Loading...
HomeMy WebLinkAboutProduct Approval i A- -7, ' a ni3,,w.L.s.. ::«s,....�r...,,....w,a�..^�`. ��_......u-'.=.a.��,u�:.w..a.�- �'•mi�" i fes`-`'F '�"� �'v::._i;ida 'p.t;iiv�rir'' BW Home log In User RegistraWn HotTop1cs Submt surcharge Stats&Pacts Pub&atbns FBC Staff SM Site Map links Search usines. K� Professional OusElt:'Product Regulation Product Approval Menu>Product or Pmicatbn Searth>Alio!mtbn List>ADDlation Dotal FL FL389-R7 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature BIII Feeley Irodriguez@easternntetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional�nglneer Evaluatiin Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..TIIHt,Jr.RE. Evaluation Report Florida License 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 Cheddist-Hardcopy Received Certificate of Independence FL389 R7 COI ASSA INC CERTIND HV3 14-0428.02 DRWG13-031 Odf Referenced Standard and Year(of Standard) Stan4a Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R7 Equiv LETTER CERTIFY ASTM E 1996 odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/05/2014 Date Validated 05/05/2014 Date Pending FBC Approval 05/06/2014 Date Approved 06/23/2014 Summary of Products FL# Model,Number or Name Description 389.1 I Bertha HV Accordion Shutter- !Extruded aluminum interlocking blades retained by tracks(top and bottom)for I Blade 3-(Non-HVHZ)-Drwg storm protection i j 13031 i Limits of Use Installation Instructions _ Approved for use In HVHZ-.No FL389 R7 II ASSA INC DRWG 13-031 HV3 NHVHZ.Ddf Approved for use outside HVHZ:Yes + Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes j Created by Independent Third Party:Yes Design Pressure:N/A IEvaluation Reports Other:Large Missile Level"D".Max span Is 12'-7"far IFL389 R7 AE ASSA INC PROD EVAL REP HV3 14-0428.02 DRWG13-031.gdf 11 j 35 pe positive ASD load and 13'-0"for 35 psf negative Created by Independent Third Party:Yes !ASD load for one specific condition shown in span j !tables.Max span versus load varies with Blade 1 or Blade 1 and 1A working In unison,as well as existing 1 i structure condition.See sheet 5 for schedules showing I appropriate values, 1389.2 Bertha HV Accordlon Extruded aluminum Interlocking blades retained by tracks(top and bottom)for i 1 Shutter-Blade 1 Only- i storm protection — (Non-HVHZ)-Drwg 11-192 Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R7 II ASSA drwq 11-192.odf j Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i 1 Impact Resistant:Yes i Created by independent Third Party:Yes II I Design Pressure:N/A Evaluation Reports j f other:Large missile levet"D':Max.Span Is 16'-0"for FL389_R7 AE ASSA Productevaluationreoortdrwo11192 rdf 30 p.s.f negative ASD load depending on centermates Created by Independent Third Party:Yes i and locking rod configuration for the HVi blade,8'-0" for+64,-72 p.s.f.load for HV blade for Keystone ; i mountings 7'-0"for+75,-75 p.s.f,for metals stud i 1 I mountings and 8'-0"for 110 p.s.f.for HVi and HV1A working In unison,See sheets 7,11 and 20 respectively- of Installation drawings for other spans and pressures. 1389.3 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks(top and bottom)for COMBO-(Non-HVHZ)-Drwg storm protection j {11-194 I Limits of Usev -- f — Installation Instructions Approved for use In HVHZ:No FL389 R7 H AS DRWG 11-194.Ddf j I Approved for use outside HVHZ:Yes j Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes f Created by Independent Third Party:Yes Design Pressure:N/A f Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD ? FL389 R7 AE ASSA Product evaluation report drwq 11-194\pdf load for Blade 1 and 18'-0"for Blade 2.See schedules Created by Independent Third Party:Yes on sheet 12,25 and 28 respectively Wfk Contact Us::1940 North Mom@ n,"et'Mla isee c 92300 Dhere•gS0.4g7-1824 The state offUrida Is an AA/EEO empb � yer.LorWft 2007-20 3Stateef Flortta ::g&gp ::pccesgWftM m,a••a .ldsta _ t �..went Urdu Florida law,emal aftesses are public records.V you do not want your a-mal address released In response to a public-records request,do not send eleclronk mal to this entity. Dustead,contact the oMce by phone or by tradtbnal mal.8 you have any questions,please contact 950.487.1395.-Pursuant to Sect n 455.275(1),Fbrkfa Statutes,effective October 1, 2012,licensees licensed ceder Chapter 455,F.S.must pmvkle the Department with an emal address If they have one.The emacs provkled maybe used for official communication wth the licensee.However emal addresses are public record.If you do not wish to supply a personal address,please provkte the Department wth an emal address which can be made available to the public•To determine r you are a kcensee under Chapter 455,F.S.,please click b2 a. product Approval Acoeptst Ny'l:D Wq ..QEYi E5 SHUTTER LOCATION AT COVERED PORCH. 1 00� 4 k PAUL WELCHINC. -----—-----— -------- --- -- ----- MECH-ELECT-CIVIL ENG. Golden Shutter Installation 1984 BILTMORE ST.#114 9650 S. Ocean Dr. #409 / PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. Jensen Beach,FL 34957 _ = FLA REG N0.29945 JUN 1 71015 INSTALLATION SCHEDULE Unit Wall, Shutter Shutter Shutter Storms Anchor Header Storm Mullion No. Pressure Width Height Span Bars# Spacing Reinforce Panels Type Inter/End Vert/Horz Req'd Req'd Bolted PSF Y/N Y/N Interior End Top �� Ct St �� attvm 7Tnteriar End TOP + ottom Interior End TOP + Interior Bnd TOP + ottom Interior Bnd TOP + otton kftdor End TOP + ottom Interior End TOp + ottom Interior End Tap Interior End Tog + attain Interior End Top + ottom , InteriorEnd Tog + ottom Interior End Tap + ottom Interior Bnd Top + ottom In�Elnd Tap + ottam Interior End Tag + ottom HS 9. LVItt/ �!T wuloll 31VU/ ifil 3'd 1110 • 3a +r 11171'V MMA R�l��\�'d0(�lp�/S Y- LOKC 1•I '40098 wlDd 1S9p( um.1pn�n:p w-. %% '�i J> 9 9A)Ip 6PDOJ)SQM t39Zf llsl-leg(=)t Rod'OL'SI-!L9(9or) •upw alvD It a c90-11 mo ' sw WHOM VX zu:djL roul aft �l oIWIu oo ��►+Ydwaa VDWU oNia3aNlsrla sHlis liliu g 4L M WH o/M W/M )IP awe H � ������ S aan�IS uotp�oo�� 1F v ��.�1..'