Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL11/5615 Florida Balding Code Ordine ,- SCANNED r g r St. Lucie County ra " Flo da Depa tmentd BCIS Home I Log In I User Registration Hot Topi¢ Submit Surcharge I States & Facts I Publications I FBC Staff I BCIS Site Map Dnks I 'Search Pro 5 s Professi I a� Product ubhApseroval Regulation Product Approval Menu > product or AmIlication Search > Application List 1/41 �^� ram•. Search Criteria Yj Code Version Application Type Category Application Status Quality Assurance Entity Product Model, Number or Name Approved for use in HVHZ Impact Resistant Other C Search Results - Aoolications 2014 FL# ALL Product Manufacturer ALL Subcategory ALL Compliance Method ALL Quality Assurance Entity Contract Expired ALL Product Description ALL Approved for use outside HVHZ ALL Design Pressure ALL Refine Search 389 ALL ALL ALL ALL ALL ALL ALL FL# Tvoe Manufacturer Validated By Status R389-118 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion 'Appmved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us :: 1940 North Monme Street Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/E 50 employe, Coovnoht 2007-2013 State of Florida.:: Privacy Statement :: A iblllty Statement :: Refund Statement Under Flonda law, email addresses are public recortls. If you do not waM your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questlom, please contact 850.487. 1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the Ilmnsee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which on be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: W ® Rho 12 CreC SAFE httpsJ/floridabuilc§ng.orgfpripr ppp Istaspx 1/1 GENERAL NOTES; 1. BERTHA KV. ACCORDION SHUTTER SVISFE W SHOWN ON THIS PRODUCT VO UATIOH WNYpNT ryE.0.) INS DC N VOURED FOR COMPL ANCE W ACCCR ANCE THIN THE W14 (5D EDITION) OF THE FLORIDA BV61Wa COPE Tres ACCOREON SNOTTER'SYM SWLL NOT BE WSBLIM AT KOH YELL HUIbtlGViE 20N6. DFSION MD LDaS S BE OEIEAeT&D AS PER SECTION.: 1620 OF THE ADOW YEVTgNEA COPE, FOR A. BASIC WIND SPEED REOURVID BA THE JURISDICTION WNEAE element DULL TABLE OF CONTENTS BE DISTILLED WITH A DYECWTYIITY FACTOR.M-OBS. USING ASCE 7-10 AND VDAL NOT EXCEED THE UUMUN (A e) DESIGN PRES9JRE RATINGS INaCNTtWU ON SHEETS 11 THIRD IN 10 & 20. PER BE REDUCED VIAND 1l7AK AS5. W ORDER TOVETOTYITHE ABOVE.ORDERM ETHESEN.WWO LAA05 AREA .1; )N BLADES (b & iW . SIRES )) DOWNED ISh�NANI ONFIRSTS RE RATIOS 19 & BY WLTRYUa THEY BY a8'iN OPTIFRm COMPME THESE W/ YAY (ASA).NSN PRESSURE: RATUlCS ULWCATED ON SHEETS 11 TOT ix 19 & 20. DIPAR H - . GENERAL NOTES SHEET 1 AB ITICWTK WT STRESSED, A SS A WCREV^E W ALAWABLE Sinks$ FOR WIND 10A0$ WAS lda U5N W T1FlR ORDER TO VETY THAT �TPATION SYSR31 COMPONENTS I-20 SHEET 3 F FASTENERS AI OF WOPR. ANALYSE.. HOWEVER, AI ORD Na1.ED WAS FOR FACTORI.G.ON S USED SYSTEA COMPONENTS SHEET ND A D L RGE NAVLEIII ST LO D HAS ACCORDION SNUREi $YGIE]I'S IDEOIMY FOR W6ID AHD URGE YL4vtE IWACT LOAD HAS BEEN.VEt61N W ACCOPDWCE WiM SECRON 1609.1.2 OF IitE AOQV[ YENRONFD CODE AS PER SHUTTER MI 14 4 APICAL TuHUT1ER ASSEMBLY 33-44 SHEET ATLROM.Y. AR REPORR`. iYnTiR WWOOW BME & WINNW BETNL -M/ DUDE 0 E0214A1-03: %0715.DI-O3. 01004.01-05. /1214.01-05. /0317.02-09. /O6NA1-I9 AND /D210ai-11 AS PER TA3-201. 7M5 02 AND TAS-203 FROLDNL9. AND ASHY E-1696 AREA 2• ITV BLenE 41%1 AND W WINDOW BLADE 1i�A AND E-1996 STANOMDS. (MISSILE Len Q. WIND EONS 1. 2.k 3). & /1=41-10 AS P INS 204,20 111 M3 1,80I01:01s LARGE 14som (WHERE_APPi IfCAB F) -HV WWDAY BLADE.9 /0605A1-09. AS PER ASW E-18136 ANDE-1996 GIGSLE LEVEL 0, WIND 2ME5 1, 2, 3) GARD PROT6TPJN ONLY MID / 012a.01-86 AS M INS 202 PROTOCOL. TYPIC4L SHUTTER ELEVATION & NOTES ON LOCKS EHEET.t' WSTNEATON DETAILS A-F, CUNCRETelmecK ..SHEET 2 HV DIADE(DAND IN WHOM BLADE Qj ATE. ENOWEER ) TO WORK IN UNRCN 101111 G OTHER VNDR THE GfNEUd. IIYRATGNS AND CONDITIONS OF USE INOICAIN N SHEET 19 INSTALLATION DETAILS FM, CONCRETE/BLOCK SHEET . e. r CENTERI&LTE EW SHEET B 3. BERTHA N.V. ACOMIDON FINS (HV SCREWS). USED AT BLADES KNUCKLE AND FOR DIRECT YOVNT CONNECTION HALL TO TRACKS SBE /14¢.75' AND Etul.75- REN`ECFhELY. 