 133.1 111.5 66.9 196.3 1128 � STATE OF ` -e > 350' - 400' 123.9 74.3 227.1 136.3 114.1 68.5 200.9 120.5 ®R' ��0 71�ID�: > 450'- 500' 128.8 773 236.1 141.7 118.6 71.2 1 208.9 125.3 s "" This is �lol A ���asier Drawing, � ¢s/onAL ,o Valid Only for One Time Permit, N I.) THIS CER77FIED SIGNED AND SEALED WIND LOAD CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, FOR A BASIC WIND SPEED OF 170 MPH,AND 2014 (5th EDITION) FLORIDA BUILDING CODE - BROWARD, PALM BEACH, MAR77N, ST. LUCIE& lI APPLICABLE RISK C47EGORY BUILDING&EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMA770M FOR A S17E SPECIFIC PROJECT. 2.) THIS WIND LOAD CHART MUST BE SIGNED,SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE DME BUILDING PERMIT ASCE 7-10 / WIND PRESSURE CHART STORM PANELS, ACCORDION&B4NAMA SHUTTERS 3.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC WIND LOAD CHART. RISK CAL. lI BLOGS WIND PRESSURES ARE ULTIMATE AND A.S.D. PRESSURES. 4.) THIS WIND LOAD CHART SHALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. ���� WIND PRESSURE CHART TILLIT TESTING& ENGINEERING COMPANY BASIC WIND SPEED= 170 mph 5.)DESIGN WIND LOAD SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WIND LOAD CHART SFIALL BE INDICATED ON A SEPARATE DOCUMEff'PREPARED BY 055 N.W.J6th SL Ste Sas•V&AW aunTrrS fL JJrse EXPOSURE D. Kd 0.85 THE CONTRACTOR OR PERMIT HOLDER(a.g.,SPREADSHEET, OPENING SCHEDULE/TAKE OFF SHEET, ETC.). Phone:(Ja9J57r-r5Jlr.i (Ja5J87i-1577 acv avt nv �� EB-0006719 WALTER A. 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Cl).l YL.0 tjO i�EADER (i Hy t1 p�ft jStLt Qiia ADER SILL _...: r- L1t;ALAC-1) FOR LIST W/ tT`!BLADE c Orai Y �,,�SNF /511 5 QUALIFIED FOR i15E WJ iiV"li1:GttY jONI.Y, 6455-Ts AL,LOf AIND T£4PERt f-Wj IN SLADE.(!.v •-.y SEI:: SMIIGNS FOR YALIOITY."' FOR OuviTY. QUAUFIEO FOR,USE W/ i•iV 6005-10 ALLOY A!!d TEMPER ANT)TF.YPF BL'.DE�1�L1NlY. 60:.3-T6 ALLOY ATiO TEmK iL1 mcw: , L'OUPpl.+;itl' A H 1't T2 i X v K i' t' Od2' /ij• 2' :S'LtyX, i/k• 3r* _ �.) j - .... ._ ... .,t.... . 1 :,� ?• 5'Aso. a.T>tx• t).tdz• ; F ANCf FS .. ! 1D ........... RNER PASTS �... u Co IFIFD FOR US- e38• t.s' 7'VAX. O.tDO' 4.t96' . i ....._ + if.J FOR U"F ., 't4f.1FlCG FDF,,' lisf; W/NV .._...........___.„:._._....,__L... �. c.. 009.5-T0 AUOY A 6 !tWER `yA'� 2' 5•AM.O.t3A' a.t3l• 60£3-T6 ALLOY AND TCMPEI? ALLOY A4tl TEMPER I f4_fREM WILD, i.UDE{lion High Velocity HUrrican,e Zorle _ Tit f 7"`,0 c�2,015 A�stm vaAi.SJPK'f,nr_. SER t��.✓�,� . _ _ _ .._._�. Stall... -- � c ■ ■ ■ KY. ELME yt W/OR W/O KV.WIKM RDCF- „` = Amartcan 5hutfer SstaTSTs <%f ✓R^f~ TILUT TESTING& ENGINEERING COMPANY .......... Association, Inc. OLD TI-lw a fw•.. UAItt a Is'Is ,�: ams».•�.zurr;e..