.L. N . AH yH.Lv 'A,ddrIS WM NH31M.l 109® ump 40010A y IH uoM 3001 9NIQ11(18 k101U '11 03Wd3Hd 1VHL MOM 4 WNLOW 1VN016MnUa 3141 dD 3HNVNoS OW 1135 lVN 0lIdD OW 3119 3141.We 1TVH6'0'3'd 51141(0) WU SOMMVW O1i103d5 US 3H1 MU1VI SI141 01 UWnS TfffM 14331410141'03'd 3H1 01 N33N&a 03LV03MG V SV ONUOY'01400314 d0 H33Nptil'03'd 3141 30 350 td3dOHd 3141 HOd 31B5NO�dS��I 38 T1VA OHM OW 103MIld 3141 HDd('14'0'3)00003H d0 H33NIDN3 3141.3140038'nK HOINM IMHOW W i133NI91,13 031131.51039 VMVO'U V A8 03Wd3Hd 38 TNHS W21POW OUMdS 311S(P) '6NV3A ANY A8 03N3,'N A ORYANI allMSNDO 38 111A1 lYTd SRI(d) *mni8lsNOds311 S,vCIOVmw 3141 SI 3LIS 1V ALlm NoLlonmNOO 1143/41.1000 SIH,ND03114130 SNOW NOO 3141 RM3riK10 JON 5300 3HS/3H O3otA0Hd"07d SMNO MM'lOIl00Hd SRU.3O A13dVs 3dt1 DMOITIONI NOLWnY16NI OW 35VHDHTId'NDUD3 s 3141 kW 31BSNodS38 38 al 11W,DM MOD 0) 113'd 3141 NOW 3,VIA30 SNOILIONOO 305 3H1 3M M•ei 11O3rOHd OU*3dS 3115 V HOd NOUVAN001 301AOHd ION 5300 OW CRON30 51 N33NlR13 SIH1 A8 mwdMw'03•d sWl(0)'Cl 3H3HM AOIIOMRW 3141 AS 0301AOHd SNOUVInM DNNOZ ONV ONMn8 ANY MCI DWVW SIH,NI 031VDIONI SOUS N1YM AlMO3 11VHS NOUYT1ViSN1 S,Nalw MUMS NA.I.03WV dY 61 11Lm'L{ ST1A1 ONS T m Voyl3O NOUVTTVISNI 38 TN96 131111 3140 3000 ONIOIVIB VO1HOld dD C9SKl NOUO3S HUM 3ONVOHDDDV NI H3ANKSDNOG�WV lY NMV701 318WU 341 JD 911*SSA klaVA V NO ally 139 1MIS TIM S.HAWU0Yd11Wry 143111415'II ]NOW sm MORE XR -f Ism OW SUVIPMUM ON OW AN TTI 3S=Alu3dDw Ism'SU,94LO NO'IWKU%GWAO 3MH SMWJ M 3MIOItdlYRi d0 SoolMd ONwna:31014 ONtHWA1 HM30Vld 3 8614 VV NI M 11pNM'N3,M1NV AN 1w11 15111 Im HmDl NDUVA313 U311IM15 "cv L NOSf9UN1-NIN8/OHtM IN3A3Hd OL WOMB 3H1 H,Mt 10WJNW SnonNUN00 M VMN 9Yd njoU.'NAM HORMA mm UyjOdIOD 143 nW T1 MM-MOURM AN ;9 9W -XM/TM OL HDMMNOO MV110HOW MUM 3UMI OL 03iM41V-39 OI SI H311AH5 MMNA 31:111130NLs 314,30 SS3NONnOF39L 41RDA OI H IMUNn 3HL AD AUIIBSNDdS'dl)-3141-38 TN49 b fi ONI'A1dd1t5 111311 OoOM'X 19 LL-L SiNJ30-NOl=NND0 ON3 WaLSO 01 03=1 ULvsY,9#1N31Vd-wn AS&W NI No TWU NI'Q3113A00 3W IVACVddV 5111 SO SIA0NOd DD'g89'OLL,9#IN Wd'SIA V SUM IGISAS H3Un S.N010110D9V'A•H VHILM SELL'9 0001A'X-S SWI30 NOWM.LSw -M W Cl '1.1--NOSH M-DNDIHOAT' Of 0-la V{8 AN OOO/A'!I-N SIM310INOLACHVIS10 - o1.0NY 9i'tl'[iz1 I O 3"AH ISd1oLLYJld103ds NOHOMI.110l-61.33145 DNNID-iTOd 34l 335'L DOOM-:MMHDS WNW %Wal13 ain NIIIOMA 1M SC HLPA'11115 MMNNIS 5311435 9LC 00 109 ISN HD"TiUS 03ZNVAIVO LOC-V NLSY 38 OL S1I011'9 X0018 V 3L3WNW-311103HOS WHOw ROOM O 313WNW-311103HOS WHONYwVr'IL*Z NOUM 3=ONIO7A9 YOIH01d/M 00 AldNTwit OW XOOlB 9 31.1117140.7-311W3HOi www 'H1D93H13 31151431'NIA FN 06 ONY HIEWHLS 01311 1,191 MI 09 HLLM RIMS N10 1134 sV m=mew 03LVOO IWISMS NOW111:102 W SMMS IW 91C W fM MIS SS31NWlS 38 Ol SM31105 TN IS s3vvl MIS N111O1" HDd NH L'9C Ow PN O'OC SI Am 91-COOP kW H1Dhmu aim IIRARMA T CRY L&MRS NO 031V=Nl N WJM OW ADTAI NOUVOOSW N0N91R1I 39 TNHS SNOISNLLKi mvawmTIV Y )001B/31311DNO0'9-1 SlUMO N0003NNOO ON3 03AOHddV AS MILMOVdflN01 SY Ir315l5 WilVQ7 013 ,ANNMt11�138 RM No MlVO3 330 1111VHS P#WA dMMRd H1D 111S�SN3101 091 aSFG=W��Oi, 4W 0001 NO MMISIDSM3WA 1331SWSowvw 9311WS AN 511130 AN 31MH31N30 53ROS MIAMI JIT-DLt'AT3AUD3dMil,5L'IR*lF ONV.SL•ZRtI 38 TMS SHIM 01 NM103UW 1Nfl0N 1031410 Wd OW 37 onld 530118 1V 0351.1 (SAI3HOS All)6Nk 140 'A H YIiODB'C AH 5!14130 31VM1[illf30 X0619/313HONDD 111-0 51N130 NOLL 1 ISM Sl 133116 NO O31VDIONI 3sn d0 sNoI110NO0 OW SNOUg1T11 TAMN30 3141 03ON11 KM HOY3 HUA1 Nowa NI XUW Dl 03113MNION3 3W 0 3OV18 MOONIM AN OW OWVT8 AN'L )10018/313HON00'J-V S'YY130 NOWTNISM SHD01 NO MON IP NOLLVA313 U31111H5 TVDIdAI '10301011d ZOZ SYl Had W 1111-10'9;10#OW A1ND NDUMLOW MM(C'g•1 53NOZ OMM.'a wm 37Ss1Il)-9061-3 ONV 9891-3 Km Md sY 9D-10'9056#0 30Y111 ADM m- CnSrJMdV MEW 316507 3DWI SIWOIONd COL N W9 '109 SVL U3d SY 01-10'0991#Q(C A Z'1 53NDZ ONIM'0 1MM 3115611)SOWOWAS 9661-3 OW 9991-3 NLSY 0141 SWO0,011d Cog-SYl ow m-sill'Log-syl Had sY I1-lo•OLZO#MdY go-,C,fODt#'co.I Ttlof'ro-lo`+Iwf m WM AH- . 11130*OONIM i 30V7B MOONNI'KktU SlHOd3H 11Y tt-9C Al8N3ssY W411 HS 1VDIdu Had SY 3000 03NOUIL317 MOM 3H1 do Z't'6091 NOUO3S U M 3WVOW0OV NI 03LiLH A N33B SYN 11701 lOYdIO 31155M 30HY1 OYI ONPA SW AOYLIIY3OY S.ku=H3LUIHS NOICHOODY'A'H VRiH3B SLN3 LC-IL SiN3NWY400 P[315AS 'COM SU3N315Yd.4D NOLIMASA WJ D3sA sm owl-cm-cmH0131/d NOILV11f10 OMM V'LflA3AWH =ON 1431430 1/ '661TYt1 OL-1 P 1430 you M 03514 ZW SVM SOVOI ONK HOd S53ULS 31 MOTTV M 3CMDNI X CC V' ON MSS3WZ MO ION MM'031631 SY"(17d SM NO S90HDW 0NY 9LN3NOdAW 1VH1 ALRDA 01 LMIJO NI S310N •OZ 11 81 '91 't1 'Cl 11 'It 5133H5 NO mirmaM smvd 311114S3w NOl=(O'SY)'XVA A 3571{1 3WdM3 OMOUD NI PO A9 Fl*U ONIAIdainill A9 SOVOI ON4l NOIS30 M'SY 01 030110314 1SHU 38 TNHS 01-L 3OSV Had 03NHQMM SOVOI ONIM NDS30 31VNU10'WILONW MM 3H1 AdJkGA Ol 1430140 M ' 'DZ It Sl '91 11 TI '91 'It UMHS NO 03LVDIOd1 SONUVH 3Hf16S3Hd Noma (•0'SW)IIAt9XVN 391 MOM ION T1VHS OM/0111 0109 WaN11 SNDUVIWIW Hod 01-L 3m SNIsn'S9'o-PN HOIOVd AuwN0UO3H10 Y mvA 03T115NI 38 'R Al UUMS 2mHM N01LOI0s11111P 3111.A8 CUIL10311 O3a&ONIM.DILVB V HDd'3000.�,UO3NOUN3N 3VW 341 d0 0991 NO=S Had sV 03w4mL10 39 T'AM16 50101 MSM NDWO YOIHOId 3141 d0 NOUg3 OlOL 3141 HUM 3ONYOti00.71 M 3DNVT1dN0D HOd 031iRM N3N3:3 WH('07d)11�1�NW1v11prYAA3�u1MnODION l 1RNo Noms N31�S� uHS 311pDHHSs NolDMY ouo YIRL 3003OvHLM I ' YC31Y.7�/ r r.Ea wiow aaa 1MPoE5 10 Nv souo euoE '' ®I Iv sa/�ea sTARTEa COVERED UNDER US PATENT5/15458179 nwV_UNIVERSAL FLOATER O QUALIFIM R USE W/ „-' ,a. QUALIFIED FOR USE W/ HV BLADEQ 4plorff Uri :, HV BLADE 1 1�1/',WiNDOW ALADEM 6005-TS ALLOY AND TEMPER QUALIFIED FOR U(��E W HV 6063-T6 A OY,AND TEMPER ) *SEE LIMRATIONS OF USE OF BLADE®ON SHEET 19 6063-ie ALLOY AND TEMPER ,_ ,,.,. ,.374 0003-T0 ALLOY AND TEMPER 15 '6707 1.3 b .993• +#f 7�+ 4,097- O44 w 7 1.4WpAn ��yy 2�"� 072* P • QUALIFIED FOR USE w HV ®NV.WALK—OVER.TRACK ©HV AN, E taeaa..JMACK 0003-T0 ALLOY AND TEMPER URED FORREUIE W/ HV O MUCH-111ACK FOR USE W HV QUA�EO FOR I(1�JE W/HV 8003-Td ALLOY ARO TEMPER BLADE U1 ONLY. �0 �V RAIKI3UAA 0063-TO ALLOY AND TEMPER VARIE9 .,,.;_..-,mow.;, ^ 6063-TO ALLOT AND TEMPER QUAl1F1ED FOR U E t' L VYeFS 1.936' 6003-76 AYE 1 oe3' 8 .oe3• j: GOY '`-:�H< 670 <' 670 t.t156' • 670 41.1 • kr,,=i Q�11 FIV-drJUNG HUORR / F!D CEIII,Q FIEACERfSILL" FlEO FOR USE W/ W BLADEnl ONLY, QU IE 50 -TO ALLOF AND BLADPE 1�9NLY QUAIJFtED FOR USE W/ H1�BLADE 1Q ONO WALL HnORK/91 SEE SECTIONS FOR VALIORY.