410-M WUW SIRES CENTERYAIE PLTEORNA ALTERNATING DETAILS HV SHEET 9 L STAINLESS STEE. SCREYS WITH135.0 Val WELD SIRFNGM AND 16O W TENSILE BREH M. PINS SLNL BE COATED WIN BERTHA WOACROSIIIED COATNG SESTET AS UANUFACNRN BY APPR04 D CMING APPLCVOFM REGISTERED WITH AHEAC:AN SHUTTER SKSTICAS ASSOCNTOK RNS MUST BM THE HV NAWNO ON THEIR NEB. ENO CONNECTION OEPOS 1-& SHEET 10 CONCRETE/©IDCK 4. Ail EaHtlGlafi SOVtL BE ALTMINUM ASSOCIATIONW ALLOY AND TOAM AS ICAMO ON SHEETS 2 AND 3: Y W WUN YDSTRENGTHN 30 STRENGTH FOR 0063-T6 ALLOY 5 3GA W AND 35.7 W FOR L. N ANCHOR BPAN TABS SHEET 11 AN L005-15 ALLOY. ANCHOR SGHEDVLE- CONCRETE & BLOCK SHEET 12 S AND SHQ1 OU BE SFRIES.OR OOWK50N RESISTANT COATD W610N. STEEE AS PER ON 5001N WITH 30 Wi YOL WELD STRENGTH PAID 90 Lsi YIN TENSILE SOEHCM 3NG OR J10 ANCHOR SCHEDULE- & MOCK SHEET 13 W1STADLESSFLORIDA51E1 CT IHO SHALL COMPLY WJ fLOReIALHIIG CODE SECTION 241111.4. _CONCRETE ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 19 6. BOLTS TO BE ASIY A-307 BLLVANW STFII. OR NSI 304 OR 316 SER ES STNNLISS SIFEL WIIH 35 w WNWUN YIELD SIRENGRL ANCHOR SCHEDULE- WOOD SLEET 15 7. SEE THE FOILOHLN6 SHEET$ MR ANCHOR SPECIPMBONS: HV BLADED : 12.13.14.15 AND 20 D WALLITIDN DETAAS Y-R, WOOD SfOET 16 MV BADE (D& QO waRRBI : IN teasow: 1L 13 & 15 INSTALLATION DETAILS S-X: WOO) SHEET 17 END CONNECTION DETAILS 7-12 & X. WOOD SHEET 16 B. THIS BERTHA HLV. ACCORDION SHVIIER'SY81EI. LEADS A NS PATENT t6'TA9.SN2: NMPONETS OF THIS APPRWAL.ARE COVERED. W %NO1E ON W PARR BY US.'MIENT /5458.1I9 ISSUED TOEASTERN NETAL SUTRA. WC. AREA Hy mNDOW BLADE R ONLY 9. R SHALL HE THE RISIVNSBCIIY OF THE CONTRACTOR. TO VMFY THE. SOLIDNESS OF THE STRUCTURE WHERE S I EF B TO BE ATTACHED TO (NSBIRE FRORR ANCXDINDE CONIRN:Idi To SFNI C : ALL SHUTTER COHMNENI CODES 1101 ASIA N, THIRD FAST TONG IN CONRNUWS CONTACT WITH. THE BALDING To PALVENT WND/RULN W HIGH. TYPICAL SHUITER ELEVATION SHEET 19 10. EACH UNR NUST NEAR PERYALLEIr. LQ&L W A VISIBLE PVCE WITH WYRNNG HOTC DIeNG PENWDS OF HURRICANE WARMING NONE OWNER, TENANT. M OTHERS. WST PROPERLY CUBIC ALL TW AND Na EA ARWINDOW BLenE i70NLY CENTS = AND ENLACE CAR:LOCK NL NV AND HO LOCKS. -- - d• W it. GOTTEN NANWACngW$ HABEL SIW,L BE LoCAp ON AREADILY VISBIE LOCATION. AT ACCORDION SHIMER W ACCOMINCE RNIH SECTON 1710.0 OF FLORIDA 9IDIDWG CODE. CIE LABEL. SIIHl BE INSIL.KMN DETAILS. t1ETAL SAID WALLS SHEET M PLACED MITI CAM OPENWD IA8E510 m COMPLY WRN SECTION WHIZZ! OF THE FLORIDA HOLDING ONE , 12. BERMS KV. ACC0NIO1 SHOUTER SYST S INSTALLATION GHALL COB+LY WON SPECS. WaGIED W THIS DRRAING. MS ANY 8U LDIIW ANU ZONING REGUTABONS PROVIDED OF THE JWRSUCTIM WIRRE PERVR IS.AIVEGU T0. 13. (a) THIS P.Ce. PREPARED BY IHS'ENMM IS GENETIC. AND DOES NOT PflanDE WFOR WIDN FOR A STE SPECIFIC FRO= La WHERE THE SiIE CONOTONS OE`MTE RIOT THE P.E.D. - ro) CONTRACTOR m BE RES7ro gBE FOR THE SELECTION. F RON E AND tl6TALA ION WCUIDNO uR SAFETY THIS PRODUCT. BASED ON M4 P.ED CROONED ME/SHE NS Nor Damn: iRQM THIS DRAWING SHALL ONLY BE USED 7b THE EMOTIONS DETAILED ON THIS DOCWY2IE CONSMUCRON.SNEIYAT' WE IS THE COTRACTONS' RESPONSIBIRY. - OBTAIN PERMITS IN THE STATE OF FLORIDA (a) THIS P.ED. DULL. BE CONSIDERED PAYUH) IF ATERED.ar ANY AEYNS: ((�� 511E SPECIFIC PRWECI^u BOWL BE PIRPNOD Bt A FIORIOiREGRTEIYEUENpNER � NLCINECf W1CCH DULL BECYWEiHE EION63T OF RECORD (EO.RTT FOR THE PRWECI 0.VD WNO WILL D RESPOI6IBLE FOR TE-PRCAfR USE D< THE P.FA ENCWEi]T OP' a'NRO,. ACTNC A$ A DIECNFO ENONEFR m ME P.E.D ET%.1NFFA SNAIL SIIBYR m IMW UT)i THE SIE SPEDRC 6RAWNGS TOR RENEW. (a) OttlO1WLL P.ED. SMALL BFAA ME DINE AN0 OaCWAl SELL ANC. GIIXUmFE.OF TIE PgIE£SGIOEIAL ENGINEER OF RFmPO TNT PRWAAFD R. I ILEGOIG. AaS.S.A. American Shutter Systems AS80CtGttanE Inc. 426T) WflsiToatls Olive West Palm Beach. FL 33407 ..NW W W.l•.1Y Accordion GEOoL.ter SystA Kva#1W/CR W/oIVw am TILLTT TESTING & ENGINEERING COMPANY mas xr. aaw st ss m vttw GNWDa. RNmA vH Pnm.: (31W)671-153G ..Eu : (30.5)an-lair o- 0, Ulom oHLan D-o 'o WALTR A leLx s. R.E ELsm lR E MILT UN. Je3ce . an ORINN W. YL 11 BID I1-192 4113 15 RAND 4 13/ 2 DRAWING No 15=08 3 a SHEET �� . )NS OF USE OF BLADE ® ON SHEET 19 6063—T6 ALLOY AND TENPCR 1.91T' o 6�• O50' e b> L680' it HV CEWNG HEADER FlED FOR USE W/ HV BADE t ONLY, SEE SECTIONS FORVAUO 6063—TS ALLAY AND TEMPER YiiYiililm IN ._ 4RRs• 3HYUNNERSAL FLOATER DDAf1FlE➢FOR USE W/HV BLADE i�% 6005-T3 ALLOY AND YEMPER 1 9 HV HEAAL DER/SILL OUAUFIED�F603ftT6U5 � D TUMPE ONLY ALUMINUM ANGLES OUAURED`FO$ USE . W/ IN BLADE 1 .ONLY. 6063-16 AU.OY AND 'TEMPER" N:41 B�HV WALK —OVER TRACK OUAUSED FOR E W/ IN BLADE 1 6063-16 ALLOY TEMPER 0 OOu➢aNEN( A B TI T2 �j. RY 2• 2" 5' IMX 5' WS. I1V 0.19T IIW 0.182' t0 a.s• Y W. a190• a190'. ® 2` S HAY 0.139' 0.131• IL E'C O E.G. TILUT TESTING & ENGINEERING COMPANY Ave ".. . it.S =1 veo,AL GvAPQAr. DYILJ. N PhAve 1 L3owl-t590 . I.'. (3ra)6ai-1601 ;(�)HV gw/mr STARTER OWFIOI FOR USE W/ NY BLADE 1 WfR—TB ALLOY AND TEMPE j A.S.S.A. American Shutter Systems As3ocictten,,Inc. 4268 Westroads Drive West Pqlm Brach, FL 33407 Kv. IN NING No 5-085 HI]C � i1NN1' anAmN ©LOCKER FOR "T` LOCK CENTERMATE QUALIFIED FOR USE W/ W GLADEQONLY MU-76. ALLOY AND TEMPER lam lJ ® LOCKING RODA OUAUFIED FOR USE W/ HV SLADEO 6063-T6 ALLOY AND TEMPER W K CEN QUALIFl 60 3-TT6 A�U.OY NO TEMPER t ONLY Ell 6063-16 ALLOY AND RUH FiV 3 8"N—T6 A( ,�cENSF /�'��J, HV CbRNER CEMERMA'TE. OIIAUFIED FOR USE W/ HV BLADE l ONLY 6063-T6 ALLOY AND TEMPER 3.161 n P. OUAU 60bTM1tLOYWdNO E&uPERE 1 & a IL EC0:in 7c. NLLR TESTING & ENGINEERING COMPANY xa xti. iea� sE. sal.1530s ma w¢sw: rtr«1w as Plwiq : <ssslarf-ism , ro.: {Sosye>i-Iasi P TaM o- Nab. 8W — 31e Rmw HV .LOCK ® HV EGRESS LOCK QUALIFIED FOR / ILV OUPllFlED FOR USE W/ W ONLY. BIAOEQJ&QONLY. 