% W%IWI.ta cAAM4.9I.O.tB)A.rt, _ /_.:! _f 1768 Westte�otds Drive} x j` " .y j.,FF Q �� e_ u.ereaAt u..•o:n r..._._ ._....__......._ URAWINC Na COAL ; Wwst Pa;m 9.2ca, +L 53+07 s c •....,.... Cs ai axone i'.�C�.�4?S51 fiP1d(tAWi4iFYa)J�2�£of`UA7t rATr,A;iv L.iL7 _ ...._........_...-.r 15_08 .5e7A.mart u.n.r., nD•atk% SWEET _. or 2G J`vq 'JW1 CA.S! m-oFL Jy mhrD r-04'CAV 'kyr0 of 6V fntAKEDI 0mv, Lm lwQw_Aw4Vv 11 HAU) (c"ww W/W PAAM(0))* ONLY _ '_­­...71 14V EGRESS LOCK oval .n V." Z�4 W -,TO ALLOY AND ICMP INE ONLY' QU&IF 0 USE PNJ�Y,W' AWJ� E P E-"R CENTI 1E 6063-16 ALLOY is H 99RH Fop Use,W/ HV Llis,�x!)ONLY 250,00 6063-46 ALLOY ANO MAMIC WWI)IT . ......... IiW 7, AtTER RK711NO WORE RK.T" Ixxr, A g 1/470— IT* L 'AM 9444 AIMMIll(2024-TI ALLM)LAW I`IAW�71" } cx�"'0'^' WV Mlr=.-AV f 481tL-$%*WVXft"U"A%%L ;...-.._.x... 14 _4trit ........ ....... ...... emw v"f",PA"~�W-w Mmf WWW DR rauk *T"-LOCK CENIQMATE @ 14V A=tJATW9 LOCKER FOR QLIALInvo f-OR USE W/ HV BLADE()ONLY FEMALE.=.,LO.CK gwggg�U "I 6063-TG ALLOY AND TCLOCIR QUALUIED FOR USE QUALFE5.1 USE f US(f,W/W GLADE(T)ONLf OUALIFIE0 FOR WE VJ1 HV OWL ONLY 6061-16 ALWY AND TUMPEP ADE 11A ONIX. OLIALIng)FOR W/fiv ou ONLY. 6063-715 ALLOY ANO TFMPER 1W ON .545' 0.675'.Nin. "I"NO Pot) aauAllf�:Ia)"rOR E 1!& 4 QUALIFIED R USE W1 HV RLADEQ1k Q.A 063-T6 ALLOY hHO 1EMP5 # HID CENTERM 6063-T6 ALLOY AND QVI'CR V=t=1 OLIALWIC0 F04 USE. W/ liv n 6083 16 ALLOY AND !EW mnfw.R L -'T w" ......... aUh 6063--T6 ALLOY A40 ifUPCR 51 ELA,64:9—16 ACETAL 20 AI SI 304 Oy rE(Wir HMOWAAC.uOR16V LOCKS%'PlEr,2,333 1401W BOLT LUCK. WILL PFCU;RF.A 7/1B* HOU Ales- S.S. hwmawBm QL4Vjfffjjj)FOR OSE W/14V BLACIE(j)& YAC ORh1EQ Ar QUAUnED FOR USE w/ HV E)LAUE ACKS FOR 61 FLOWN,8011])ING COM(Non Ht h VolociLy Hurricotte Zone, 0'.S C fr 0 zo*CA-acRN verk wmy,mc, A K Tm Accordion Shutter System AwS TILLJT IESTING k ENOINCERING COMPANY Amedcan. Shuffer Splarns Awtoclaffan, Inc. T­q�?11­!12 J.j3L15 4/13/15 42M We�trood* Dtive 'No ................... (RAWING We-.�� Pdrn Deach. rL 33401 15-085 Nil tilt t WaAk KI'MIA 4, sugink i'mSHEET ................... OF_20 _..T......._............ SHUTTER ASSEMBLY SCHEDULE FOR HV HV ala. HV BLADE I rl oow ISLAX o6w M25 SLAOrs T— IV LTG RECESSED NYLON BUSHING .(!825 x. (TYP) 0.406"*** ---------- HV SH RT BLISHRIC 'A At HV'NYI.ON HAT:VASW.R 41w W WHEEL.CARRIAGE IVSI A02-303 SERIES /*40 1 :1 0,870"0/16" TIKK N)1 ON WHEEL. 0.168'0 AISI 302 SEHILS SS, RIVETS J1.......... f MACE rrcrwe IQ I J/4-ACCORDION PIN W/ 08 HEAD EXTER10f&Iii ........... Vprwaw4ols " ON 4)j. 79110' " IN 2 /4 1 ACC.OR thtAft DION PIN W1 #8 HEAD 4 4 POLYCARBONAW. IMPACT RESI5TANr W WINDOW TYPICAL HV WJN W BLADE P-OLYCARBO lIJ OR or ............ I(DoR HAW�R MAKRa.ON 3101) POLYCAROONAIT, r RESINS, LYV-5rA8IUZCf) GRADE OR SA8;0 MIN,et u 11C CA r- TMACE Ex TTY4 INNOVATIV17 PIASTIC LEYAN 103 RESIN'i I (Sri NOTE -F.- m SHEEr 19). T OR (1) 14V PINCJ LL St-lr�Ll. ALWAYS BE USED At A EXI LRIOR BOTTOM KNUCKLLS OF KV ACCORDION SYSTEM 'W1 HV OR POLYCARBORATE SOURCES FOR 1�4) EXTERIOR HV fiLADE. glCAL HV PIN DR&JOAT , R (;?,) I-IV PIN 0 MAY RE USED IN UEU OF AND ONI..Y Nr E EXTf,,'RIOR BOTIOM KNUC;%LS OF HV .A000RDt0N SYSTEM wl ,iv m (STE NO% * FOR W�' Mw W02 VW oft�nv'r RLADF WHEN CORRE."SPONOING TO INSTtULATION "il", SHEFF 7. . tilV=MML WwAg Mz ow" Mot Mu .M—4. 0'�w 0- 1/2- O.D. 1/16" TfVCK S.S. WASHER mum.MMM A Wjb Mw U.� 'WCO p.l 14-0 (3) HV PIN @ OR @ FV/ Kl -> Tvaa w'a km A&n um Wow r"3 SHALL DE USED FOR DIRE(7 MOUNT INSTAIlATION PER DETAIL. X, SHEET "Mao 9w Mw om to 11 fl-t�r� wins(glutv Awu out 474 S e.SSW OfPICY LAY= WC OF 9=-S; *3114 mus c-1 anus 0-1 OAIX wif%An. 1BJso u!" 1010 T M WAWOW Mu WM MWA, �.Am way *w Sm "M p- Wo� SOLID fik HV WINDO J *==;Ouxr WMAZ .11W 034 OW HY BLADE V BLADE DETAILS I I FLORIDA BUILDING CODE(Morl High. Velocity Hurr;(;ofle tont, 131ENYWA—W. KV.BLADE#1 W1 OR W/O H.V.WWW SAt. American Shutter Systems TILLIT TESTING A ENGINEERING COMPANY *luau W.. fjL AS-6.x S-S1„ A AMr�UT v,aPw.0 r.m fx,"4 mAssociation, Inc, I I-I K !�13/tl DRAWING No r; 4 L E)-Dom7l- tn . - wa1 ais-085 , t 4.1"1 pl:. RE/DATE AND CENTERMATES, 0 (Ch> 1.11mcgumm of, ON W LDr, or��4 SHALL W USED AT 1/2 OVSHVIVERSPAN FOIL ANY SPAN Olt svk FOR SPANS UP To IOV.AND AT ANY T OLEVATION. W LOCK or USEI)AS AN ITMDE OR OUTSIUGA LOCK,ATIA21HEID TO%T nd I bril r, I rtapl".SHUTTER FRt ON 2&1 L If OMM-S .(VIR 13MER PERFORMANCE OR FOR SIXMIY PURPOVED.UP TO TWO W L BE U"' A$AN INSIDE OR OMIDE LOOK.CONXWWN OF LOOKS 10 CENWMAnS�.j BE AS INDICATED (DI)ABOVE, LOOKS SHALL, =�R CWTVM.SJ4111M.ELEVATIOR, 3. LOCKING Vp0Ej)WS00j ARE NOT MUIREO AT4URRICAN T W'MAY £3£USED PERFORMANCE LCCKtNG RODS 01 AN'17R.A%W DEMCE SHUTTER ps-�ij MAY ALSO BE USED AT STACKfW POSITION (NON HURRICANE POVITION). 4. -W LACK p£ BE.AT..11N..FOR ANY SPAN AN M &ATIO..I L ATTACHED To 6�CORNER CENTEBNATE , ,or q0 Stutti.L.BE USW AS AN OUTSIDE OR INSIDE LOOK ,.�Wd fjit 1/'0-20*x 1/2'LCM FW HEAL)S.S.M.S.M LOCKIN RODS AT*TOP At BOTTOM SHALL 13E LkSM, OF LOCK SH� BE A�ALWEO ON rMCAL SHUTTER ELEVATION. M"UW SHUTTER SPAN SHALL Or.DETERMINED AS PER St &JES ON SHM 12- NY BE 0 't Y E u A'S .. $1 E ATTACHMENT . .......T- INS AWNS xr ANY -LINATION. OF 1/4*0-2wpl ss,IMM CREW �411 LIZ BE WE Wl I/4-0-24-ALUM. D RNNUT,AS SNOWN ON SEC I sit ONEI K Sl ,BE VSED At 1/2 OF SH(MM SPAN OR Tito t.w*ss AT 1/;l,or%HuntR sIPAN. Q. um"nw oofmm 13 MR tz=r uOugm SWNIAMNSI ONF Iv L(rx A or to