- 63 SEE4.SECiIDNS F(7RsGAUDftY QUALIFIED FOQ USE W HV 6003-TO ALLOY AND TEMPER 6083=`T6-----RAND'TEMPER BLADEUt ONLY. 8063-T6 ALLOY AND TEMPER .M!L x Y 1ta It COLPONENT A . 9 TT T2 x Y t t• 1' .om2• 2' 195• 2• 5'Mm. 1/e' 1/5• s• s• 090• ® 2• 3'MAX. 0.192' 0.192' (� SIQE ANGLES Q AUFlED FOR USE W/ HV ALUMINUM ANGLES 7'MAX. 0.190` 0.190" 9LADE© QUALIFIED FQagUSE W/ HV ALIFlEDB�EOR use W HV 60113=T8-ALLOY AND TEMPER 'BLADE Ill ONLY, ® 2' e'W.0.130` 0.131' 60113-T8 ALLOY AND TEMPER- 8063-Te ALLoy AND TEMPER FLORIDA BUILDING CODE Mon fli h Velocity guw ...............A�T/LC/ ' 02011 EASTERN METAL sUPPL' aBKWHA HI r I = 1L E C O 1f4c. A.Sm&A. Accordion Shutter Kv aADE p W/QR W/b N.V.WH /N9l�yj67 AmsAaan Shuifsr S oms x,,11,,, au * e* 71WT TESTING 6 ENGINEERING COMPANY tur< �OaIR� 1r Eva Ke 38M eu ML 3oA w1o�M a.6004 nAWA 33146 �IIQ• f OLD 11-003 tl/29 11 OAIf Pnaw 1(3041)_571-1630.rat 4(305)871-t631 4268 Westroods Drive 9 D� % 1010'." �' �� ®-ao067tw.64s C'° West Palm Beach, FL 33407 a ' P.� G\�%1I�TE Fw�RIM uk/4'vi167 3 SH 7. _ NUIt I�tPJO I iFOiENOED HOU p0 WWE7- 4._Sp t a4s a aou D 8+105 L 1�FioLo Hobs Sf ww,l,, WE)FAHRV J• 10 c4 paw "I's g" L ra r rPIA110) ���',� NV CE���A E��1 ____.— � •,ear � HV LOCK �.g �. bLY.ES� QUAI.In FOR USE W IN BLADE i k ONLY � pUlV TED F / d QUALIFIED FOR SE W/+IV 6683 TS ALLDY AtiO TEtiPER DUMPED FOR USE Wj HV BLADE i 81 ONLY ^- -^ BLADE Q1 de �1 ONLY. BLADE ld > vs: 6083-T8 ALLOY AND TEMPERrr ALIFIED FOR USE W/Hv BLADE 1 ONLY 130 a.Li. 'iLl" ' 6063-T6 ALLOY AND TEMPER PLASTIC NEAR 1" AgtD I.71r Ill, 1 4"X-20x34" e4 fullu "SERE=944+ALw�lBal mpa¢401120.AS WWW 1, » ' toft pRS 1w. 0 PLAN IRa•T 43.WTION W MALE ® Legg R rom��" LWK CE QUALIFIED FOR USE W/ HV BLADE 1 ONLY ® FE�� r OCK CE1�7Ettug � �- LOCK grNIVIRUATE � Uy ALTER$W QUAUFIE FOR U5EV 6063-T6 ALLOY AND TEMPER QUAUBLA R E . QUALIFIED FOR USE W/W BLADEQONLY QLLALIFTED FOR TO LO HN BLADEONLYyy/HV gIADEQONLY. GLADE 1 ONLY. 6083-T8 ALLOY-AND TEMPER 6063-T6 ALLOY AND TENP .114•. •..314' '7. .� 0.675"MM. na 1 +115•MOS. (t3Z1No glop soni11I P QUAL.LFIED FOR USt,,.W �FNaQLADE 1 hi A QUAUFLED FOR USE W HY BLAS7E 1 k QB 6063-T6 AEiOjf 1rND TEMPER (DEQ R UgEW HV BLADE 1 dtEM 12"IAN 6063-76 ALLOY AND TEMPER LI fps 1o8a/8y ie 6A t1Y1Oy TLMPRv 1.76 M 115 m. .. N�y un��y KI ' .• 114'i r, �iµf..iyiiii>t �, `gYAL.IFIEO FOR USE W/ HV BLADEQ,r k • ��� • .+"�Q "� 3Q, 6Y REGENT WWDIYARE!LOBOSE LDCNS SERIFS 7313 F100K 61Y1 �r 60AT-T6 ALLOY AND TEMPER2 r �I 1�*5. •� +�+$ QUALIFIED FOR USE W/ HV BLADEQ& 0 3 WST+' `Wl REtal�(RE 11 7 18" ACETAL HOLE QU FlEO FO1r USEWf HV BLADE FLORIDA BUILDING CODE 01Ti h x4loci Nut LLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR USE W/FiV BLADE Q - F 01011 P.►S M METAL SUPPL.1 INC. A.SANAIi !L E C-0 1 Accordion Shutter 67 � Kv L�AOE� w/QR w/a H.v.wrx American Shutter Systeme S a CAM MAV* TILLIT TESTING ik ENGINEERING COMPANY 5„5 n.%aft x,„•30%VNIM WMA�,,,L„ Aesoatatian. Inc. , OLD i 1-063 1i 1 are STAi�Qp PRone:L35s)en-1530.For 1(sar}871-1531 4268 Wastroods Drive f DRA RfOP• '� 11w-aoaa7°0Lia06m West Palm Beach, FL 33407 3 -_„�E�,�,•......... 'C�lll� NAM A nLLT�r.P.E. 4 FLORIM U&1 44157 is SHi SHLITTER ASSEMBLY1� SCHEDULE R HV M HV Q 3/8'0 12' IN. CE 41 Ta$LACE P Iwal (D HV BLADE 1 '� E DE 1 .iB79' ® HV BLADE 1A HV xtNDOW BLADE D829' ® HV LONG RECESSED NYLON BUSHING n SLAADDEs y oP 082$ 1879' Y N (�) D.00 • ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER Q OR ® r PORTION Rt. / LY HV WHEEL CARRIAGE AISI 302-303 SERIES •.870"x3/18" THICK NYLON WHEEL. ® = 14 � 2 7/B•NIN MOW 0.188"0 NSI 302 SERIES S.S. RIVETS 31510 SE MNION al ® FN 1 3/4"ACCORDION PIN W/ i8 HEAD_* EXTERIOR oPB s ON SEMWEEN 3/4 a 790D ® HV 2 3/4"ACCORDION PIN W/ 18 HFdO * �4b,4 " 2 t/4 "FMOLefJeIDY! ® CLEAR POLYCARBONATE IMPACT RESISTANT HV WINDOW BZM. TYPICAL W WINDOW $LAC KI Y•ARB�_NY WINCH © m OR ® 4 or(1® n.Ts. • 99 RLOU(RMQI S) [A (DQR ® 7Ie eQj,YCAIiBO ATE IMPACT RESISTAN BAYER MA1(ROLON 3103 POLYCAR * t2r. RESINS, UV-STABIUZED GRADE 01 TD ixADE - INNOVATIVE-PLASTiC-LEXAN 103 F o OR ® (SEE NOTE 'F" ON SHEET-19). f 11 HV AIN SHALL ALWAYS BE USED.AT-ALL EXTERIOR q�I 80 _ TTOM KNUCKLES OF HV ACCORDION SYSTEM-W/ FN 1 OR '>;9 POLi'OARBONAIE-SOURCES FOR HV BLADE. 0 jgICAL.._SHUTTER ASSEMBLY EXTERIOR - PF4PCM NFLICAU Al2w I I rIMM(2) HV PIN ® MAY BE USED IN LIEU OF AND ONLY AT Hy PIN®O RO1I �aeJlee °4747■'"' JEXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 P032y ou0ts w+uelae. BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. ��NOR' EWS)* FOR Am Dm rJ1u�/�.' aA ,0 11EOUIPEYENTS) M a TYP. 1clalrr fm eOmaN• Am am �,a0 P,.1 I's(3) HV PIN © OR ®W/ 1/2" O.D. 1/18" THICK S.S. WASHER nxmrA ss ewd AT ma AM OM 1.P.J.nEgift uoOUJn ASN am 3 0XII W. 3w SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a rP1m SHEET®. "Man Imo Alla mer a Fr-S/M III aeutmaa�ectf� J.* RRR A C LAOE_DETAIL am DDam' AIN ew 4712 ru pT -- �[LdtlLY LAYOUT WE a OMNO AM as 0-1 Cum C-1A r9i� .1 3"sal. ASN 0137. 1010 T rR lale$EmeL AM OIN Todd ertaanl AFTER I"W on P.J. ee C1Z W -BLADE SOUD A HV WINDOW BLADE DEWLS '°°""`�'�° 'u"�'"° 4747" 4747 N.T.S. FLORIDA BUILDING = Non Nth velocity 11v ���R A.T/�4 t 02011 EAsrERry uErK�I,Pw P ` A s s A Accordion Shutter .9.167 ' IL E C O �N�. H,� L�#1 Wi OR W/O KV WIN l T1LLIi TESTING h ENGINEERING COMPANY American'Shutter Systems 0 STA '*: am Im NvL St,9w 70e,14t M wmm.n0e0A 101ee Aseo IcHan. Ino. t OLD 11-083 11 2$t an Rlaer 1(30471a-MD.For 1(309)871-1931 4268 Westroads Drive 2 DRI :��F'•'��ORIDp•'�� 1� •-®1 e.r9leom West Palm Beach, FL 33407 1 E WALTER ti TIL IT Jr.P.E. P.E. DATE RCwa ua/44107 9 SH NOTES ON NV-LOCKS AND t:ENTERMATES as�r 1. ONE NY LOCH 0 M®$HALT BE USED AT 1/2 OF SHUTTER SPM OR 12"ABOVE ORB OW OF SHUTTER SPAW FOR SPANS UP TO 105",AND FGR INET iN ELEVATION.HV LOCK ar NAY 8E USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED 1O�t CFMFRNAIE9 W/(1) -20 x 1/2'LONG FUT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE, OqO. TYFpGL SHUTIFh AnON. C000 OR NAY BE fiD ASFAN WSI�DE OR ODUP91DE LOCK COONNE TSEC�OF LOCKS Ta OR HALL BE AS INDICATED ON NOTE(1)ABOVE, LOG ON OF LOCKS SHALL 8E A5 INDICATED ON TYPICAL SHUTTER ELEVATION.