30- aD. 18. ,g P A5TC NEED 2 . HalDEO T 6CREM � n s _ Mutt I, g 20 x 3/4' �� 20RIVNUT'� a c HUM -_ s 941 qtA . (m).-n Ml.ae M O.mcc me P, seal NmDoo. Port /seal As Mhr«1PxncRT n Aw. am%v 1iY1aTA PARRPPOD', NET.b6LY PY65A OI COIML t1V ALTERNATIVE LOCK QUALIFIED FOR USE QUALIFIED FOR USE W Li\ W/HV GLADEONLY. LIME(11 ONLY. ® HD LOCK OY-REOENt HARDWARE MOROSE LOCKS SEWE9 2333 HOOK QOLY LOCH. QUAUFIED FOR USE W/ HV BLADE( & (A) AoS.SwA. American Shulter Systems Assoclatlon, Inc. 428E Westroaas Drive West Palm Beach. FL 33407 PAST. NV. SAM #1 W1 DR AWING No 15-085 SHUTTER ASSEMBLY SCHEDULE FOR HV Q HV Q i� HV BLADE 1 HV BLADE IA ® HV LONG RECESSED NYLON', BUSHING KV SHORT RECESSED NYLON BUSHING HV NYLON NAT WASHER 1..!' _ HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'x31167 THICK NYLON WHEEL 0.188'0 NSI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ 08 HEAD ® HV 2 3/4- ACCORDION PIN W/ #8 HEAD (9 POLYCARBONATE IMPACT RESISTANT HV WINDOW g1a1:1'l� (1) HV PIN. ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ OR HV CA BLADE. (2) HV PIN @ MAY BE USED IN UEU OF @ AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV ( 4oa - BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. A48-1- TYP. (3) HV PIN ® OR @ W/ 1/2' D.D. 1/16` THICK S.S. WASHER O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET UL-M KNUCKLE <m9 z MUMSIG'1 Oros EXTERIOR NY PIN VJ OR �.` AT E DR BLADE'S KNUCKEE. (SEE Now ' Tel y 1 • 1 C s r i• L . i i�. Ile IE C O-mc. TILLR TESTING & ENGINEERING COMPANY B.W M ]6Y1 R: 71 VY F. O fl.$ l-IM A Plml xi305M1i-19]n.. Fat : (515�11-I531 sz aADE D629' sfu>�E'x -0WS AD33' RESINS, UV-STABIUZEO GRADE INNOVATIVE PLASTIC LEXAN 103 (SEE NOTE 'F- ON SHEET 19), POLYCARBONATE SOURCES FOR tnv4 NOYWNS rmcac Swaw Nmla 1 PEIOma[ � ssvp oawr ,vK wvY aap mM' nw mf: raTKsrat resNA ma stwtmm u u we vam o«s vzm aal ALruW $MbfiiNFLA •STI D)11 IieOo wt• t;Ptl v.++ rurawu. mans ern mm slyaa wt .ul.mv wl. AvxD nonxw am am wsl Ian-mM n rt-mta swa m+src am mau aza suaKlx KtIK a mnec un oan 0-1 aass of aw w axmox asn olom w r vao r IQdII>�6 a5W aa1 RNYf STV.Wi111 Y1O111W1 I9Y 618 9]W P.l OOW O+L fiNSY£ Y100 D6Ql FTmeR /9Y tt9 Q181 wt NM paC A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West POIm 8eoch, FL 33407 HV. BLADE fli W/ LR jig,�tttt�tttttttt�))�tttinta�n�tr,>r��s��� ,Zy NL _Lih a LIM m• TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. BE USED AT 1/2 CFSHUfmi SPAN 3 UP TO 105'. MD MR DWALIAM x ANY ,ca sxurlE Anal. PURPOSES. UP ro rAD HV LOOKS OR 'WY BE USED AS AN INSIDE OR OV19DE LOCK. CONNECTION OF LOCKS TO CENIERWIES OR 63 SMALL BE AS Nell ON NOTE (1) ABOlE, I W OF LOCKS �^�, /2 LS LASED WlIVSO H V IDCKSb LOCKNO ROBS' ARE NOT'REWIREO ATj1URftiCN1E POSNION. DUT NAY �v � BE USED IF.TIRED TO ENHANCE SMUTTED PERF CE LOCKING RODS L'Aj` OR AN. ALIERNATNE BEYICE NAY ALSO' BE USED AT SUCNMC POSITION (NON HURRICANE POSNOPJ). {; ONE fN LOCK � ® BE USED AT' COANEIR D SPM AND BbTAWADONe AT ANY OR NSIOE.WCK. ATTACHED TO 03 CORNEfl CpOERNATE.W/(2) 1�{ 0-20 w TI2• LONG MT xFAO S5. N.S. TWO IOCMNG RO05 AT TOP h B OM Sk4LLl. BE USED. ON F LOCK. SHALL DE AS WDC0.IED ONIYPItlJ- SNORER EIEVARON. qq NAKUNN SNUi1FR SPAN SNAl1 BE OETERMNED AS PEST SCHEDULES SHOWN ON SHEEP f2, RD S •.ONE ALTERWTE HV LOCK NAY BE SW W UEU OF NV 1DfX or a ANY SPMT Ax0 INS TIONS AT ANY ELEVIl PL MATE LOCK 'MAY BE USED AS AN SDE OR OUTSDE L)CK. ADACHNFNT OF I/eO-204/4' S.S. THUMBSCREW ID OR CENIEftWYES. SOML BE MIDE W/ 1/4b-20Ab/4' AWN. y RNNN AS SHOWS ON SECDa1 LAVE. SKEET S LOCK SHMl BE USED AT 1/2 OF 5IJM SPAN OR TWO C i LOCKS AT 1/3 OF SHUTTER SPAN. B. ONE W LOCK 0 a ®ar 0. SPA1L BE USED AT 1/2 OF SIRRTER BPN3 FOR ANY SPAN OR IV ABWE OR'BEII 1/2 OF SNORER SPAN MR SPANS: UP TO W. AND FOR NSIAUADUNS AT MY ELEVATION. W LOCK 0 ar 0 er 0 NAY BE USED as AN INSIDE OR OUTSIDE LOCK. ATTADHEO TO 0 " 0 SYNMBTWCN. CEMEmeal W/ (2) I/4'-W K 1/2' LONG FLAT MEAD SS. a Me �[. YCN OF ICON SLAW BE AS WDICATED ON YYWCAL SNORER E I VAIRON. USE OF LOCIONG RODS �y OR Q TOP -AND Barrel IS WWPIETELY MANDATORY. *NOTES ON NV "T" LDCKS AND CENTERMATES OF CORNER I _wI CENTERMATE ; ; &IrAVUWTE I'r LOCK WY Be IIIS,[(= IN I OF W LACKS OR FOR ANY SPAN ANO 1. in He I AS AN _ IL EC0ina. TILI)T TESTING a ENGINEERING COMPANY BP •Q.Q.` BSV Kl ]tiN...94 SLL.i1. fa.VAF.. �r R➢PM ]J Irma : {Nu)aTi—+5J0 .. : (IDSTeTt-1ST .-"a luasooaa<wa all MIURE/BATE M. l A.S.Sll American Shutter Systems Association, Inc. 4268 Westroads Drive Weer Palm Beach. FL 33407 NAY AND 12' E HD LOCK (ii WYOE III W LIEU OF LTERNNE 110 WY BE III 3 t8 K 3/e I SSNS. MW WGUIDES SW 10, LOCK WY BE 06VUED AT 0 tS COwuxa.Y CPTKNB_ HV. S ADE 47 W/ at C. e 13) INN NOW Wall m. Paijte. 