or @ SML at VRED AT 1/2 Or SWIAR SPAN FOR MY SPAN OR 12'AW& CA WOW 1/2 OF sHLn TER$PAN FOR VMS UP TO W,AND FOR INSTALLATIONS A]ANY ELEVAPON,W LOOK t,4 or 14)or @ WY BE USEO AS AN INSIDE OR T1 VI I I Ul I OUTSIDE LOOK,ATTACW.E)110 4t or tlb SYMMEIRM,r-EMERMATF,-W/(2) I/V-20 X 1/2'LONG FIAT HEAD S,S, R E 1 .4 101-Sio LOCATION OF LOCK gAAALL BE AS NOWAIFO ON TYPK'Al,SHUTTER ELEVATION.USE OF Ur-KING RODS 0 W/tSj I OR TDP AND BOTTOM IS(LUPLIETElY MANDATORY. 0 j CONNEOTION UN SHMS 10& I is Tw'.qfj- V,w *N= ON RV "To WICKS MQ CENTERMAN-9. CORNER OF" — RTE TO w CLWERMATE MAY BE I IN OCM OR FOR ANY SPAN AND L. IE L(X;XK UL INNIA QW VV�AM WUM At(MildIXT "net 0 t AS SHOWN Ott SECTION 1,414 SHM 9,WKCII MUST BE 440 W/ t 0 x 7 1/2-4ONG S.S,THRIZADED BOLT W1 7/8*0 x 3/32* :,K-, A 5/0, RwNur OCK MAY BE INSTALLED AT WIOSPAN OR 12`tow joe AND WtOM IS MANDATORY. 40LMS & MagERIMO . 9 1 C tit)LOCK(y4 MAYBE USED I"Uw or .V LOOKS Q.5 OR YOR ANY SPAN A140 INSTALLA-11OWS At ANY ELEVAllaN.AIIJERNATE HD LOCK 0 MAY FIE,USED TYPICAL(f) HV BLADE SHUTTER EL AS AN MOE OR OUTSIA LOOK.AMOWENT OM F LOCK ip ;TO%g W1 3 IS x 3/1l'F.H. M AND LUDL-, RENFDRa'LAENT INS;Qrt AS SWRN IN"Frl?ONZ 11118-IM AND -INC,SHEET to.I.=WAY BE W.Stk=Al MJWVAN Oft 122' MA)0909 MILOW OR AW4 MI)SAN.USE Or IWKM ROM @ IS CiNPLETEVY OPTIONA- Lifon-wgt.-Vitf urte 0,1015 MEIAL Supky.INC. \yc N se Accordion Shutter System AoSnS.A.. RiCkWfVWj'CR-W/O'KV.WWW cam_ - American Shuflor Symforns TILUT TESTING & ENGINEERING COMPANY OLD 11-12 E . c. 3 44� W%V%KoU CAM(As.ROMA 1 AssociationIn ORAWING NO Was. Palm Bow,11. F" 3340 A, Wit 11.0r. P.E. S .star y SHEET 5 0 2Q- f­0NCKIf.ANCHORS �'OURkl Cq+Rzqcrr POURED GA WN(;NV IT'KOCX P<w)Rrb (WE SCHEIPAr�-ll REOUIRCD Cowlw."M.. j S'4EEr I.tj 4AUVt CONCIVE CONCRETE,ANCHORS (SEE v,'"Emax C womm 'N I V/7/4--20 COM:RETE,AWHOMS (M w6mm @on I"Vis 0 12`ox. )fx (4M>8f#r__ ." / "94EET 131 1 1" 'x f_/Z' LO f Uk(*v.jNE S WS 7- OP-nON4. -opilow z L "OR set.SCtIrwr ON S'laT 10....... 1. wim ONO— cyt"11#4" Apt,"A'PARIGION TO�PA% 04 2*11 19 .0 ; wa wAqAw"in CLASS ' "($a s042mc ON SHEET 11 fyf-rlw 1 HV WALL HWER HV WALL HEADER IN51ALLABOW + MYMME f.)MINt VIN.1.1IFFORUION to QA% GAASS--� (SIX�;Chwolr ON"I'VT 10' UKsn+a N rxgnND___ MIN.SFJPARATI 14 VO CLASS LT VE 0AX S4 M. U001;wkv it)- '0)A. - EX15TING • --Y'IJOf4AL 1j4 y777 1—IR e4 F`I VEDIRI:ON W/ JIA'­-�O KItj 0 t?-0 C, w.TR4 TRUSS HEAD Err.ANCRORS 14FAD WV-UKE S(MWS UAt F SCREWS US'Nl RVIS5 7 RI cow';R T7KRETC_z SNEET 1.71) A..hpliorts fAffs 0 12-O.C.ac:� (Sr CA I ..�ItErt,13) K.