- N - • �7 i LOCfQN6 E OT REQUIRED AT_HURRICANE POST BE USED IF DESIRED TO V*IANCE SHUTTER RQOS AANRODS t BE USED AT STACKING POSITION (NON HURRICANE POSITIOLOCIONGNOR AN ALTERN MAY ALSO 9 ANUF STALLA�SSAT AN�1'ELEVAETION FLfV LOCK fit'or SFW VR,AT AS AN OER UTSIDE QR NS 4 f ATTACHED TO Q CORNER CEN1ER541TE wl�{3).i j4�1^�■ t j2`LINO FLAT HEA6 S.S.M.S,TWO U >S AT TDP h BA M SHALL BE USED. LOCA OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTT B ++ NAxtNLkl SHUTTER SPAN SHALL,BE DEIFRMONEd AS PFR SCHEDULES SHOWN ON SHEET 12. / NN a! l 13 rf. If T 90"1 AT ANY'E1 AATTOIY.AL TE LOCK TM16tY BE USED AS AN OE Uaj 9F MY LOCK QU`&Ld 9 � i OF 1/4"a-20xSf4"SS.TNUMBSCREN 7O OR CENIERMATES SHALL BE MADE W/ 1/4'M-20x: RNNUrAS SHOWN ON 9EC110N NVE,SHEET 6 LOCK SHALL BE USED AT 1/2 OF SHUTTER SP1 1l LOCKS AT 1/S OF SNUTIER SPAN. ONE HY-LOCK USED-AT 0 OF SHUTTER SPAN F1Rt-ANY SPAN T12-A9OVE OR•8ELOW 1/2-OF SHUTIFR SPAN F TO W.AND.-FOR INSTALLATIONS AT ANY ELEVATION.FN LOCK et �crr¢ MKr BE USED AS AN OUTSIDE LOCK,ATTACHED TTT @ or®SYNNETRICN.CENTEIMATES W 2) i/4'-10 x 1/2'•(TING R MCMN .S LOW10N OF LACK SMALL A4 INOKAIED ON-TYPICAL SHUTTER ELEVATION. USE OF tOGOHG R OR TOP AND•80TTOM IS CONPLEtEIY MANDATORY. SHEETS S 10 ON SHEET •= X i J x .. Y Y x h LET",FULL n BNOTES. N W Or LMS AND.CENTERMATES; QF CORNER 1 CENTERAIATE ill§TAUAE ALTERNATE HV IOCK MAY BE IN IN LIEU OF FN LOCKS OR FOR ANY as�. as1'6+Qa®ax 1Q+®°R I n A7 ANY BEVARON. NATE LOCK Y BE USED AS AN INSIDE R ON I=, OF TACK INCLUDF� USING EINFORC�(H0 LOCK AS SHOWN ON SECTION HVQ, SHEET 0,WHI 10• °A + + a CONNECTED TOO/CENTERMATES 0•AND B�W/ ll/i 2O x 1 1/2`LONG S.S THREACED BOLT W/7, ®+Q+0-t-0*®� NWNWINU�M A86VE Atid•6ELOW1MI0 UINSETOOF TViO"LOGIQNO RODSRIVNUT�1 TC MID 880 f�S�MAliAT MIT DATUI • �'I•�ex�a�Ia�+®an O•�� +�a�.I�ax©`� 111NOTES ON No Locks"a, rrHjEBbWrse t. 1M/N1!CbMKOtlY!!Y HI! tY/ ONE ALTERNATE HO LACK MAX l USET1 TYPICAL M HV �` �_+{� �L�/ATIQ�j Hv OR ; FOR ANY SPAN AND INSTALLATIONS AT ANY FLLVATION.ALTERNATE Hd LOCK MAY C N.T.S. REINFORCEMENT INSERT ASSH�DOW11 SEC#Ot6HDB�-Hv@'X?lC HIS V/C,SHHEEEr 10 L�MAY BE TNI NIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MlOSPA1I..USE OF LOOKING ROOS®LS 00mu-my OP11mk FM LW an velocity \\tt1H11��� /TILTE 02011 EASTERNUETAL SUPT EC O� ■ ■ ■ ■ Accordion Shutter xu &XE ti w/ea w/oxv w TILUT TESTING k ENGINEERING COMPANY Anl.rtaaln shutt.r Us '; A QF \a Lw as.xn,as ss xa rrKatat euroe>,x Kncea\ssrae AssoOlOtfi0n4 �tC. ol0 ti-Aaaaa I(305)971-1&M.Fax,(�I-1331 4268 Westmads OriVeWest Palm Beach, FL 33N � L, WALKER A 1XiR Jr.P.E RE��trjlfCtiMlltREjOAiE XM Un 0 44167 S ANCHORS POURED CONCRETE POUR m POURED (SEE SCHEDULE ON OR CONCRETE BLOCK CONCRETES g}�T}3) REQUIRED 1 4'0-2043/4'S.S. REQUIR D. REQLJlRED CONCRETE ANCHORS NE SCREWS CONCRETE ANCHORS � mce � (SEE SCHEDULE ON W/1/4'-20 (SEE SCHEDULE ON SHEET 12) v c:0- SHEET 13) NUTS a tY O.C. Q _ 1. ---- fE J4"A-Mn3j/4'S.S. Nin. ACHINE SCREWS O SING 1/4'-20 HUM /2. , 12"O.C..250"Max. at .250"Max, Q - �' OPTIONAL , (+tfOtiAt. i tit'�Mnlegt 84ffiLt at �� 1 f^n rat Nr¢ OR AIN.SCHEDULE ION TO CLASS I EMOSPNO 1 y�1Dy I I ' ) "S (SEE sCHEeVNC ON SHEET ii) OGLSS•--'i 1 WIN,SEPARATION 0-O MASS EMaSitNO ``-(SEE SCNED=ON SHEET 11) Bit 1 e suss—; (� J ( W LL_NWER INSTALLATION d ttY WALL _HEAQER INSTALLATION Hy (ALL HAQ lI�.9LLL� N �+ KED EQ ----^ -- 3t�_ _ �—L y, ,�^�� I �`�'(SEESCHEDULE ON MEET 11) r T LO tW OIR F4L 1 OR ` j KQi.SEPARATION TO Gum 1 1 V EKLSUNa-i a1�(la (TEE scHETwLEON sTi�T OPTICNAL OPTIONAL IJ+"Wax_ + ®a E p« D. !2' 19 tt - a� t" EgRL IP6 TTtU9S HEAD 1/4"«-20x3/4'T WACHINE SCREINS USING CONCRETE ANCHORS 1RUS9 HERO MME AN-t0RS ( E 1" IJV-20 NUTS t t2'O.C. (SEE SCHEDULE ON WJ tli'-20 HUM POURETI OONCRETE (SEE SCHEDULE ON 91itf1'13) MM• OR CON BLOCK BLOCK SHEET iJ) . OR CONCRETE SLACK a �1c��� •�E��E CRETE ANCHORS REQUIRED WALL REQUIRED @ Wj WALL.SILL rrCM ON POURED CONCRETE SCHEDULE ON14) (f)NV WSJ,{. SILL INVALLATION. OR CONCRETE MOCK WAIL REQUIRED (Fl NV WALL 'STILL-IN.STAURM Nnle rex+ODxgLwTnN eE�eccnaN=: �J INSTALLATION DETAILS W I-SEE SHEET 4 FOR TYpM.At.SHUTTER w 6 0. . LOGE 06TANCE •" 2-MOLLY SPEOEpMCATLQNS ON SHEET T3) +BSLLADEEW AOONNN SHEEET'12 FOR . 2-MOUNtiHa SECTIONS CAN BE careMNm M WON H BLADE • IN ANY WAY TO SUIT ANY INSTALLAnON. flORiOVT 81J1lDING CODE an kh Veloc[ty Nu. �.ij�/ = 0#att EaTERN METAL supPL'_ -M; .----- �fiBRTM Q.' •'�EN's'•• `` _ I'�""" � Accordion Shutter; �L .E Q tNs. ■ ■ : H.V.a"o1 W/OR W/o H.V.wm Sf ( * TLt1LT TESTING 8 ENGINEERING COMPANY AmlrlQah Stutter Sy hrri! O eve N.0-.3nw x..ela 303.wlareL nulOf113.I7.aNaA 33Iea Ate wlatian. Inc. 1 OLD 11-063 11/2911 4L Pnaa.;(=)471-1530.Fax t(3OS)ffi1-1531 42&8 Wes#raads Ortve 2 ped;.;rCORIOP• � ���`` 4- EMR' 19I•'�" Wes! Palm Beach, FL 33407 a 4 �$ •••�C? t1T LWLTER A.TUR Jr.P.E. 4 P.Et i' ;GATE ITORYtA Ire /441e7 5 SHI R 3 • • 1 aDNCRE�E � 1 C RETE (SEE SCHEDULE 04,,SSHEET 13) w plag 1 OR �i Ex1511Nff REQUIRED Y EDGE OFMAS ii taaant$iND APPIrA81E EfOSTING�:rm4,A r •. ! 9 ALTOM1 .. EXISI;NO ! LOCATIONj j10.3/4'HEX WASHER WM i -i._` t a aR ; sp► L SCRIMS O 11'OA ! -?:: 3A m CONCREM ANCHORS RS s,1 { (SEE SQMXXE ON 94M 13) MOE OF LASS -� i x 1� sue IF SIM IF iFPLlC+EiLE rx,.h �WWAM APPUCMU q� •.a,, CON yl� PauRED PallRED FLAr HEAD CONCRET �i � ,-` � D' CftRErE (SEE SCHEDULE am kr IOC a,± i REQM OR v REOUImap RM E.D. D, (MM E W ON MM 1REQUIRED FLAT WAD CONCRETE 4) � • � ��. in, ?B NCH INSiAI.l.,1 RV WALK—OVER /�►� AUD ONLY FOR UP TO +70, Ny.PEARL IN ALiAiltiN � 4fi . {�11Vi1 OEM PRESSURE RATING i FW QQ.RI_� t SCHEDULE r3, BMW 11 coNaRETE AN �—�-- t+x �rx __O 1 (9EE SCHEDtLE ON tS) 1/+.#IT* EMSRHO c` ( � ,ppNa 1 1 SHEET f4j ID`J410LOOr an iJ{•i low OUSS 3 atA�9 = m uar��, t ^ftW.c'Eau to rH t n iAw {� iMOM j� if' 10»J A'HE11 i '+t'(!AE Edi 3[!'7 IRK SCRENS tilf13J4" HEX-FIRM i f ' t -O fA D.0 f _•?: +,s {:'_�,: TEK SCREW9 O 4 0.0.. ':-.