1' Mir. 1 4'0-2eaS/4' S.S. EO W. SCIiEWi USING f/4'-ZO NU15 L' O 12' a.C. 3 of V p dlFi�: _ f .2w W. oN n2fl- r! 9' —/ wuE funwHFD © HV WALL SILL IH5TALLATION %b&2M or �Eenaes _ 4 FOR/IA Givras • E D. _ COGS OISOHCE ♦SEE uN mfd; OF WE FOH SCDOfis CANOE. co atfiv '(SCE S Fvt 11ONS.ON SHEET 1� MADE �ON SAET IS ' %Jr NIT MUMtAIM. M. it ECOit . TIWT TESTING & ENGINEERING GONPANY BfJ' Xt YP. SF Lw S1J. NRNn Wmf}1E: r[OlOM 11 Mime 1(b05)9):_15J0.. Fa: (JW7871-151f @ HV WALL HEADER INSTALLATION . swr voN SO MJX ON r ofR �1 f'a-2MSJ4' S.S axwrs tt1VCNECE AVCNDRS NFM WGeNE SCReMS (SCE S MULE ON W/ f/4'-RO NM O 12' ex. -PCORm mcrr E SHEEr 13) OR CONCRETE"e[DGK FKOWRED @HV WALL SILL ANSTAUXTION INSTALLATION DETAILS W1 M HV BLADE A.S.S.A. Amerfean Shutter Systems. Assoelatlone Inc. 4268 Westroods Drive West Palm Beech. tl 33407 OR W/0 tW- No I OR most I ir"waSO N s EET i]) [,MT SON CONCRETE O4 (sE scxmHE ON sNGET 1 .) HV WALK —OVER INSTALLATION GE cf IG APPLIf/RlE ,CNORS w MT HF/n LONCREIE I a IRED UTE (EEE aalmn c SHEA la) 11 ,TRENCH INSTALATION ,WD ONLY (OR T♦TD. PAR ASE. DESIGN PRESSURE RATING h MR SPPIiS scnmuut /], sRm „ Nau/a' IEx rain , s1- I �' o tz• oe t a 1 �' " t/.•real.• a vs (I/s oDFs- O.C.s, caa+nE ANaWRS _ = a OI9 as as.os. - - , uw• Ys O Ir lae ao wars W/ no o R• D.D. ' (SEE sc,iMu: ON � I .qt�___.._-1 sxEET ,a) 74,8 I�•.1. I• V"Q - z.ao Wp4S'ai. my m m+aNc / I ~ EDGE aG SVB E /11w]/4' FH. SA.S r NIN ED y IeDw mY ]E AfPIXY+BIE cowcrtelE.N+wole: SEE NOM 1](5) o a' NOTE, - , p POURED (sEE seNmwE ON ON s ff I PDORE I coNaeETE on saNDiVIT i'(D) ., i .. • ..... w W OR EVE HDCN s, 14J OR CONCRETE OMIK D REOUiEED © KEYSTONE MOUNTING INSTALLATION "°"u PaaRED HV WALL FLOOR INSTALLATION •'PM1i1S0-0f90MP:'u:n°" u�olRrEu © HV WALL WALK —OVER INSTA t�TION J HV RAINGUARD INSTALLATION t f t eta A pNv Pm w ettF D6TANCE RE � WHEN OPEWIDE faR ♦ NEXT,� t6E f01t 91EEf. faR „P5K (��°""°� sNEEr "' �N INSTALLATION DETAILS W/ C) HV BLADE i ,vEE° w"iD st'm°°aE i"sxtD+sr°Ei+uii'�,'"E° FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane 0 =IS GESTEEo+ YEru surreLY, Pill P�' CEN !•may',, BERTHA H TY sF A S S A Accordion Shatter System Z� s IL E C O /xc. ■ ■■ ■ KV. annE #1 W1 OR W/b nx W=N AM .k//�f• Tt= American Shutter Systems msw,Nm, •o'•' rSTATEOF : � TILLR TESTING-& ENGINEERING COMPANY AssoelOtioD, Inc. , OLD It-Ts2 a n 15 oae yaps W aw xaw am. W- sW. as vxm mma,s. nau vI 4261) Weslroods Drive a Praia : (Wa)eTl-I510 . Eaa : GO3�1-15], DRAWING NO Palm Beach, FL 33407 a ' 5J-0855 94 n•.. I X-JM, 0 ra. . •, Ill IIIR 1 �- paw a v2s, a t2` ua Lvu. IExm,r. :te rm>Es on [aowa Imps � . Nv \Gls+s ®wQ INSTALLATIONS W/ i HV BLADE W HV GENTERMATESo "' DR SEE END WALL CONNEC11 _ EXISTING cuss DETAILS ON SHEETS 10 ✓!t 1 ----..____._.__.-__._- _ --__ -.--_..-.-- _-__----_-__ ........-.-T 3 1/4- T a 1/2• IN ' ` S a a� I 2' a «s as 10• ® UT HVB HVC 10•®°+®•�®'®" r, rp ��°A©'�j- ®® twsnxco G CONUcy STING 8 •®m�•®n�'�J�cvss R CA ------ IN V. ,✓.',lJ'"�6 CENTERM -.� �°'®'�m®,®„ 5 ;L- * (srisam tE W ECK 6 ( ) ®��Ip®'®•`�'� IXi SHEET 11) WN. SFPMAIIGN to ON SNEEf 11) {INIERiGR) _.—_—__ ------ _.._-.-_—_—_ OUT m . 16' G.C. * * '® a� OUT s,/rwx•sux OUT `O �) HVE HVF** HVD FLOW BUILDING CODE Nan High Velocity Hurricane \\Q\\NUNI IN..... \,�EPP:711</pv 02 EASiENN NEGL SWKY• INC. B • H HVnn 4�6EN L E C O 1■c. ■ ■ ■ ■ A S S A Accordion Shutter Sysb KV. RME #1 W/ a( W/o KV. vWH)OIT lum et iltuT TESTING &ENGINEERING GOYPANY TESTING Antertean Shutter Systems AesocfoHcn• tnG. \y, e�GlN,ow ortt DWMX Im'Nl , OLD 11-192 4 N i5 MIN- 4 13/ q'. STATE DF iC —.Q. n�ii:• Nu x:T. sea. cwOa+R'nnlm\.11+ w;aw v (no5)+ tr-trio . Ett : (wslm+-154, 4266. Westrootls Drive West Palm Beach, Fl 33407 : DRAWING No a 4a_no a.. -,•,.L ahi .„ ua. r.. :.PxF ITiL * RE tM1E 6 iOR NI l9at� . 'rwcx, m 91FE1 e. 0 HV "T" LOCK t 9RE5'9Nf rllroMm .-n u+a4 craccluxsc +Fa aax wnma, rvar/.mzo. Aa..9nwu.+ulrsa er � Saar 2YItl04 PIR4lLIY. MEM APS a]o5r W [mW. awa '.a.•umsux 6IN MK. WGtal W A6T P, rs aat s a9.ssni wa>wc cum.®canes Ioa-ea. . Pmrw*m. al mcs 9QEf. car m� mx tm as P6Tµ1�Mr1 LLPL IM:91 11 t�1. -® W oUT 0-20 x 1 1/2" S.S.M.S. 7/8"0. x 3/32" WINGNUT. HvG= IL ECOEete. 71WT TESnNG h ENGINEERING COMPANY 1, PE "IV 4 Q � A.S.SmAs American Shutter Systems Association, Inc. 4268. Westroods Drive West Palm Beach, FL 33407 'A Y•� i .r Ml rn rq. !.NiF 1 WAN �rl•_'KVJM �M 9E tll[5 fN IGCWL W0®. IO®1au w.8R1 .. �1l.W✓1. M4uM O.YYQMN KO x96 'rLF 191 W 9NRIlWF9 YRIfiTrM .ip iC((1% Accordion Shutter KV. MCE #1 W/ OR W/O KV. WIND M11 OEM POc GR U 1 OR Qy". cp 81w1w. GaN0RETE uN= w REWIRED ,ND CONNECTION DETAIL 5� —E CG i EaG°Gal S _ 2- N,N G A55 r -S I. i Ia rZ- ro �� m m srrw(.Rw 1pG',°• MA14 an n v wR 9ME m ® it-r rAADE (D" a sm to me r �ae� "I. ONsm lv-rw a ma ® u vnreYl soe lip . W(D) I ♦RISE I' OR 2 MW ii O,1/2' SAtS. I (XS M CIAP AN A NIJ 1/e'N'-2 1 V le' O.C. -�-� 4 (GOG°-TG ALLOY) A N101ma1T (1) i10,1/2-S.M.S. tOQk 4 (2)1/4-e TAPCpiS ONORS TO WN AT 1- O. ( TE AT t 1 DR DiNEIi 510E OF©) 1 OR OrSIX SGIE OSIX NNECTpN SI OCTANECDC"I FOR 1 OR ro TRAIXS ® I TO TPKKS E c 4 ®^O^Q O O'{�'®' .G T.e .