- "'Er' OR(XIAMplE Kr" OR aoimm "C CH RfOtwLL WALL KOIJIRFD`�� (elEr.SCHCWLE ON Hy WALL SILLM214JAIM SKEr )4) HY WALL SU JNEAUAUN OR PON(MVE UWCK WALL REOuRp.1) HV WALL INSTALLATION DETAILS W1 4 FOR rfVt.Q.SM"OR I vvirmia. $a"At knONS OF USE Cfi HV BLADE MQJKIINV 3CCrr0*tS CAN GE tOUMUM wraFICAYRINS I�of, ASSEMBLY 111,10c,v '*jEEr fq 94 AM VA'j TO SIM ANY IN'ZqlAV04. FROINMA BUILDING CODE(Non High Velocity Hurricone Zcno' A.114j; 0 201.5[ASTERN 4F UAL S--MY,OX. Accordion Shutter System P..Kv.WNM BL� American Shutter Systems NJ otscwmm VVI: TILLIT TESTING &MINEERING COMPANY Assoclotlon. Inc. OLD 1T-15x 11 ww ' u Sat'..lUAIv_.A�Z�S� '511 DRAVI-DJG No ....... -.0;fill—ftA-1. ylvat FIfIlIll Beach, Ft. 3340-7 15-085 ip ONALE #0' WLTM A.lhaT J,.P.E. 4 It SHE'r Pk. IF 6 OF 2Q istE%cj,j:rAjtjr.os 9wzxr ij) '6'w 9M r WMQUI E w9mv Y, Qms'v .1 Ew.;IWG APMCA" MW > 0 W.'(7 C., POURED CONCRETE MWO)Wj M-(g. 4 t T' ANWOR ....... --T -44Q(,-WA"R• 44�1 9 12'0,17� j0(J--0E-- ON 5/6 1 K041 RATvrtn.lcair. JO, 'JAN GCZ oil SLAO If 4, $,An AM.iCAM: OLASS Cr IT APPI, silo w RAT HEAD CONCRIZIC Anow"; C (SEE 50101AK ON SHEET 114) RECTUM fd'.QM OR ,,..nA(UEAD 00W."M ANCII01IS Ma" TIMM (SEE (10 vir.F.,TO 'mum-, ED "j)HV WALK—OVER INSTALLATION +7,,t16CINLY VOR VP TO WIT), -7%PSF A.S.D, DESON PRESSURE PAMW FVA$PAH1$PM SLY CEILANG INSTAU910M 0 HY ELOQR INSIALLA—TION t WIWtI . ....... ot ........... F:ttCET 153 % I v I f tm V" 9115 ia 11) 111'..IAW Ii'll M*Z FMIfWW 1XV0N,MIK-M W1 CAWTINC _4 W MAY "V 11) Q) 11"W 0 A=,W4 e FOR VOCT L"a TOM f 17' r MAX. MAW 'K MAD K J. r-1 J LQMS/4'HL W r C.. -q tl ICS) �'In RM MADJ t 'A 1/4!*f-20 T, M.S� GtiN^ Me,, -91�oz • W/NUT 0 sNEEr 14) IM 5"J'm- 7 Inu Mett'PAIK 0-o' WOO r ��'C or. t5l AD Or f r y1, ITT CONICRM ANCHORS I'M NOW 1"A(b) A. ApPLr-M 2.1 IVAMMI) rIff NKITC 13(b) 71:MOM $toff *4) ...vA. KEYSTONE "No�"LLAVQN ....... PrWWD tqrr.suwIVILE ON 014 5MLV I WWW'D rA)NM(nC--'\ art COW;Rt ()if 10MCN-111:ZLOCiX A WAWIM"D.I)V�M PV M' 0�1 y WALULOOR INSTAUAIIQN HY WALL WALX—QYER IN21ALLATION 4VJAW WIM"NAW fr-e CJ)NV RAiNGE) i S7ALLAIIN t lKs wuALLAw"wLL tw. "CV 40WACTLE WMI I'DIMR111U) IKAIS 01"liSE,VOR ADJAMW TO AA OPERME FAT UN -if lZrIl'A'10MA111116 V4F.F.T FA. t�'l ON�Si 19 &MMIPLY BY BLADE ,UX fAIIIEEr 4 IDR SI WIN 09 FMIPVXE 1 1 INSTALLATION DETAILS W/ T 2-MOUNTIK.aXrK SEC. t!.IN IN' ON ANY W&Y_30 Stir A.W NSIALUMM rLOMA BUDING CODE Nor? W911 Ve'(1vity Hurricane. ZOTDII� "IS EASTERN METAL SUPPLY.iNC. Acoordion Sbutter System .71. , C 0--im,, M.Y.13L�41 W/- -W/0-KV-WNM-BUZC---- VE A.S.S.A. CIR - Am arltan Shutter Systems IIWT TESTING & ENGINEERING COMPANY Assoclotion, Inc. a 'All 11-192 &W,rx Yom-g'.aW. Wpt.33OA, DAM 4/13/15 IWO, Po"TT Hw)�'h' Fi. .134 r- TO ORMING No West 01 'p, 0MR&111,0 J, i. 15-085 4 7 OF SEE END LS ON S14EETS 10 & I UWA41.KOS ),IN LOCKS Q4.1 t�,) INSTALLATIONS W1 (J) HV W.n:r 014 ON 1�"'FET I�N EXIMINO OLA�� W1117.MACK(ITAA hNf IS\141-)IWA AU. BLADE )N_l HY CENTERMATES —ILftAM$-WUCAM4 MTN 11,4DE(O OR SEE GHQ WAU EX61ING rl_Nit; Omits QM SWR to 21 14_1 til1(?) @-&07 103- .... ....... ............... AMC (06 Teum 5jt4q ." 