`.' _ t'!• 1/! 7f f/ii-7D 9.4 NS 1 ix7NCRErE wctwRs `' itar30. s.Ds. W/NUT O S'0C ° + (SEE SCttmULE ON .? O 9"0 C 1 Ma11. 1 ! i SHEET 14) �•. '` E1GC11 a ,1 D 1W F3k,E OF t4r3J4"FR.SA.S c W € SLAB IF (M:'',n •`,•. +.;..t+ f 7 t 7 >''cs:. ;s'- AP CONCRETE ANCHORS 9EE NOTE 13(b) s•0 0. ,rRaZMM a POOPED CONCRETE (SEF 9CNEOUIE ON aN SHEET f SEEM 13(0) },�,.' 0 f1EDLARFD E BLOOD SHEET'f4) POURED CONCRCIE ON SHEET 1 S»: Q EA CONCRETE DCH 1CMN&J POURED }ly ALL- ppb• (Ha_r�l 1��'{QNute '.UIRM ��JF c C� W QW WAI1 IM-MI€R INSTALL.AY19ti w " T1f rm ,��•°'� (D ft RA INGUMQ..!!lMIJ=N t I NM FOR M11RINATM Or SECTIONS, •G D.—EDGE DISTANCE t ASLEEWWNW TION FE4F'OfA�Ep t-SEE SHEET 4 FDR TYPICAL$HUiTFR- (SEE SPECIFTOATIONS ON SHEET 13) T£AN OPERA1nE ENT NWON SHEETILATIONS OF to i'OR ASMIMY' L'1' I INSTAL W- 1 N DEA LS. WI C' ) HV. 8 B-MOUNTING.SECTIONS CAN BE COMBINED yyS� y IN ANY WAY TO SUIT ANY W4TALIATION. M ryrniiir CLY N4T1 *i h Velocity Nut 1!F{ (��" 02811 !ASTERN METAL SUPPLT �� Accordion ShiNEMn /7MLEC'0Ilmc. \ AwS.S.A. KY 94!)E/i WWI CMR WIPO Amol�oan uthe SY�hms 7t Sh: TILLIT TESTING h ENGINEERING COMPANY dllaoolatl0n. Inc. i OLD t,-aB3 n 1 OATEI • a1HYE dF C�L•• LM HM Jea.9w Ss am,WMM or�AAM FLGNM a,tat 4258 Westroads Drive Y 4 + = - Phw*1(304)871-ILIO.rex 1(305)071-1531 -�FS'S+��' •" �yC���f1ff '-SEs 00067ta7t9`°'" Wes! Palm Beach, Ff. 33407 4 pt(Ay VIM • 1ilT FLFLOPoGI tie.f 444147 8 SHE P.E. 96it ;( NA URE DATE 8 SM END WALL "COM LIS to & 18, SEE t' j89AL.LATIONS WZ M HV NeTE§ RaaS®. LG ate® 0—UT— —IN-] � ExrsTirio� * �ALTERtNTE m LOCtt tf�an s�o. SLAN W=CEM MR'IS VALD IN w. = w,APFLaY1oN WTN wAECD a(�a.0'0°"�°"®'�►°"3s a WALL f -0-6+o-©+0a 08nNo CLASS a 11�NaN 21410.0-0-0-0-@- —————————————————————C waraN a,A14v IN +� 9P�Q S1'!St ., Y Al (4)r,G `� x91: v LUCK 11 Or AT , (M? ���•sYs a,s• A ( C.FULL LER6Ni. _. A or -0-@fit-0- a0+:0- S.✓ a� ��\/�- U 1�1 ,, � cop 1e1 8 7 cm( -@«�°� S1,N0'CLAS! flat @--( +®ae�+ +�i t +�a�r f�pl -- REG B XISTIN + too+ a/�• a Y�10 Cbt9SCN .t LASS i @ I. 0 {sE£SCNEUUiE Hy L60K YIN.�� 1 M 1 N aFR,CNu a • — COX ON SMELT 11) (WTEPoCR) --_--_— -4_ cow �-- - - oUT 1 * a --V. — — ne(D OlfT a ,/z•MAX.sLAa, o-Ur 01 AYE** Rm BUIL ki.0 AE n Hr h Velock N TIC(jr%� 020t EASTEPoV MEtu SUPT `��••''�ENSF'•%'`= "" �lCCOIII�SIutter �I' TIL INb. A IM A.*a .A. Kv. RA=X#i W,OR WJG KV.W rr it AI! odoon Shufhr Spshms t TtLLiT TESTfNOENOINEERiNG COMPANY AssootattC;ri� tnb. t CLD ,t-oe] ;°o Was mm.3W ae ss wa ywauM auogm nanw a»u OF 4288 Westroods Drive r Phon.:(3G6M7,-,Sse.Fo.r(xe�e�,-,ss, DF 0,�:' West Palm Beach, FL 33407 ± m FSS ......��U,`i uLjµi8 a SI P.t QEjDATE ALTERNATE INSTALLATION WMV -T- LOCK HV ' "T" LO ES LOCKERS 2A wz(1) Hy MADE an am cawrra»ar aer"A am swam to t is INN TALLATION OUT tN `� I-Dm'"°"`"" �.,, „� , M,1[ HD CENTER ATFSS���a N ML Al U�Atlm Rarela s/xtDWx N o.", w ■e w a M O=ON THIS al W.MAY is I11Ce aml TNn f •�e s a ! ry/��•�r •may' 3: -MINA ' V.0w •� 0.8 i .'.tiAL'1Y YL771 , I�'A t • * s (tar S Off/ I-___----3-------------------------------------- pt/tm/a'a"To 1J � tft 64•n i 1i�71gtIT. � ��4��� `"__— _——— - uceNMractt+►) , �kj %'-T i� Plis�tsiPJ '� ` (( ) LINSIDE) } ' ' kA g } 2 } iaTE a r%rt 1fY Ina1®, W%7ja?M x 3y32? POURED CONCRETE OR POURED CONCRETE OR CONCRETE Fou CONCRETE BLOCK WALL OR CONCRETE BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED CONC •a ANCHOR ,-EUSMNG GLASS /—E7ti GLASS EXISTING 1+ L _7 J j�' 2'YIN Olm -21 Mm Yk S Til! soma ONTO am(SM TO OLIGS ME WL EQ 50fOLLETo W 166x3 MAx. 1ONSEETRM 14 d IT BAX(@DA10 n TOR eLAtEAFo (ccaa-T8) CONP. BIAD®r�k Q0 ON sib I 14 FOR rj2� ON 9fET 19 ALUM,CLOSERf (LOCATE ELm�k� APLAM (LOCATE• 112 , �:,UMSE + $$��I r;�) OFt OMER 4) /A 1'OR 2'MAX. v s f2•YI . ---, JiGxi/2'S.M.S (A9 APl'uCABIP Ax xil8'x0`-1' flax ij2'S.Y. E ��„� O 18 OC, _ M.UYINUM CLIP AN O 18"O.C. -_ (8061-T8 ALLOY)AT YIDHEmw. (1)+i0xi/2'S.Y.S.TO(k 4 (2)1/4"IL TAPCONS ANCHORS TO 5 SEE DETAL x �� �T�SIDE OFFIC.M) TE AT R SIDE CONNECTION OR SEE SIDE CONNECrODt1 FOROR SO TRACKS w wa . .�« SEE DETAIL x 1) x SIDE CONNEC110N ~ x 7RAG7c6 « • ♦0w (�s s • w TO TRACKS ♦ x' �a «MIR. -90 . w ♦ w e . w • ♦ w •�♦ . ( CQNMECTIQN DETA0�i w� « .(�©� END CANNECTlON.DETAIL� END CQ NMM ji R>m ew ONLY EVR om m POURED COWREM OW /^ BLOWAM 1E CK E76SiiNG a �,a :t -L. EM15i1NG dAS9 Ct1dS _0 s r '* WL1/2- `y _ MM11W >11 wTO GLASS 1im DEE A�BLA�1FD�E AE_RNTD CON�E //2'YW, SM EP ON SHt __-_-�---- - - ;;`�. li4CES 19 l� �4 CH O.C. O)1!R>:T 14 y ANCHOR BOO �a; 5 81ADEs rDdL n 18"O.C. i MIN.- 2' IN. 4 � � f�, ♦SFE UY A114NS of USE FOR �/I� y 2'YlN. ,,s_. 2'fkM. BLADE�ON SHEET 14 OR�OR�OR� .�Ji�-.•L OR tt " .P1xrSN DETAIL X (oq� `POURED GONOCELE ON �wr y'+ +�w eeeVCCCVVJttt RCE���LOCK-WALL • w ♦ a ''ce'^`c, '��+i e'{ d.+a:..-•,-v,F-�s` •0 r���w •. ♦(r�« G.+(�Ly/-• a • • +e -jbM CDNNEC N QF-UlL JQ T.G. M CdNNEOQN MAIL T Fl,Mq Cin Non Nth Veiecity Nu xrytiriiirisy 02011 EASTERN METAL SUM BFIRTM !L E C Ci iNt. AuSuSsAmAccordion Shutter KV %4"M#1 w/CR w/o xv.We : AfflOCloon Shuffle S) ewe n OLD SS-083 ii i at£ a 1 e* TILLIT TESTING dL ENGINEERING COMPANY ws N.W.Joh SL su ac+vwLwA aAsev>ti FLOFM ales 7Lisaotaftoe. tInc. i J 4268 Westroods Drive t 6m r(mwyeYL-Iasi DRA rm���Tt9.00m West Poim 8acch, FL 33407 ` t A. .... •• G��s � WALTER IA-40A Um j 4{10 8 SHE scs+E tt0 t �t . �kLEOUt c ! scMFrN_FrN_,x" MAXIMUM SHUTTER SPAN* "L+OR 'L-" MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*'L+" (ft.. FOR INSTALLATIONSg/� I94L OR 'L-' (ft.) FOR R •L-" (fQ INSTALLATIONS ItL9AS{'11otJ cn�tn L INSTALLATIONS W/ CONCRETE WOOD 1}L+:MAXIMUM ALLOWABLE SPAN FO W/ONE H.V. LOCK or ®or or w/ONE riV LACKS MANSORY S.C.A, DEBKLN.PRESSURE RAIi HD LOCK I9 W/NO LOCKING RODS or ONE Hv LOCK or�X-4 OR W/ NO LOCKING WALL. A. 8, C. 0, E. M, N. 0, P. 0, ASA.MAIL PRESSURE RATINGA r"� CENTERMATES 0 W/ ONE HY W/ NO LOCKING RODS DS MOUNTING F, K rk t R, S. a V. LOCK @ W/tw0 LACKi G RODS TOP 3c (SEE NOTES 1.1U (VALID Tat MCUNT1NGQ(L (2) PROCEDURE TO DETERMINE MAXIMUI BOTTOM SEE NOTES SHEET 7) FLOOR/CEIUNG C1 H. 1. 