®^ ®•Q�^®•®/�'©'®^ TrsAaa CL�•®�©•®'©•®^ 10 END CONNECTION DETAIL CONNECTION DETAILEND ® N�CT®0t®D®^ ,END • REalaOD --Y Foe SPAea G Iut n lr- kSS OmcN WuL G aEOwlso 4 4 RON 4 165A.0 -_____ dA az1 o.0 4 ONNA�s® OR� 5 0 4 6 OR 8 091 M 2' Wk ' BVaE aiA1014 OF ONN SHUT Is R ©ry1�OR�OR�OR i� VIEW Y 1 OR (Ir PLAN m^ °p.p•p-0• ^ DETAIL END X / I S LL ON •®^ ©.p.®.©., (f) HV LADE Alt HV WINDOW BLADE INTO •(D ®^ CONCRETE OR BLOCK WALL CONCRETE �•®'®'® ®'� © ^®•® RORM BU CWNon High Velocity Hurricane Zane TICS jT,,, °V............ 0 2015 FJ.SIERN M X SUWLY. Me. BERTHA N TN .. •�CENS'':�9 %. - t� Accordion Shutter System c O iNa. A.S.S■A. KY. MADE y1 w/ OR W/O Kv, Wtaw/MA X American Shutter Systems GacAw,wN wrze<: N,. . STATE OF :'�� 71LUT TESTING i ENGINEERING COMPANY wz ,.. >OA, a. s. xt, vswv. G•mas t u1 A950CIatIOn1 IDC. 1 OLD 11-192 113/IS Gac 4/15/I5 2 GRAWING No 9a- nan.: (]Gep)i-190. Fw : (xis)an-191 4268 Westro0d5 Drivo s G P � PA,r s ••••••• G Inxoomo� OT-oaosne Wasl Pofm eeoch, FL 33407 1 rJ-08J y.,4�DNA�k ,\� xwlai A lug'&.. PE ti . i a1V a SHEET __ __ MAXIMUM SHUTTER SPAN' 'L+' OR'L-' (N•). NR IN NS IN am, (i� 0 & ® 01 Or W/ ONE H.V. LOCK ® or 0 or or HD LOCK W/ NO LOCKING RODS or CENTERMATfS & ® W/ ONE HV Y" LOCK ® W/nV0 LOCKING RODS TOP & EIOITOM SEE NOTES Ors I• w ) CONCRETE & W000 p6rFMA71GN5 0 1W1 MCtdNING ilpOR{CDUNO uauMlNc L4 w L- LA (4 I L-(0 30 OR LIESE5 IW-W 16'-0• 16'-0• I Nv 35 14'-10- 14-10• IS'-2• 18'-0' 40 IY-lo- 13'-lo• 1 '-Y IW-2' 45 IS-1• 13'-1• I -r 14'-3' 50 1Y-5' t2'-5• t2'-6' 73'-7' 55 II,-Iw 11'-,0- IV -I• 12'-I1' 60 I i'-C 11'-4' I i'-r 12'-4' 65 10'-,a• ,a'-,o• II. -I. 70 ID-6• 19'-g" 10'-9• 1I'-S• 75 10'-1- 10'-r 5 4- 80 W-10' 9'-10' iD-0' 10'-9• 65 9--8' W-6- 9-9• ld-5• 90 9'-Y 9'-3- 9'6- 10'-I• 95 9•-0• r-9- 9'-2' 9'-lr 100 8'-1. 8'-4' 9.-0" W-Y 105 6'-7' r-11• D-9- 91-41 110 e'-4• r-r 8'-7' V-2' a'-r r-3- a'-. 120 G'-T V-it' V-2' 8'-9- 130 _ p• T+8• g'-6' 6' ' M T-r W-2' r-9' 7'-e• 140 7'-5' W-1 I' r-r 7'-6' 145 7'-3•. 5--9- T-5' ]'-s 150 7'-2- 5'-r r-4- T-0' 155 r-o' W-S' r-Y W-9• 160 W-11' 1'-2- 7'-1" W-7• .165 W-10' W-1• r-0• G-4• 170 W-9• 4'-110 V-11• G-20 175 W-7- f'-9' a-9' 8'-0' ISO 6•-6' 4'-8• G-0' 6'-10- IS5 6'-r 4'-T G'-r i-6• 190 6-4- 4'-S' W-6 5'-6' 195 6'-r f-r 6'-r 5'-5' 200 W-2' 4-2• 6•-4• 5_3• 2A5 e'-t' +'-t' �0'�T• W-1' MAXIMUM SHUTTER SPAN* 'L+' OR -L-- (ft) FOR INSAIAONS W ONW. Hv LOCK or / NO LOCK G ROD$ (SEE NOTES t. It) �6Y1 � rtN ( aai CpNCRflE & WOCO MNl 9QINIING e FloWaamc--(N L4 PJ 1W 35 14'-10• IC -Iv 40 13'-10' 13'-Iv •45 IY-1' 13'-1' 50 12'-r 12'-r 55 11'-10• II'-1r 60 11'-4' tr-4• 65 10'-,w 1o'-Iw 70 ID'-6' Io'-6• 75 80 85 90 W-3" 95 9'-0' W-9• Too e'-9' e'-4' 1D5 a'-Y 7'-11' 110 8'-4• 7-Y 3• 120 9'-0• 6'-11' 130 Y-0' 6•-r 135 r-r 6'-r 140 r-r 5'-11• 145 7 5'-9' 150 7'-2" S'-T 155' ISO 6'-111 6•-r 165 6'-10• 170 W-9• 175 W-7' 4-r ISO W-6• HIS 6-5' a'-G' ISO 1'-4• 4'-r 195 6 20O 6'-2' 4'-2' 305 s=1' f-P IMUM SHUTTER SPAN* 'L+' R -L - (FL) INSTALLATIONS RWMETIRfrAL 4t W/ ONE HV LOCKS OR W/ NO LOCKING ODS (VAUD FOUO&NIING® Asn A I. �,) CONCRETE INSIAUAM16 Elam/mono .axons.. OR RTRaBW L♦ w L-w 30 M IS'-2, 5 16'-w 40 14'-2• 15'-2• 45 13'-4• 14'-r 55 11'-I' 11'-11' 60 10'-2• 10'-11• 65 V-S- IV-1• 70 W-9' 9-4' 7 IG-9• 7 01SEM ATION ,FIEND CONCRETE & WOOD MANSORY WALL A. B, C, D. I. M. N. 0, P, 0, MOVMING F: K & L R. S, & V. FLOOR/CEILING C, H, I, 11, J T, It W & X MOUNTING & N b MAXIMUM SIAmER VAN -L+- OR -L-" MR DSTAINTIONS INTO WOOD SMALL BE UNTIED TO 105 Psl. A.S.D. DESKUE PRESSURE RATING. 1' NV CORNER CENTEAMATE ®3 MY BE USED AT ALL MWNTNO INSTALLATIONS. LOC" SPEDFlGRONS SHALL BE AS INDICATED ON MANDATORY CONDITION JR NOTE is. SFIEET 5. ttO(QPT THAT IL4OYW SINTER SPAN 1+' OR 7-' AND MQBULU AsD DES PID F9iE5ARE WIND Me 9STNLAGRI9 INTO CONCRETE OR WNCREIE BLOCK SFWL DE LDITIED AS fR1065: 1- CONNECTIONS TO KEYSTONE MOUNTING IN= TO +64,-72 p.x.l. AND e'-o' SPAN, SEE MOUNTING g)ON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" n HV BLADE • ;ACC/i'Y7i IL E C C AMC. 2 Wt TILUT TESTING & ENGINEERING COUPANY # •* 6RT.. sanas. Aet vraw cAA00rG. nQcw 43. 