'I — 7 114*0 TAPM I §&j� . AkML /;) /,- J�EYLT AT M&M _$ MIN,J� -UN T -!i 'to CLA!z Y I to O'C MAff, At OC AL. wi-11 1 09 SKIT 10 5 ..... ...... (3 J; BYR HVC HVATCS ._... Vxallflui CLAW, co"-Cle ON 4pryR6C ORW'k VIIAU gr 0 0 IN,�.CPARATIOH TO C.LMS, r5 (SEE SOWDULE, ON*M it) "LA 8 au .......... MN S 19) 0-0.@ FlA7-1 .................. .......... 01'.Star,, It) _Cl PA • X"5N HVE B—VF** HVD FLORIDA BUdlkN6 CODE(Mon High Veloci!j Hurricane Lifie, 0 26T5 05rM•WVILSWMY,W_ 13E Mv Tw IM Accordion Shutter System AAAA.. i­LV4 MADE#1 W/CIRV/0 Kv. Amedccn Shutter Systems TILU7 TESTING dr ENC114CERING COMPANY Assactation. Inc. as I 1-.!!)2 !�13115 rML 4/13/15 _ 4268 Wvs(rood,'7 Dr;vk' I; West Porn 8"Ich, Fl, 15—Q5 wAir_Lu� Ci?. 'AkWINor Tq9 ril A. !:4f is __ IRf3J CONCRETE PONCRE OR POURED CONCRETE A OR CONCRETE 01 00-14COVE CONCREr,OLOCK WFS?, OR CONCROf ,v K(N)WO 64MK WXL kqJ1!w 77 "ve"L R`Ovt` MtWic WALL REOviftEp > 4MSS EXISINO GtASt W-KRETE ANCHOR UISTIft:C.'LASM WA,/. FAMOW, Ss > WK WAAA1'KV IN SE;�AAWX TO(AMS(,q-T To _;�W-QASS-4W-- salfrol,ON 2"J 1/1 wm. ON 19 FOR I VVAE ON Sta I I YOR WOV-(DAN (6063.... ) "*""- . --Ztt. . (LOCATE At ................ ALUM. CLOSER '" �4 I j (CR BOM O)AW .......... KATT.%D AM 1/2' At VIOICH V i W, ....... or J-4-UX I-OR'?.'MAX r flux (AS AFPWAa1.C),2*.1/G*.Q'-2* 112,e$O.C. ...... ALUMNfA CLIP)AT „-.._„„.-..„.1,.. (009.3-10 ALLOY)AT .......... Wt/4-0 TAPCONS ANWOPS TO (1)pax)/7-S.U.s. To(Ra WALL AT I-O.C.(LOCATE AT SIM CONNECTION amaq S%*..OF(D) SEE wwl.X fOR.1 (6OR OR mw x rai OR 6rc r) TO TRAM UA'7 CONNECT.*” rCC Ix-ft.x ro&l to nViCKS 1 SIDE WNWALKS-DON 0- L@-07 -0-0.0-0- -@ 0:0 END QDNNE.QQN DETAIL3 END CONNEUION QUAIL 40 ,KHP–CPRWMQH DETAIL(1) EN ONN&WDErAl LW WWREV OttY TIN WIMS ORENIM PAM -POURELICONCArEOR >,(A EXISTING /V' � CONCRETE MCCA WALL UK '0' CAASN, L......... ...... e �-_-—- , TO was mr IAN,5ETIA15"ON y 'lg Tz To CtAz{wr > CR C!t ---, 1 -1- -(D 10 5CRU"I ON ! OR I FOR UAM CONCRETE I/p, W1.9 'tle 11 ,)f .:............ AWW. -71� rt"Em t-77-14 I .—I-11-........... -2, ON SnT 19 RAOM 0A a a to U.C. -I- -j 64 � > CC. -- OR I OR +SEC�bl'All".0 1 OOR@OA 1, OR(DOR(E) MENU atAnE ON"� I 5 RJAN (D & R DETAIL 4/ cC-jCflETj: OR 0 (W I G-e 07-@)-0-0- END INSTALLATION r-Cf4CM -30 C CY WALL 19:0 t 0 — (D(D-0-&9* 1)HY BLADE 98 jA HV WIN12OW BLADE INIQ 0-@-0-0-08.0 CNCRE E OR COMBEIE BLOCK WALL. END CONNECTION DEIAIL50 CONNUTION DETAIL FLORIDA BUILD (',{)DEion High Velocity Hurricane Zone, 0 2015 EAMERN WTAL S1,0PLY.1W. AW—, ­ Accordion Shutter System co Wl.