11, JQ T, U. W & X WALL MOUNTINGS(LDP/BOTTOM)OR FU GONCBE &WOOD 000 INSTALLATIONS 0 CONCRETE D -MOUNTING M>r ttAaMrV CONCRETE GIM A POSM AS.D.DESIGN PREM •ar oc.an an rot lNSTAttATXNS DETERMINE MAXIMUM SPAN 2+'FROM 1 WALL MOUNTING A""CE ~ �mamma FtaOttlCptmO uOUNiNa NtNNtt 'WINp�t�q GM A NEGATNE AS.O.DESIGN TRESS b U ROOm Mg7Nm OR DETERMINE MAXIMUM SPAN 'L-•FROM Lt `I M� -1 to -I NbUNtt MAXIMUM SHUTTER SPAN 'L+'OR'L-"FOR !♦ i- t 4 4- t t L- L t- FINAL MAXIMUM ALLOWABLE SPAN IS EGI OR- 14'-0' i e-0' 1 -0 1 -0 30 I4-O 10'-0 30 14-0. 14'-0 N S pip. ONS�INTO W000 PRES$HALSURE 8E UMREA.7 0 35 i4'-10` ti'-10 to-2` TO-0' J5 14'-10' 14'-LO• 35 1a'-2' ib_lq• 105 pN.AS.O.DESIGN PRESSURE RATTNO. NIlIIh81LL DETERMINED SPAN BETWEEN 1 40 13'-10" TJ=10' 14'-2r •Na'-2 40 13'-10- 13'-io' 40 14'-x• 1a'-x" ((3)PROOEdURE TO DETERMINE MAXIMUM 45 13'-i` I3'-I` IN-4- 14-3 45 13'-1' 1J'-1' 45 IF-4 14'-3' .t HY CUM CENIERMATE►3 MAY BE USED AT ALL W/FL OR/C IN itUOUNIN GS4'WALMOUNT 50 Ix'-a' 1 '-a' t1-4' 13'- so /2•-5' 12'-a' 50 12'-r 13'-1' Nwnm INSTAItATt m LOCIONO SPECIFICATIONS W/FtAOR/CFiIlNG NtXltiFiNGS .55 11'-10" 11'-10' ix'-1" 1x1-11• 55 11'-10" 11'-10• 55 it'-1' ti'-11' SHALL BE AS INDICATE!ON MANOATORY CONDITION /2 FOR A GIVEN POEM ASD.DESIGN PR T.t"_-4x= "t. 4 t.L=T• f2w4d 40 it'-4' it'-4" a0 III 10'-1t' k01E f5,SHEET S. M14Idt 65 10'-t0' 10'-10' 111-1• II'-t1 65 io'-10' t0'-10' 6a 0'-a- 10''1' LI MAX.SPAN FOR WAIL MOUNTING 0 70 f0'-4' 10'-4' t0-0• t i'-5' 70 10'-6' 101-4' 70 -• M-01 0-4' LA+- MAX.SPAN FOR RL00R/C13 NO MI 75 IV-t• 10'-1' W..V IV-t' 75 t0•-1' IO'-1' `0' ttEXwT THAT WiQMUM SHUTTER SPAN 1+'OR INSTALATIONS. 80 0'-10' W-/0' 10'-0" 10-0 s0 0'-ID' 0'-10' -L-'AND#UIXtAIIIM ASA.DESING PRFSSILM RATING FOR FOR A CMN NEGATNE A.S.D. DESIGN PR 130 01-6' 0'-a` 0'-9' t0'-5' 85 0'-!I' 0'-a' S W2.BE UMMM AS FOLLOWS, t ONCREIE 01= OETETiMWE BO _ 0'-3' W-3: W-5" 10'-t BO W-r 01-3' t- CONNECTIONS TO-KEMCINE M4UNTING 85 01-0' a'-0' 0'-2' tY-10' Bb 9'-0' 4'-4' LI--MAX.SPAN FOR FLOCR 101 UNIT-tN 100 r-0" '8'-4' 0-0- 0'-7- 100 V-s• ..4'-4• UNITED TO + N SH T 7.ANS a'-D' SPAN. SEE TNSTA LATIOMAX SPAN FOR FTOOR/CEaA1G MO -MOUNTING�N SHEET 7. INSTAtLAt1oN& t0.5 a'-7' r-11 a-4' 4-4' 105 K7v-W-' 7'-it' 110 a'-4' 7'-7' a-7" 4'-2' Ito T"7 � �y �+ c n FINAL MAXIMUM ALLOWABLE SPAN 19 E0w 115 6'-r 7'-3' a-4" a'-w- - T 1s T'-3 EP RG3.Lt'.+d 0�li 199MLLE MINIMUM 9ETNEEN "Lt+'.. 'ts+'. 'LI-*A 1 z0 6-D' a'-t 1 a-z 4'-G 120 a'-i i Gf A N. t�! L ((4)Go TO ANOM SG3=E YM SNAL 125 Y-i0" 4'-a a-0' 4'-5 f 25 a-a ALt01lAME.SPAN AND NEGATNE ASID.DE i 7'-6' a-a _ '7'-10' a•-1' 130 6-5 WiND ZONE MINIMUM PSRESNU�RE RAtNO TD DETERMINE LIAXIMUA135 71-7' a'-r 7a• r-0` t35 6'-r SEPARATION 140 7•-5- a'-11" 7`-_r 7'-4' 140 V-5' 4-11 ASTM E••-1996 SE �� 143 - 71-3' 5'-0 7-S' T-3• 148 T-3- a.-D. TO 150 7'-2' W-7 7-4" 7'-0- iSO 7w iss r-G• s'-a 7-x- a'-a• i50 r-D• 5'-a• 1 THRU 3 180 W-t t• s'-r 7-1" W-7" 1160 4'-I 1" 5'-2• 145 6'-10' 4'-I' 7-0- 4'-4 185 170 a'-0" 4"-1 t e-11' =x 170 a'-0' 41-11 175 a'-7' 4'-0• 4-9' 4'-0- 179 IV-7" 4•'-0 180 a'-I{• 0-4a-a• s-to 160, a•-a• B LA D E 185 6'-fr 4'-4 a-T' S'-8 185 4'-5" 4'-4 180 a'-4• 41-W 4'-a' S-e• ;140 185 W-3• 4'-3 a-5' 5'-5 1293 W-J" 4-3 200 e'-x' 4'-2 4-4' a'- 1d0 4'-1' 4'-2' 205 e'- " V-I a-J' s'-1" 2O9 4'-f• 4-1 FLORIDA 9tlI I, mon 11i h Volocity NU 111t1 P��1FEt !,T w0 2011 EASTERN METAL 5UPpL BIERTHA If - 1L ��+;. EC O ,�'■A■ Accordion Shutter; ■ , Hv BADE#1 w/OR w/o Hv WN owgwr4m -am in T1LUT TESTING a ENGINEERING COMPANY Arnerioon Shutter Syehms 'd OF "e~ .w wh st.SW 3t,voum amom R VIA 111!8 JitttOGTOItTGn� Inc. t OLD 1 t-o6J ess. t t 1 IM wv 4268 Westroads DrIw : Pham;(]4aI471-15ta.For:t]Oe{e71-1'J3! DRI s, � COR"" Cs��1t111 .-m.w�u 9l,ow West Palm Beach, FL 33407 ` 1 NAI��,,+'' 1YLYM A Duff Jr.P.E. 5H P.E. a-5 Ai'� OAIE FLawaa"Tx !+4,er 4 A 14 li-+CiiiiG•� �' -iiri 2i w 1O O + iiii+:;:' •jw7 1 1 1 1 1 1 / t t ! i i i 1 1 1 ♦ i� $ b 'n a•' ! 1 1 i t 1 1 1 1 1 1 l 1 1 { i i ( i i "u r•p; V r rr r r r •►rwrrrrrrrrrarr ♦r ALL, :�. +b•• ••Y r b d r•r i r r r r r b ---------- F# ! 1 1 1 1 1 I i f 1 1 1 1 1 / 1 ! I t I l i t { ! I i l i tills t l /I 1 1+/♦+P O P-11 '-':aSZ +-+YX+wa+i Xii�l+X+2i.rXi'i. '�'♦•' X++Ziir�iiwX+ii±w«♦jd Wo is NYr A-Y•'- rYr- r�.r�rtlr rtlr b�tr�yr� ••pppp ! ! ft is i t t 1 1 1 1 1 1 1 p as Spas alsisOS is a - r r r 0 p 618.445 r r O p 0 0 r r r l !V Y b' b`1•r r r n r r w r r in r r d Y r r o d QY r♦ r www!a s s a y• r r r Iii +i b4-1-.F •b ......... y$ i l l l .1.16 1 1 / I l i l t { 1 / / 1 I 1 1 1 1 1 1 1 ( 1 1 ! { i i i t i i l i l l l Y l to O .'�'":X j f t!^r+X i+i+i M i i i~♦ w!♦i+r i n t i i 1 i f 1 i w i i � .G Y 54 V N Y N M r M Y i1 M M r Z r r M a is; V.N N N tl W.- --toll -1/ I I I 1 1 1 1 1 1 1 1 / 1 ! / !p...p'� p p r0�-r oOr�pO� �_ --�'•'p-'p $ x vii O f of 1 ! / 1 ! I i Ili 1 1 t 1 1 1 1 Its*;-*d0 000....0.r r p q r 1 1 ( t i t i t 1 1 1 see I I t I / / 1 ! / {6 r P p S • t{l _ 7 0 �'�:1�i i t i I I l l l l l ! 1 1 1 1 1 1 1 1 1 i t t i j i 1 1 1 1 1 1 r .0...... o p d r P r r•r r I I I t i i ♦r r r y r.r r r.r w d w 0.0 $ i i ill t i 111141 111 1 i 1 1 ill I 1 / ! / 1 I ! ! t I I i I t 1 is l 1 / 1 1 p g r e P P ••• .... C/y\\1� bQ+ ab. Ims i X+ a' X"' +aiiwwi'+ii i ii Zi Y �q 0 •* jlllii t 1 1 1 1 Ill 1++ r�'ya�:i orNH Mnb"�p¢NrYrYYr -YNtlrtlriiYNMMYwa 1 1 / t i i t i t i 1 1 1 I 1+1 1 1 a 3 1 u v i ar T•7 �o ooogoo'00000a $ a t i i i t 1 I I tills 1 1 i 1 1 i l 1 i I I I t I i I 1 I LAsjl 1 I1 v rWits" SH• 1 i 1 I 1 1 1 1 1 1 l ! I I 1 t t t t i I / 1 1 1 tills I t t 1 1 1 t i i p I p a a r -H- a I bt / / 1 ! 1 t i 1 1 i t t 1 11-1 1 me I 1 t 1141111 1 ( i i i t I 1 i 1 !d r p _SSB 1�*i O ill l l l ( I i 1 / ! 11#1111 t 1 1 1 l 1 1 1 1 1 l .�1 irrl 3 p I i t l 1 1 1 1 1 1 t 1 ill i f l i see I 1 1 1 1 1 1 ! ! t Ip 1 1 i 1 I i 1 1 1 I 1 1 1 Ill 14 ! ! l Y o law CCQ.�J$,}$$`''�Qj� • " u ippp y�XpX viii .►i X i.'a.i+X+'+L"•i. i'+r `�" 8 z Itttit tt • _ �r- Pu►i Cf A tl N d M Y M M tl p, o$e Zm i� 1 1 t I I off 1 1 ! ! ! ! I tP�f'y�Vpw"" ppp OOOrO00bP05 OOp 000 $ 1 1 t 1 ( 1 I I i I 1 1 1 1 1 1 1 1 Y"1 1 Isle V M• r r p`t r w r r r r o.o p. z I i ! i )Isle I I I I t l l t t / I l l i ! { i i i 1 r a a b . isilessi$ I t i a J r. see 1 1 1 1 1 1 t 1 1 1 1 i i I 1 1 1 1 1 1 1 / ! ! t t V i p 1 i� b C d p iy 1 It 1 ! { 1 ! t I a all 1 11 1 1 1 1 1 1 1 sit 1 ! 