11� Mr 7Ln W: v1,m9aal.cwn )RIDP � � rPLT6R A nun x. P.G ��_tQi.G.i` ._._- IILPrDA u4 / Nibl A.S.S.A. Amerfean. Shutter Systems Aeeociatton, Inc. 4268 Westraads Drive West Palm Beach, FL 33407 (1) L+: UWUUM NIOVOQ E SPM FOR A GNEN POSIME AS.D. DESIGN PRESSURE RATING. I., MNL NLOWABLE SPAN FOR A GNE11 NEGATIVE ASO, DESIGN PRESSURE MTNG. (2) PRO. --RE TO DEMIMNE UAXINUM SPAN FOR WALL UOUNDNGS (TOP/BOROM) OR FLOOR/CDUNG CHER A POSRNE ASD. DESIGN PRESSURE MRNG, DETFFOXN'E MAXIMUM SPAN 'L+' FROM SCHEDULE, GNEN A NEG.4TNE A.S.D. DESIGN PRESSURE RWIM, DETERMINE MA%IMUM SPAN 'L-' MAN SCNEQAE. nNAL MAGNUM ALLOWABLE SPAN 6 LOU L TO THE MIMMUM DERRMNED SPAN BETWEEN l+' AND'L- (3) PROCEDURE COOS NS IINTBETWER1 WALL UODO DMWNE UNTINGS M VAN MR W/ FIOOR/CBUNG MOUNTINGS: FOR A GNEN POATNE AS.O. DE9GN PRESSURE RARING Ll+- . U.- MAX. SPAN FOR WNL MOUNTING ouNnNGT1(X15 Lz+a MAX. SPAN MR FLOOft/CDLFNC NOUNDNG INSTNlAliONS FOR A WEIN NEGATVE ASA DESIGN PRESSURE RATING DEFERI,! U-. WX. SPAN FOR WALL MOUNTING INSTAUARONS. i,- M. SPAN FOR FLOOR/CO NG MOUNTING 9ASTALLATIONS. FINAL NAGMUM NLDWAHE SWAN 6 EQUAL TO THE MNIMUM BETWEEN 1,+•. •Ts+ . i1= AND %2- (N) GO TO a%DB1E SPAN AND NNOR NMUN EGATNE A.S.D. DESIGN PRESSURE RATING TO CETERMNE MkQ14UM ANCHOR wmwa■wl" InIffIM Accordion Shutter System HV. BADE 61 W/ OR W/0 HV. WNECIN 0" AWING No 15-085 �mmmoo�oo�mmno��o�mm000nn�®��oonommmo�g���000n0000 mmmmmmOO(F�lpmOlop7m®mm00op0000 mmmOOD®OO mmmmo]MIAp mmmm®0®®01p15111 Oloxg ooOIEpopIE��O�ppppp ®MAKE OO �L�m�OmFf� ®m��OOO UJ®E1 ����®m�Om tr�7®mm�� HIM mmm000t£yo mmm0000©©mmm0000o mmmotb7000mmmoFl7©O00000 moo ®m�00©vo m®mOOOmiCr �mmmoonov mmmppovoo 0mmop�m®o 0000�noo mm m00000 mmm0000©mmm0o 00o mm®Oo��0It00 [O�m�lImo�7�00 00000m©O �m�°i�to�i000mmmmonude�m�mml����©mmtmo�oi�oo�i®�i�mo�tt�.'s�a������ ®o mmmnnoo�mmtnototnoommmnnnnommmo©000mmm000-�o 00 ��mmmoonommmm00000�immn0000�mmv0000 ��oomom�000no�io mmo©e mmmom�ao9ommmnlu000mmm0000sa 00000mmmm """Mice ��m�v�000iat�mmoo�®Ao�®m�o©oom���®���o®movm�oo��omo©o� [O®®m®mmm000 mmmo®oopo m®mm00000 LOm0ppp000000000popo IFI�®®Imoppopoppoppo ooLppp�oO000 ® IN == pp tOmmm001®OOo m111@@11"0po00p0m®DO�nt7o®©©©mOmoCr®oppO�©©DOaOO � mmm0©000mmmoD000mm 0 Ulm mm©00000 mmm00oo0 1o00000 ©®DODOEEI mmoLF1000ommm@oO000mmm0000ommoo0000mmmoB00vO 0o Will MM Ea mKill mo Mp mmNme'ingo 0mm000p on�pp®Bppppoocon=voBplplopp qKpoo ®�000ovOO m�mmO®00 OHO©©OOO® mmRUN=Mm�mOQOm �mmOO000 �amimmioAo�oi�oo®0vpppppp��vommMiMMMMea� mm000vo�a®�e�0000�®000000� 6oPE®Ivo n����ao�i o®0000MM=UM000 Om®OOOm mm000000rameoe00000aamv0000gogn000v000v0000000�.000 m�ooavol��®ru0000�mmvo� �a�®ovv�d��l����oo oo� o�iBv®oPiov mo�000��mo� Qu®�Oo�o�io�000���o�®o��m�oodo� ' m0000000moo�000ta o0 oovoo volnls000 ta000 � �0000� o©mo nm oBREBWWI1pp111��o�p�Mpp®Uo== ®mdo��®Iv��o�OC7C1®of00�oKill movppppoopppp��moopvpppop0pppp ®®o tL- E TILUT TESIINO k ENGINEERING COMPANY ary as xm. a s.. sa. wwu u+wm. nom� a PI¢m : tkGJBlI-I5J0. Tm : (J46)9)1-ISAI fH-ale6)18 w.'LTFR A 1 a T P.E Ra�A lk. MIB) TAPCON OR TAPCON WITH ADVANCED THREADFDRN TECHNOLOGY ALL POINTS SUUO-SET BLUE TAP TAPPER+ t SEE ANCHOR SPECIPICATIONS ON SHEET 13 ♦SEE U�nTION5 aF USE FD(1 WADE ON SHEET 19 10 HV BLADE OR n HV BLADE W/ M HV WINDOW BLADE WORKING IN UNISON A.S.S.A. American Shutter Systems Associctian. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 KV. BALE $1 W/ OR W/O KV. Hurricane Swung" MOM oonnnmmmnonnnm ono mmmnnnnommmnntnnnmmmonon mm1n91 1131®m.nnn� �m®mnnoon �mmnntnng�m ����mmnono� mmmnoo mntnn �nnnnnnnnnmmnnnn©mmimnnn�® mmmoouoommmnnvv©mmmnoo©tv. mmmnnm©ommmnnnnmmmmpnp000p�p�� ® nn©om®Odppp�ppp�ppIO® Opp�ppOpOOppm®�On��F�� 0n®O000O0iD��OO��®m�0000 mmmii:iim mmmnMK31 'oil ®mmoo©ovommmnnorao mmmn0000 �mmn�v©Io1°{n®uom mnm m© mmm000v0t0mm00000 mm00mOCE0 � nm��000d nmmn��'ni'i®rLinnn�iw©d mmotavotao mmtno©tn®O aantatutaRata mmmmnoe0 mme�nL�noO mmnnon00 mmoo©otoommmnouotommnvoo7ato mmmon000mmmnm©v7Tamm7�noo00 mmto�im©raou7mm��ii�nnnmsumm�®ao ��©OOOOOmmn00[fl00�m0©®©00 mmmn®OOOmmmnOnOO m •• O�t�OOOmm00000�mm �OnnO ODCtO miLm©OOOO m®nnn00 Ti�mOnOnOO mmnotv07atam�lraoraotatta 0 mnfn©oonO1331 �000 ®®o �mmm==oo mml�v0000�mm�ssnn�n®ny0000 ��77©®©®m©®pnvooppppvppppo KIMMUS®OppMIRAMM O®OM= �p4mpnonononta ®�iiovv 000nop 000a® ®n o vt a vOt a mom ©OOO7Ta OLEl�1L710000 0�n000ta�m©o�oov000�noo�ioM� pp 0000 pp m000000�173•lOnOOO000nnO0000 mm000voo Enuvvvoo�m mm00007Tani{�a �_ �aovo®On�noeonilmooPonl�ll�®®ono - -- - 1. ANCIOR5 TO sa1511GTE •JV1L � AS FDU011S: (A) To CORTNO PORSL CONCRETE, (Yin rc . ] NMQ 1/4'e TAPCON 0 O PCON mM AcOACFO TMSAOON HcNINQUI AECNOE. AS YNNFKTUISD W MIL BUL&2. (Yn fc - ] W ANC V TSACLY: I EGEND 1/4'0 • 3/4' ALL PDNM SOLAFSET ANCHORS, AS DOURSTED BY ALL PDO S SCSI. BOLT A sittuLTY 0O WANY. (IBN. fc - ] Hal) 1/4'e BLUE TM CONCRETE NIC OAS W/ W AS WNUFACLYNID BY FTnI�M FASIWE$ ORECT. W. (W- rc - 2 k4 TAPCON M - 1/4'0 TAPPER+ ANCHORS AS YMNFACNRED Bt POAE$ FASIEN{RS.INC- AND OSIfaT1f1ED Sy ALL FOM sLREW, BOLT Q EPECAL TAPCW YIIM MVNiCEO W COMPANY OR ANY OTHER APPRO.ED 1KOSFD ON AUTHOFRED VENDOR (SGSTERED WW1 THE AIRRIZAN SAMER snuals ASSOCATW, INC TAPCON i"ANCEGY (Ma eP - ] FAY) ALL FOPRM SOUD-SET FRIIE TM W/ CAP � .0 Y�Y dBEDYCIF Pilo wMD CONCRETE OF TAPCON OR TMCON MIH ADVANCED IIOffI�DFWSI TR'FNOLWY ANCHORS AND 1M * TM4lt ANCgRs a 1 3/4', ANO FOR BILE TM W/ CM ANC M 6 1 1/2-. 