(A,.W us -7 IkE . ........... TILLIT JE=NG &ENG(REERING COMPANY American Shutter Systems jr4 U4 'At Assmtaftn, Inc. 11-11.4Z STATE OF '.c GHAW!NG No .7 i I I J, 4�7�Wq westroa& Dr;ve t-N't F- (-y15)-1-" Wes', flo� Geae;, ft 3:5407 15-085 6A A DUO�.P11- IWAfrA' 44'67 10 or 20 a0wax-11 2QUEM&Liz k(A)(JMVM SHIMM SPAN-; -Li.- OR -77_' MAXlUtOM SHUFfEN SPAN* 'L+' IMUM SHUTTER '$PAN*'LIr' (ft.). FOR INVALIATIONS W/vOR ­- (ft-) f-OR R -L--(ft.) INSTALLATION%, oror %V5,rALLATIONS W/ CONCRETE & (1)Li�MA"�Dll AI.I.DWAU111 SPAN POR A V414 It T !a TriJ M MAN�;OFY WOOD POT=K A.S.D.OMVN PRESVRE R47IN0. W/ONE �4,v� LOCK or 1*;Slv� NE HIV LOOKS 01, CK ho LOCK (3 W/P40 LOCXINGIO 4E 4 go.ALLOWMXX 5PAN FOR A fiTvE"KCATwE W/ NO iX Nf. RG S NO LOCKING WALL A� 0, C, D. E� N. 0, 1,1, 0� A-SD.MIGN PWSSVHV,RATING, RAt0ts"� 4& 50 crNTE1 W/ ON[ HV 5 MOUN11w, F. K &L R. S, At v L L -ti 10 FOR SCIFICIM (SH NOTES SkEET 7) ROWLEUNG C, H, 1. 11, j T. tj, W Or X WALL MOUNTINGS(TOP/RMOM)OR FLOCR/IXILWk 0 COWAM MOUN"NO & M ge��'=L A=4 w tw� otmute kultitim wAN FROM scKotiLE, WA4L►wwlm� atCP.s5 �P� GK14 A NMTK&SiX DESIGN PRESSURE PAIM, I.Oft It 4 "qwM t .......C,1iii I. to) 0 UAVULI&I SIfUrRYJ SPAN OR V,-flak JWTAkIATION%WO WOOD C44AU BE uMft ED TO UNAL 0=VJM AtLOWAV-E SPAN IS E011N,TO IKE ;,O UR LM IW-0' 16*-0' IDS f,-J.45.0,DES"PRENSURE RATING. Jg[lqVjj I)ETERMINLD SPAN 0r.W.JVJ -L.--AND IX-10" -53 I5I-21 IW- 40 jx-ko* IV-t9- 40 Is'­7, (3)PROCEDuRe.TO DMAYINC MAX SPAN FOR ....9•.-2'.................... ty/FLOM/cEntKill MOMD145; t HV tt.01#4611 CF14(UdMtF#3 W VC U?F�11.,Al A�(] VOUBMTIONS IN(JOVE0 WALL M"r4VtS NKWNT1t4 IUSTALLADONS. LOCKING$9F(;(PAA SO ...Yrr n ,rO • I'v-I' SHALI.OE XP INDICATED ON VANLW?ArY CogaMON p FOR A ajulf FOSVTK AS,D.DL9014 PAPnRE' NO(C fk."CET S, I—vr if-4 GO w-4, 11'74*__. 10)-2* to RArNW ray iw­;V_­ii' �" ­W­.-T ­ 1- OCKIRMIlitt to*-'(), LGz!R*_ !P". Tm10' uo­MAY.SPAN FOR W41 WX)NnW,INSIALLATIM. iA- L?f!A MM.!"PAN Felt I`.o(W/CnIjNC MOUNTING 75 175 ttlEXCtP(THAT MUN)INUM SJIUM-k SPM 14-(M INSIALLAIRONS. VA41ALAI A.S.D.MI.AW,M%M9tE IW$W,ICP _MR A GWN NLX;ATW A 5.0,DEIAG14 PRL,INTO(0401M.Got CarAM, ROM MING! ------ IML W,IIWW AS RXI.MW 0171004114r.; 7;i• l- CONNECTIONS TO 9f)(11TONE Moutinw. —05 - *$,_,,:.-,..,"0"....,-­-, " W. tj-_WVAN FUR WU WOUNTI�4(WAIJATXW� _y 13MI70 1-0 +64,-72 AND 8'-0* SPAN, SfT L2-.M.SPAN FOR 1-66 W-IF­-F17 a, ­'i'r4� MOUNTING ON Swir 7, INSIAUAV111 W-7' too -1. V_�_ ... .. ...... 110 AU..QwA$U SPAN IS FO(IAL TO 7HE ....._...,...,.«...._.e..EL-'i NIMUM BETWFN 'L,-'AND%7-' • SEPARATION TOG CHHEDULE w 120 W_a* CII-11* AROFOR SMICULE Willi FWA, 1103MLM —125 • cPM AND tor. A.13b. AN fr_l_ PRESSV7 RAGING TO OMNIUME MAXIMUM AW30R MINIMUM "'MM WIND ZONE 77 ASTM E-1996 SEPARATION 140 7­ ....... 