1 1 ! / / t i i I t i l l l l+1 1 1 I - • g & 1.1.1 Lill t i i I lis 1 ill I I t 1 1 1 7 All I S i i i i ill 1 I 1.1 1 l t 1 1 ! t 11111 1 t i o I P r a oro ropy ares,wwwsrAse awaadyi.rdAli wAsswr • rrr srrrlirppar.rrs 7S p b y,d"r wwavapr p•i' d s rr rrdn r a oa S R lb b #-U.pb Y oil popaw V S1 p rrd a ra a ar $ 'OO ■ t ub t♦avY♦♦w ♦roar d r �' •r ov •rs --H-gto O CIA i brY♦♦• w+np • Pr •bits rq �•b br'�'rrr^-T..;—.;i• x I t I i i I l i+I I I+b I l l p l l ! , i p g !1¢ p p n p�..G}}..■ t t t i t i l l l l l l l l l i 1 / t a i i i i b l i l•1 1 1 b �+ 4 r � s o• $ ? I i 1 1 1 l l 1 1 ! t 1 a l t i i t I i i l l l t t 1 1 l 1 i t t B i r t tub 1 w boa ■ = o C 41 +� � o i�Y o 3 Nm to m a z'-q1 G iOy tt�.g N �i 'yCj + -1 N z + G t9 Zen _.F m As— - t ..•: '!• h t! i'� .ral, 7R: hlla. .. ,,r IN - I 1,7:r, ]t_11u :;�.� ' tj..'• I �: • • e^ •tip •• �• •l ••` • 4 �!.:,:�x:+..,t +. .II. 51: :+.: i.r.K•al .,: !\,.} !` ... ,=i7. .I t, JI u:a,•. y, CMMMM6�­'MIMEM 'Bi•nl''� 0■u7s:.:i�m.c...•L+:l�L"'����0��m a. >. �[C1rif3fTllJA[![1WiL![tliL•I[ii3tlil[lQitYl�L1A�JAr![! IL76ICLlAAAAO 6![@lEL7[fA[7Ai!6li17lR7AAOClO R7[EilitA[1[1i![!©if7IP]AO[lAilR7iFlQ7AOAilE7 , x �W�#[FlAfi3QLTIE£i W�7iL•l[:IAA[fit]QIiFIi!•.�A[!Ai![7 � iL>t[fliZl[![)1[!AA 67[F3iLWAAOAA iC![fllQ]AdAA[S1 6l6![i•IAAAAd 6)167i�AAOAL96)fmllt/A[lAdF3] 616lIT]O[lAACEI tL'![E3iIl[7AR1AE336>>miL•77[1A0[?•C�7 [L>tW[LIAEFJC3]ES]L767�iIUAAAAirt W6)¢IAIGlE7Q7d Ii7[EIIt•7O[!A[ ACL#@Il.IAAAKlES7iL��3i'ilifAAALS7 `'r•,•' 1 [iliEi[k7AA®d4��1[[IEIIA[�[7E'�:iT![E7QIQC.T:261i?7i"7 - ;. - • [L7�lQlAO�JQ[7niL1A�7iL7[IAAALIaiLl�il•4ilAR7L;�lE� � > ,:' [Ll6ilxlt�IFl7C:3i7ii6761Q11dAF1FIETJi!6)riEi.A.AE�m [CI�mAAWilOiI7iFI[LiOAAAlrtL)y[El[L•1=:7[!L•T![�7EI! R•-.a QIIE)tiI]AEd][EfE70 6Z®ILItT3OQ7C7E11�LYOldMI IdEln 6fl7mAC![I•i!n[L![f3[[lEliOi�T•Ii7�17 67i177RULT-7AAdn 6761ClL IQ7iltCrOiLl6�[kl[>fOL ILSIE lullimm"Mm"E�iE> RltEliI7AAil�,7061I17[LIAAQAAiCIEEltT]filtElE{7ilE! �- 63iF1rQ7O[1�:1i11Rln diF]l1F�tACSIOd[Ll[)a]t7lllW"717�Emnn '- -. .'•, mmm= M v�w�rmc�Inclo6lil79I�tOE.*7G4ii7Ofc7�lfllQu[zreu!!n a- s,s, .• .,.a. a ..- -> a 6lijlAAGT3iln6l�i6k1�AAAiitR76lQliL7[7( [f'T A ' >5liF7Q]t7!?]E!C/06iiE3Y.lCi7LM]ilF317337mii7AilE>•C!n ii7iFlCEJF£1[108ii CCf�7LT]C![!lE1fOR7� CL>t[flli7A(?J[li7Cf �iC27Ct3AF F'7nCNn 670Q]bC�7[7Cln 67[Ei[7L��![lnii Milo IlOAndOmillQJAfFJaWIClR76>rIEI4Y7QG9di7t!IL9�II;IE27Ai7tndO L'"IIIQ[�Ocr-7C!C/®AIJL!:IilTdISSZGf - SL)![ClClG7}�*Ii7Q0 m®t_TIfk7E�ilQO6l lALTI0mmm �d£MM9X4ndO mm..AL•7n1�iZ7AE1fESI�'�]LTIdCd IL7Tr3[L•1Clf�inOn 6![IiIL.�[Zj?W7ACiit fZI�7[7A©dl17n 6l�Q�'IETJ- nnl7iiF�L*][4]1k7i7ElOi7[IIF�IAdE7Oi7O SLIAM�7EL•lOclaO QXTpAlL7ia[!da�3]CEIA[Ttili!f7AC! 331AOi7nnOn�D70[ ]ISIilnGl6ll�e�IAiiA111211112 [Cl[E1tI7OiiQi�iO 6lLzll[YQi.TtC'�701Z 6]�1[71�GY:]E.T-IOCL! _ �9[�.717L7tinOQ if7ilALIIlliEln!'7 A1r7�1�"-]la`ldnd 6lQlE/ClClCRi7ClMMQF�...l• Mi7QR7MGiJLIVJLV''==ll! y G9 wQe[&�lOdi7Ay06lR�7fLItYIlTAft/7nOtiFilfeifAiE7iI10ii�df - :' . 6�WLuQnYYY6�aLAa-•p:ril • nYas:illJpSa��Y1Ql ''I • l'.. /•: .N. ..I' .,M.t.}. ' SdIrLt�R�iL7ii0�7117f�IrI1AF?adlzlClnO AAiY/Els�Al7O EMMA=t�S7-..." lllM ClCllllM KU UL"[XKmICX'.tOOZTJ!<7LlilC!!iClb w `:I..i=• a v+ - 3v ...'i !; .• a• r�c�>tnc�oosarc�UJUIr�l�molol�am�m mnnn i:,i _ ..,u•.; \W. 6l[E)idll7{llliiil7n LL7Q117ta7A0iiiii7[EIOAL:Jdnnn pnC/IAtLIfEIAill70R7ntalG�li7[7n10C1p s m^'�r ��+}L� 1�7[.�JR70pClClrJ ml[7[14r-Iilnnif I�QAiIR�iOCIn '��� '�"1%'�7r� � AAfvoons�s�fx>t�IrW:Inns�nns�11m1Els>,nnclo i/ . � •; ��. , , 1CIIE�!� 6lil70ni7OTprn6lTb]l7liinnaQlLL7C2ElC£lnlinn+ i!l][dlQO�lOtiOiIIAE!70f�tlnoQG a . mG ==m"C !11 J . •.+ I L i��� ',. ...- falsannnnnv il3[Ilc!1ofOiiOa F]E7Ei�*Jnniinn 3ILlnniinnn4�QE33dnQni>1ZL�)AAOnAiiCi ► :+ : .1..r ®�ITiX�[�i/�� 0d�iiinCfA[F:7CS/dRiCilOn�E�ElE3QnniiO - 1i \ •\ �1C•17����� Il�ias7naiiCld s9iaEl11=nu!•>:lc�C�ItZilsllOsasalcs ®��:FI�0�0 armsannnnsan��:�Iislnnc�no�c�lms�snlonnca l�iiiinOnLfnl�Jt•�I[lnOLinC/II7Fa]AnnlOniS [7niiCinf.iQ�iiAOi11ni7OC1dAQ:1!!7nnClnlii �F������'� I [S]IciCllsiClOAO[X11t7t[anOGlft,flCMt7Ot7�10t'llcilc! 1' 1 ! !1 �,�i�`i'�n�}, t " i�''ile.",��i7 iAsnooloffon, Inc. 33407 i ,• ©rl» (SEE MDUI1HN09 ON 6HEETS 16 At 17). - .. w L_.t B 24a T lP.-dh.T>= -�l ERN PINE SOUTHERN PINE No. 2 W/ MIN. G�0.55, NE SPRU SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH i/2' MIN. COX 2 w IN. c-D. .. FIR-SPRUCE RTH FIR S0! DOUGLAS FIR W/ MiN. 0-0.50 W/MIN. 0=0.43 W/ MIN. 0-0.36 PLYWOOD W W/ MIN. 0-0.43 W MIN. G �m) WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS Q.O.WALL MOUNTINGS Q.O.WALL MOUNTINGS S.O.'WALL Mf M, N, 0 & R FLOOR MOUNTINGS M. N, 0 at R FLOOR MOUNTINGS M, N. 0 & 8 0 S &Y S a V S d i W& X W & X W8X 438 EO14i4lf144e6610 esll tn•7ct4ssME�aa1q tm iBGeEF4391E4■tM lm ranErfmttawa 64 f8lEimiltamuE toff+q fY4164141F31R Meg iJ,a 1�1Em1eI�I4 eYN 6i$ t�I4GW!lttR 4114 itt0 O!TlImaERClMei446 p� Qala 1Q{6Ete 30 40 1.6017a 90 as 40 60 '00 as 30.40 60 6 9a 0 30 40160175 0 OS 40 b0 7s 12o,hoe 30.:40160175 00 05 30 40 73 90 Os 34 40 75 90 30 40160175 96 05 30 40 7a -0' 1 10 To a e or a a a l t fa n .8 '0 d n f d 6 a k ♦ 12 ! 112112112* 1 T 1211 t 4'-0' 12 10 IO a d e 6 b d 6 11 IO 10 0 4 6 $16 6 12 t0 TO 9 d 0 6 6 a 0 s a a a 4 4 4 3 12 12 t2 It 12 12 12 12.t2 12 12 t 12 12 it 12 ' • 12:10 1 9 8 Q e a d a S ! to 1012 a a 0 6 6 8 S 12 1 td 9 4 7 d a d 6 6 6 S 4 4 ♦ 13.12 12 Wit t2 12 12 12 12 13 It 12'12 17 it d'-0' 12 14 t0 9 S d a e d .a ,e 12 10 f0 9 d n 6 b 0 8 6 4S t2 10 10 9 a 3S 4 0 d S e S 4 4 .6 - 12 f 1t 11 12 12 11 12 12 i! 12 12 12 12 12112 -0• 12 10 to 9 6.6 4 0 n 4.6 4 12 10 t0 0 a 4 6 a. 6 4 3.5 12 10 t0 T 3.5 •- d -4 S .6 a 4 4 - - 12 1 12 12 t2 12 12 i 12 12112 10,312 12 12 O.E d-0 12 TO 10 7.8 4.5 3 d b a 5 4 3J' 12 10 10 a .s ^ a 6 8 A 3.S 3 it 10 10 4 - - 6 a a .6 3 0 n 4 - - - 12 12 12 12 12 12 12 12 12 12 Ti -2-.5112 12 1. 9 91-0' 12 10 t0 a 3.5 - b a S.5 .b .a 3 12 f0 2 4 - - 4 6 4, 4 3 3 12 1 4 3 - - a 4.5 4 3 d 6 3.3- - - 12 12-12 12 it o it i 12 1 9.a as 2 12 t0 Q 10'-w_ 12 f0 7.5 4 - - d 6 a 4 3 - 12 10 6 3 - - 4 f 4 .6 3 - la t 3 - - - 0 a 4 3 - d 4 - - - - 12 1t i! 12 1 0.a 12 ! 