42) MMNUY EMBEDMENT OF 1/4'0 I VV ALL POPOS EOUP-SEF AMaDRG aF BE T/r INTO WE FVAIED CONOtEE. NO ENCEINIR INTO STUCCO sHeN. BE PFMOTTm: 1/4'0-20 Sa NANNNE BREW USED SHNL BE 1 1/2' LONG 1 W SHOUD STUCCO COST. M9 • ss O v4 FMT aAK�MeET 1. 1' MOODY FOR WALLS YRTH No STUCCO. A]) W = Dff w SToC wsOST CONCRETE PAI= PAW$ ON ANY Veen BE FOUND ON WE COSTNG a OR FLOUR ANCHORS SIMLL DE LONO ENOUGH TO REM,H WE YMI STRUCR]S Holes SAID WALL FOSS. ANCHORAGE SHNL BE As MUNNT* M HOLES AI) Q A2) AD WE FOR WsiAElAlI0t6 ON VINYL SONG OR ETs WTH OR WITHOUT NEON. SNOS CONSULT THIS ENGOmt INOEV.IATgN BYTO REFS VW META STUDS SEE SHEET 20. (a) To FIf6DD caNCREE moco. (ASM C-W) . - N/t o TMcaN ON TAEWN YW AO✓MRFD TIM£LOFaMN ra,sxxOOY NOOR^.n AS MANUFACTURED W LT.W. BLADE%. - 1/4'e z.3/4' AIL FGHIS SOUD-SEr ANNIgtB. AS asTMO TED BY ALL POURS SCLL I. BOAT a SFEC LIT COO'ANY. - 1/4-. BWE TAP MINCSIE AMANOS WI W FS f1 mAC, UC. RS A DISMUS BY ALL SCREW, BAT Q .TEC4LIY - t/{'e TAPPFAt ANCHOSS AS YANFACNNSE BY PoWC$ FASTFNETS. PLC, ND 06TP ONERS FASTENERS. M. NPGOOMSIA LGYPANY OR NTY lTlIFA APPRW® LICENSED OR MT11aRDFD VFNDdI RECSIfAd WIM 11A AYEICAN SEUTIER SYSIEYS ASSO]A10.1V. PNG THE NOIFS YMWUY nEBIDYFM E'RD CnHacTE aDC% Oi TAPWN, Bile TLP W/ CM ANCORS AND TAPPFRi FNaloRs $ 1 1/{' AND TA N W(RH-ADANCED 11OE10EDW1 TEaOClDBY AAVN016 6 1'. 8]) YMINVN d®YENT � 1J4'e N ]/4' ALL POWs s01ID-SET A4C� 9Y1L 6E FNNLLLY deRdFD PRD 1NE LtlNCRSiE BLOCK. No SNCCo SHNL BE m. AND I- W Is WI NO STUCCO. 02) W CAS MT PTECAST sTOe. PRECAST CONCRETE FANEIS, PAW$ OR ANY VFNEIR BE FOUND ON ME EDSMNO WALL ON FLDNC ANCIWR$ SHUL BE LOG ENOUGH To REACH WE AN N SIRUMM BEHIND END WALL FO6N6 ANCHORAGE S BE AS N43COED ON NOIRES a1) Q B� HBO,£ FOR WSTALIATENS ON VIN(L SOWG OR Mrs WTH OR WMOUT YET1- SILOS Culow THM MC NEUL fM PiSTALLAiWN PBO Ers WRM NETM STUDS SEE SMELT N. (C) ANCHORS SMYL BE RIBTAElFO Td1DArIRi ALLOF IME RFLDYYdDATONS IAO SFEGFIUTOl6 Of HIRE ANC}IORS WNUFACMSA. (0) SEE SCHFDOE BEIaW FOR. EDGE 06TANCE (Ea) YEINIs SPACio NEIAIONSFIR FI& ANCHORS. WW W NiaWR SPACNXG FRF Y.WD FOR EDO: WANCES DDUIFD sa0 FaR E D. Liss T WE NDGITFD. RSOLCE NKTgR VACNG BY uVLTMDNG SPACMG SHONN ON SYRWIE Br THE FOLLGYWB FM3I wOam BPAONG OBRANfD us'Na FACTOR CWI. Nor SE tE4 MAN NIMYUM SPACMo MUCAIVD FOR REAM AVCOR TIPS FACTOR ACTUAL APOMONEDGE TAPCDN T1TDEIDFDRWADVANCED Y 7 '� POINT S➢lID SET IiWE TAP W/ GIP BY BLADE OR �* "AWE M MIL SPACING - ]' MN SPAQNG - Y LOL SDACDD - ] 1/2' ILTL SPKDRC = ]' ] 3/4- e - V NVNrraTE-a Hawn mEflE.mLe1E UDO( PaAaO a EDIAan CWKRLEaIpwa NaCOE mNaAemf,'I, Fa c' CONORnE ONI�STE COCIf CNiCEn aOCN 1/1 YY fA•2T IG E0..] N N Fn.2 I '. MN NHLO.31 "Ca•V n, `I BLADE WORKING o.Go fA 0.78 1.0 e&4 1.0 IN UNISON ♦ —14 2 1/2' —` - CAI 1_0 - - RAN ID 2' OT1 031 .lie - adr! - - - 8.43 - IL ECOFwc. TIWT TESTING Q ENGINEERING COMPANY 6A! RA. Jq SL. SY.YA 4W1MA (NtaM. iN®13] PM1w e- is YYceoaM.wm ® aoanFlo WATER A 16LT N.PIC II})RM UP (44Ns,8T A.S.SnAu American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FIL 33407 KY. 9ADE #1 W/ OR W/O FLY. RING No 5-D85 POUMII CONCRETE POURED I DVB6 a: IRRl01 ,QRMNOWAO NONn e; '(919NLL/FLOOR 40UNN40 (DwAll/NALK CVBA MOUNTING 59YJ1 am114I38: PIbF98L Iona WILMwIni Isarx mcwL 2e9C wiIN aE6r09E nowx w,i; III, w NI A>CT55r: nazuf Per; 39 b b n M120 1W >D 0W. ]S 90 120 1W 30 40 00 75 IN 1201W M 1p b NI1 " 00 1T0 IN 20S 14 13 10 9 '6 0 16 1 0 12 12 112 114 U 1" J 7S 6' 1♦ 12 W 4 5 1S i1 12 E 1 12 2a T ! S 3 5 5 s s T cet0 10. 9 '6 '8 6 A' lY IY irs t2 n l0 x5 B ') "'I-'s 'i T T J S 5 5 3 '8 A a 5 14 12 10 9 0 8 0 A 12 12 12. l] IA AS EE 5] 1] J T> AS ♦ S 3 J 3 5 5 5 4- if 12 10 9 0 8 0' 11 11 iS 19 1T AS Z S6 ] i)) 7 T T> S A 5 1 5 B 5 E 4r-0• 14 12 W 9! 8' 6' '2 6',_ 12 t1 93 D B 4A JJ T J T) T) &8 5 5 D 0 1 D 5 3 5 ll t2 To V '8 Y "F 4 la. 12 11 12 l0 >3 SS ♦ T 'T >) T] T 5.5 1 6 6 3 5 3 S S N Ix 10 + A 0 6 6 12 12 Iz 11 9 J A 47 T 97 1 53 • 3 3 6 5 5 5 4 1 3 16 ,] 14 12 10 9 0 0 6 0 12 12 9A JA 45 13 -7- 7- J J) 5 >B J 1 3 5 5 b s 1♦ IT 10 9 'a" D B 5 l2 1T 12 OA 0 D ♦3 -) T)) i T 53 4 3 E S S 1 S 9. 4' 14 l2 10 v 'B A 6 0 12: 12 IIS 9 T3 33 ♦ 3 J T J T T ♦3 13 - 5 B ! 3 d 4S 15 - H 12 W 9 0 5 0 B 12, 12 IS 13 0 •S 33 T l}) t Y T T 5 B 9 3 1 3 5 3 br-0. u 1z to a 0' 6 6 8 12. Iz 6 '6 S• o T T 17 J D5 • s 3 a a 3 6 J 5 14 la 10 9 B '8 6 5 12 12 10 0 65 5MIS - l T J_ J T B 45 - 5 5 ! 5 'S 5 4S - 1• 12 10 v 18 B 6 D 12 12 10 5 84 S 33 - > > T 83 DS ♦ - - 3 S 3 B 5 ♦ 3 14 12 1012 le 1 8 10 0 12 12 12 S3 T S 1.]> T) T T] T a -5 7,-0. 14 12 W 9 5! 6 6 12 10 SS 6 43 A-- i T) i 03 S 3- S S 8 3 S 3S J ♦ 19 16 9 S 0 0 ; 12 ii 65 T 6.6 4 ) T l T ] ; ; ! 5 1 ! 14 12 109 0 0 6- 12' 12 A3. i • 3 ) 9 T ;b 43 3 5 3 a A IA 3S - 14 13 9 8 0. 0 8- 12' 13 M TA 8 11 3.6 - T T]] J 1 7 4. 