01, 10 GLASS W _j" ................. Ts......., I THRU 3 jj�!to- FT 7,-0. ............. 170 6_9 ....... . ..... 18061-45* Is$ 85 v HV BLADE ............. .............. 5. loo V 4 4f­27 200" 205 FLMDA gwiLUDI Ca Am Hi2h voilvCi!j Hurricane Zone' 0?DIN 015IMN METAL S~,NC. 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NOTE3` 14 I2 D.S 7 9.81 S - - 14 12 8 8.5 5.e + - 1:5 9.s p 8 ". „-�_ -• D,1)mmmull EMBF..OMENf INTO L'ONCRe7E moCk Dr uPmm.LI LIE TAP WJ GAt`ANCd10RD AND TAPPF51+ ANCHORS IS 7 t/4"AND TAP _.,,..._......_ ._ ....r..,,......_ ....-C....._.. 1 N 51 9.5 7.8 B-- - 14 12 fi.'j 4 eA ! -• lY "1 p 6 W 4 VAIN ADAN(ND'fFIRFADFURY TEC4NDI.Of1Y ANCHORS 1S 1", id 04 0.9 0 14 12 10 a ab 0 '14 I2 1N K '5'-Z7- 9•_0' f4 t2 1B A 8......-...-_ - f+ 1] til -0'!5'4,8 - - ��... to'N.9 T ;AS 1 Q2)Y0/1MUY ETARFUFAEHT OF t/4"4 Y 3/4'AL POINR.5(M.lD-`•,ET AJ1L'110175:NV.LI K.RP111E,Y ENB©D[0 IN10 ThIG OONCRETE LNdN.'K.li0 .14 f I.5 T.b. 8,. + �• •- �- 1♦,.,11 1 0:8 S JA,..-�•.,-.� li N p.B Ti,Ki, ^' - FJISEDMENT pRTU SIUCCU ffifAll.f1E HF3MIITEA, iJf'4-SO S.S.!NQ(7FaE SCREW USED SfMl6 BE 1 1!2"IGND WMYIJEI$FIOUIJ)STUCCO _ 14 12 8 B� +.5"M - 14 12 21.5 •7'S9 + - 1• !0.-7 5.5 8 +A -• - EIU5f,AYO i•YSNWUY FOR WALLti WAIN 4(1 b-ILNA:'U. 14 05 BS 1 'F+ 1., D 7 8 L5 24 H 7 68 ........_.... ......._...._r,..-... _- ................._...... jfS... - - - 14 Al0 9 7,8 •• - - 14 12 iD ._0.,.8.5 .d....-.. _ H4' li 9 e a + - e.Jl IN CASE THAT PRECAST STENO,GH 10ST CON(:REIE AIN SS.CIURPAVERS.OR ANY VENEER DE FOUND ON THE GE ENO WALL OR ILOON, 10'._0•.14 ,.. .^....._..... ......_.._................._......_-...._. - t4 205 7 8 Js = "^' - t�a9 fI_5 3 + s - = iO 7:5 8 • S �� ANCHORS SFWl BE LONG ENDIN94 i(I REACH THE MAW SITKA•TURE BEHIND SAID NAI,fIN15NF.'J.ANCHORAGE.+HAIL BE AS pfDICATCA Oil N 11 7.0 SS •- - I- !+ 11.5 8 8 5 - 25 9.5 p 9 4 4 - NO7E5 QI)k 8.2}7tfIDYE FOR BiSfALiAti0N5 ON V1NYL Sf01NC OR f3T5 WITH OR w17/NRIT METAL.S(tA13 faOFtSULT THIS FNGB(EFA. 0.5 a S •- .^ _. ._ .. 14 12 4 0.5 S3 4 - ._ 1:5 ,0 0.6 5 ♦ ] - FOR INSIRIATION WO EIFS WRIT MEAL,SIUOS SEE SNEEV 20. .�..T1._16........ ...�..._T4...i2._$1 ...�,..If _ 1♦ iris 7 53#3T33 1 t'-D` .e __ ._.._.. ..._..........W...__.. {C) ANCHORS S iN..L DE INSTALLED FOLLOWING ALL OF PIE RCCOYMFNDATK-44-,AND SPF,Onavto S OF TDR ANCHOR'S YA,•NIIFACTUI(ER 9 D 4,0 ♦ 3 - •• 7 T 1X 3,6 3 .. .. 74 {D 7' •• - .. ._ - 14 10 7 5.e 4A I - - 7.5 Cis 5.3A 3.74' ._ , 9.5 '1 �•� _ _. ... _ ... 14- 1,5 73 6 6 .... .^ ^Y 1T 9 8 4S 4 - SEC SCIfEDU[t BELOW FINt EDGE DIST t. 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