12 Q, e.s .S t 9 T 12 TO d.E - ^ = d d 46 - - 1 1 4.6- - - •.. 3.6- - 2 10 - - - - 6 4 - - 4 6 - - - it i 1 1 10 6,6 1 i it c4 1 12 4 d t2` 12 10 45 - - - 1 10 3.8- - - a IL 3.6- - - I! ! - - - 6 6 3.S- - - 6 6 - - 12 12 12 I. 9.S f 12 12111 GQ 7 a 12 1.67,0 d 12 tO - - - 0 4 - 10 - - d .S - - - 12 7.6 - - - d ,e - - - - a 4.S - - - T2 12 12 n117,6 it TO f S 6.d 12 0. 7 S 12 10 - - 6 A - - f2 7 - b 4b - - - !2 7 - 5 .a - - - d 3 - - - - 12 12 12 0.b a f 12 12 4A 7A a 4a/2 AS d 12 - - 0 - - I - 6 ^ - - - 12 - - ^ a - - - - ! - - - 12 t2 tt 0 6 T2 t2 Qs 7 6 4 t2 9 a 5 2 - - i - - - a 1. - - a_ - - - 6 - - - 1 1T 0. a.8 S. ! 12 8_6.8 3 1 HV WINDOW BLADE MfQBKI IN UNWR* U!lOE�OIi�,. t NOTES ON ANCHORS REOUIREMENri., WOOD SU ETES. to MOM TO WALT.FLOOR OR SOLID WOAD SOMT SIUL BE AB FOLLOW! 3.9UM MYE WALL CONSIST OF T11E F'OILMM, -9ourrm PNE it•.1 W/0.0.58 IN" &14'O TAPLYIN AMM ON,AS MAMUFACTUM BY LT.N.eL LW W/+M NRM EMSEOMW A9 INICAMO AT 'OWMAS FR W/Ow0.60(NDIS)WTOM (N. ETtCEPDCNI SEE Nm 218 16 yh T7. --WR CE PINE FiR SAWN W/0-136(NZSJ -MIN.f/t•ODM PLYWOOD(1966 AAA) 2.AMMON To PNOLL C ER NOT;2005 D PER MOUNiMtO tYPE U,WEFT 17 AND SHALL OONSISI'OFLAG-swm AS 4. =61C NSTALtED FOMMMO ALL OF THE RECONLENO'VIONB AND SPEMPIC0 N5 OF THE AtiCNOR'S 1iRM FLORIDA BUMHG CODE Nan High VeIOCI NL 0101 t EASTERN METAL SUPPI T1'1T11� ti�,rAr.�����rs' ERTHA � "" A Accordion Shutter, �TM�EcO �K�. ■ KV.BLADE#t Wj 17R KV.WiN AinTILUT TESTIN4 a< ENGINEERING COMPANY �0°n Shutter SyF>wt+ms oEsals n 122 Lasa N•W.TQM.9L,!b.'.M0.WOW wom RAI.OA ulna As>to°fattott. Ido. I OLD 11-063 limp DAn --- Rome 1(x5)571-16x.F••1(305)511-153/ 4268 Westroads Drive 4 p' �� `s� •mrn+cro7e1•saoom West Palm Beach. FL 33407 3 4 �F•.1OR10A.: 4t,1,1� WALTER A.TLUT N.P.E a SHI RAIMM Ua J 44187 ` It�STAI LATiON5 y�/ HV e.�A & Hv CENTS tis -=t t oo3OXWE a :V r YM G-4ASI "MA-65STEM 40 1 x'� uh 1111110 e-ao �srEa INTO MUAL. STUtr WALLS Mew.ATMOS AT te'ac ,�':.+;.• 43b zes RAL UMff&MNS QENF AND CONDITIONS OF-USE ALUMINUMMeasy—rs t 3+Rett .oa3e•ttaa ma 4'!c 4r To T2 .TSYSTEM iNST 1 I 0 METAL STUD WALLS S .arw stn Tarns ewwro-s 6 a• i a•oa R .-- —� 3.000' oAr�u�n�rAt�m`0a ,$F,�R�QN TO GLASS SS'.��R:� � Wax. Wf t7�i t��Fs pi t. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (pel) atra! 2. MAX. SHUTTER SPAN. 84" WIND�ZDWE OCSTING CLASS MIN..SEPARATION A3. ALLOWED MOUNTING: AQ ON THIS SHEET. a" /400=w lETdaTt (SEE SCHEDULE) 4. t- LY ENTERMATE 21 WJ 2 HV LOCK ARE ALLOWED i THRU 3 t' ENETR WITH 21 AR Gen A�ICAL LAYOUT. MUST PENEIR a' USE 0 (2) 3 (6" LONG. MINIMUM) MUST-ALWAYS BE 4 IV 1.373'- 1 3 Set/�5.Qe3a'nape tan. aXtSAW FWH T INCLUDED AT RIOR OR INTERIOR ACCESS SIDE OF - gyp• tutx tttrc t raewNEt. AS APPLICARE CENTERMATE. L--- AtilY A-b!3 40 e-eo V ID /�ILK 3O tlN Q O �� •thKt3eea FACT i Ci e o.t~ J4"i SLADE SLACK-DETAIL HVF iS ALSO VALID FOR " CENTERMATE APPLICATION WiTH BLADE1Q No N 0.03W ncx Q eaGRADE40 tl e D.C. Comp'-ON G.d-80 Guv.•srOL MEru WAM HEAS , LNELjIl ¢ -ANaN AS APPUfARE SCALE.310 prP.mP♦_BotroM) I 1.3 4OILV.1/4h TRACK CWWxF7. •^ •_-E—MIM CLASS - - F - ASM A4-a33 MCC 40 Mtn.a-eO .;; ° :.a:.•..;' 'r: .v'., t„-.; _ x;....,. t ;,v. .' r .`;..w•. .. MLVANam FAS 7e 31UDS 14` ,.•z• 'a.',;a "tti:� ..'�• YM R -:AL "` .;.�•' SY iuiETRYCAL• •. `.�;?'•:, •it:a:" 'ibv ":x w <S)lart 1FAt SG�wsON 10�e tlsraaOa FACE GENTERMATESWl' ;CENTE1rMA ES W1' TO ee -y,v '($EE 9CHEDULE)���Mea1 .SAE 4 E'> �. 5: :EXTj,Q(QR ACCj; SIDE; :.jNTERI ACCESS _ ---ate.)- - ------ --- iN - �" - IN 4 1, 24 y -- _ 21 t 21 21 21 • 1 LOCATED AT H _ HV FApF3t/S t3las 4 i 2 (a"min.) 24 .r....� AIDE CONNECTION 3 iI+CQP) a tom,f>�aJ r. 7 e t/2'MAX,SLACX ** (cont,) g BLASE SLIM DETAIL WE M R(jND 8!AlDING = Non Nigh Velocity-I 0261t EA.STM METAL SUI ►�'ee�E�N-TIL j�p � ERT R ~ •`��== TIL ECd�>llr�. �►.*wSwA. �ccori W1OWRion h KV. 4 i67 Hv annE1 w/ /b r He OWWW" TIILR TESTING& ENGINEERING-COMPANY AmirAn S tlon. Systems Aisacitltton� Inc. i OLD ti-Ge3 tt t x333 N.N.sen.Se•sew 303,Haas,aAeam r 9Rw Mies �` Pnme t(30)831-1e3o.rax a 13CsRrt-1531 4268 Westroads Drive = =�0.• �,� .-mae tntmoeaetmm West Palm Beach, FL 33407 3 N. ES-OO,a QRiDP. ��atJ' wAtIERtMt,9tt P.& s P. A E}TDATE 'I iFte7 e Vi t¢ p in 11,JI y z «111 # q pp Z F 4^ ~ atl`C�Oyy ppta W E up 1k1.; 1-x,� LlaZ41 ilid ��(�'fi V fD r ell v r 3 x p p w ♦++a n p v f 1 a R t 1»n i t ! I t g t I i R i l i f l l l l l l I l l n l l l n l l l l l l r 2 O a »G a r p o p e♦+R 7 o K l l a / I p/ ! I p i l l i ( t i t i f i i t f t l l ry l l O = 1�Y4$ wap 4 ea ar I I I I l a 11 1 1 1 doll.1 , 1 21 / W gEEyQQs$j�� �i1d�TTTH� b$ n eapa»app»»a aao a»p $ ono paa oanpea ope a Irl N� w oil, '7]�� o$ ep ea ae » ae p ew ea lap »o' ~�g fJ Vi a s a a 0 p a p o a Y p 0 p 0 » a a 0 p q a p g p p p a p6 w 0 d O♦ t r t i t r i i l t n I 1 1 1 1 1 1 1 1�1 1 1 1 1 1 1 1 I I ! ! / 7 f ! I / I i T !1!/�i�Y� i x ¢ $ i W tyy18 nw n�n rn o�Rw♦! 1 FKI 1 f l Iaf i 1 t i 1 t i Ini fill, t l l l 11 1 1 1 1 1 1 11 �I{! f'�« ss i n l4-TN 1 1 1 w I 1 1 w 1 1 1 1 1 1 t t i t i i •+•••••••••••• :��+s7[ ter P j ♦t t iw I In 1 1 1 w1 1 1M 1 1 0 ��d .� Fs {°. nw FwwF F ww ww FpF 'g F'� ♦ » 4 � R � �• �� !d ee K n r +eF�r t Rt iF I t F' W �{aQ.-1• C nnh hnnhwhnw wF r:ww w F �wh �w pFM �w hq ♦w p w Onh♦ 6' � '�•�C%) ' ,� ® $ nhh wnn whnnnw nn nnwwn nnn wwwwnwwnn F nn Ynwn n'1n`in '�Vf•: ` :��t4 r Y --1;4-T- wn + Y rt99 h h h h F F T M w h T h T F w F w w h h h � � �� \ ••4Q T �?) So F 9 Y + ♦r I t R i i } i t 1 I / I 1 1 1 t l i l l t 1 / I I 1 1 f 1 1 1 I I fit i I i I I I t f 1 °ee r 6i3 aLj t i i r i i i t t I l l l l l l l l 2 K w f l l I I n 1 1 1 R 1 1 1 K t t i t t I i t 4jg i aN !t l' $,.,N„d_�^wp Dp hNppgl,f ♦ qq R t r 1 I��1 1 n 1 1�s 1 1 1 I ! f n ,� »p• pq�ltrq j •_ yj.-�wwf/wt-vn�'wP'�„^�N nP�w �e��w_='°«_r .:' oq ' » f 1 1 1 �« ++ w •t i r i i t / 1 1 1 I r i r 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 1 1 1 p a w Y 1id Y e a Y/ i t i t i lot / 1'a r.♦..f.«r�.♦. "�'�«.•��f�.ff �.f.�� .r.rrr�_�wri �Y�'f ff-Mu- F.T. .� Q p _ r f f^f.T.. k 1