6 5 Y V 3 5 3 r e,-e. I. IT 10 0 0 a B- IT 0- 6 fA ♦ 3 T T>> So 3 A 3 8 1 4] 1♦ 12 t0 0 D a D- 12 it TA a B TS - T> T z5 8 u- s 5 a S s •3 - - 1♦ 12 10 a E 6 2 IS 73 a 5 J3 - 1 7 D6 s• a 3' -0 3♦ 3 T• tl 1 0 e. 6 - 12 a v3 03 a3 ♦. 3. - T) T T O T 6 3 9 b 5 a 5 5 a b H. 12 Todr. 0 8' 0 - B3 6 4,31 T. i T 6 a 35 -- B S 4 5 3 4 J_ 1♦ 12 10 0 8 a - 12 l0 03 -C 46 - > > T I&S. 55 - - - 0 3 I 3 4 - 1412 10 0 8 0 - 12 OA T 33 4A 3B. - 1 T 53 43 ]3 - 5 1 5 33 - 1♦ 12 10 9 6 a - - 12 Il D5 6 5 JS - J. > 9 > 1 13 - 5 S -5 3 5 6 5 43 /D,-0. IY 12 10 8 D 8 -" J ♦ 5 J.5 3 - 1 53 43 - S S a S 3S - 14 12 b 9 'a 8 - If B 6- 6{ 5 6 4: 0 4E 5 1 12 10 9 6 0 -. 12. v3 6 a' 4 3. J 1 4 Y 9 5 a 4 3A - • n 10 0 '0 0 - - )Y' 10 1 DS 45 36 - - J ] ] ] T ] 3A _ 6 6 S 3 3 S 6 4 11'-0 I{ g p 0 8 0 - 6S W♦ 5A 3 } T E S 4 - -- 3 r. 5 '3 { !' - N 12 10 v a 6 - 14 6 63 ♦ - T > 5! 43 _ 14 12 10 19 5 IS S5 15 14.5 M - J ♦3. 3A - ; B 43 J3. ] i4 12 10 + S - - 1Y U S3 6 ♦ 3l - - T. ) >. ] T 0 3 - S S '6 B 5 6 44 3S 1 14 1T 12 10 10 9 9 I,0 8 - 10 6 ISIS ♦ ] 4 - ] T ] 9 SD 6' ♦S 9 SS - B 5 5 5 a 8 1 43 1 ♦ J 14 12 10 0 a - OS 0 A ♦ So - T AS •3 Sb - 3 ; •3 ]3 3 Y-7 111 1♦ 12 tl 10 10 9 9 0 6 - - - ID ) SS S3 S M •3 3 25 3 - -" T 17 9 9 3♦ T 1 3 ♦S - - r 1 '5 9. b '8 a♦] 6 4 3 AS 15 74 12 50 0' a 0 ) ♦ - - - 9 -0 AS 43 - - - - 9 6. 5 4A 4 - - - 4 I] 10 N - IU 73 0 ♦ 3 ] e 4 J S e • ] 14r-D. 1♦ i4' 12 i] ID 1D + - - 05 K 5 a S O 4 - 35 - - J' l ] L T S ] 33 J ♦ - 5. 3 s S S ! 5 ♦ -er - 3 i N 12 to 9 - _ - - bl 63 ♦ - - T T 0 4 - - - 3 5 1 - - - T4 V TO- - - 9 1 43 AS 37 ) 13 ]3 - S -S 33 J 14 13: 0 - - - - - 10 TS 5 ] '- - - ) > ) T T JS - 5_ s !' b 5 S • j 1• 12 t _ _ _ _ _ Y _ - _ _ _ )' T ♦3 J _ _ _ S''•5 ♦3 38 - T4 12 )o S _ _ _ _ e 6 •. > ] 8 _ _ 3 s 5 ♦ _ _ _ 1♦ 1 1 16,-0 1 H IY 12 to ro 9 0 J 3 33 - 9"-_-'� '— ]. J a1 J 4 T 6 S-- S S 5 5 S V 6 J3 5 •3 JS - _T Tg� _ IL ECOtp�. TILLIT TESTING a ENGINEERING COMPANY W1Y II.Y.. 38P R, slE 36i VYb1W 64GCLV5. iWRl1 }l FlK+m :... (]IISJS]I-IskT . ftlX ::fYAM1}611-1531 Jr. P£ 010 N N OR ADVANCEDTECHNOLOGY SouO-sEE TAPER+ .!.*.TEE ANCHOR SPECUTCAT10NS ON SHEET T3 0 VALID ONLY FOR UP TO +70, -J5 PSF AS.O DESIGN PRESSURE RATING a: FOR SPANS PER SCHEDULE #3, SHEET 11 0 HV BLADE ONLY A.S.S.A. American Shunter Systems AvowNtlon, Inc. 4268 Westraads'Drive West Palm Beach, FL 33407 Accordion Shutter System N.V. ELAL£ #1 W/ OR W/0 NY. Yd1DOW 9" AWING No 15-085 MMMUM Ac D DESIGN PRESSURE RATING: (pyf) AND CORRESPONDING M.4yIMLIM ANCHOR SPACING (to,)c .HEOC U�, 1 F FOR A a. J MAX,CM1 nTER caAN NE9AU E n s D. pESIGN PRESSURE RATING AND A CORRESPONDING MONTING TIPS. GIVEN (SEE YOW)ImG9 ON sums 16 a 17). Stu PER ==3TRATF=- SOUTHERN PINE No. 2 W/ MIN. �C-0.55. DOUGIAS FIR W/ MIN. G-0.50 SPRUCE PINE FIR NORTH W/ MIN. 0-0.43 SPRUCE PINE FIR SOUTH W/ MIN, G-0.36 1/2' MW. Cp% PLYWOOD 9. 2ppW1 AY9fN. G=0.55, YIN G-ILw W/ SPRUCE'PWE DR NORTH W/ MIN. G-0.43 L PINE FIR SOUTH W1 MIN. 0-0.36 Mnorr s1n, WALL MOUNTINGS M. N. 0 & R CEIUNG MOUNT T FLOOR MOUNTINGS W&% WAIL MOUNTINGS M. N. 0 & R CEILING MOUNT T FLOOR 110UNTWGS W&% WALL MOUNTINGS M. N. 0 & R CEILING MOUNT i FLOOR MOUNTINGS W&% WALL MOUNTINGS P& 0 B.O. WAIL MOUNTINGS S& v B.G. WALL YWNI0JC3 s& v R0. WALL MOUNTINGS S& v ®l6a31C$el9(pQ �ilQ'tl�.ili Ell I®�A{M1IBR®Ltlj aID mr11®¢1ag9a1 aID�las]e1a liG 1@�i31�'ift�.(16 MAGOEr -m" 9960[1®8�(!f 09(ta[I164LLi(Y) ®B9(®HFLG{+6 ]0 40 m JS m OS JO b m ]5 90 09 30 40 0 75 90 1OS ]0 10 ED 5 90 0.5 >D b 6D 5 m M JO 40 m 5 90 OS >D b fi0 )5 90 OS ]0 b 60 JS 90 05 b b 60 m OS 30 40 60 75 90 Ofi -0 OR 12 10 10 9 B 8 6 6 6 0 6 6. 12 10 10 9 8 6 6' 6 8 6 0 6 12 10 10 e e 9 6 6 8 6 6 6 6 5 4♦ 4 J 12 12 13 12 12 Ib 12 12 12 12 12 li 12 12 12 12 12 12 a' -a• 12 10 10 9 6 8 6. 6 6 0 8 6 12 10 10 6 8 6 4 8 6 12 10 10 9 8 a 6 6 B 5 6 8 6 5 1 4 4 3 12 12 12 12 12 12 t2 12 12 12 I2 II R 12 12 12 t2 11 12 10 10 9 0 0 6 8 8 H 8 8 12 10 10 6 6 8 8 H 'S 12 10 10 9 6 J 6. 6 6 8 fi 5 6 5 1 1 4 3 12 12 12 13 12 12 12 12 12 12 12 42 12 12 12 12 12 W-0• 12 10 10 9 a 65 6 6 6 6 55 45 12 10 10 6 6 8 5 5 45 t2 10 IC 9 8 S 6 6 8 6 5 5 6 5 4 4 35 - t1 12 12 12. 12 12 12 12 t2 12 12 I2 12 12 12 12 10 8.5 ]'-0 12 10 10 9 " 4 0 6 6 3 45 4 12 le 10 6 6 6 3 4 12 10 10 ) 5 - 6. a 6 5 ♦ fi 5 4 1 - - 12 12 12 12 12 12 12 12 12 12 I2 0 12 12 12 "U 35 6'-0• 12 m 10 n 45 3 0 6 6 3 a 12 10 10 6 8 S .S 3 t2 to 10 4 - - e e 5 .3 35 3 6 5 { - - 12 12 12 12 iT 12 12 12 12 12 11 95 12 12 1 9 75 9'-0• 12 10 10 S 3.5 - 6 H 35 3 12 10 9 6 6 4.5 4 3 3 12 10 4 3 - - 6 5 l5 4 3 3 6 5 35 - - - 12 12 12 12 12 0 12 12 12 1 95 85 12 12 10 0 5 SS 10'-0' !2 m ]3! - - 6 B 5 1 J - tR 10 e 1-- 6 6 P .a 3 - 12 IO 3 - - 6 0 ♦ .5 3 - a 5 - - 12 12 12. 12 i 9.5 12 12 12 10. e.S 7.5 12 12 9 ] B 3 11'-0' 12 1a 65 - - 6 9 43 - - - 12 10 45 0 Ii5 55 - - - 12 t0 - - - - 6 5.5 4 - - 0 5 - - - - 12 12 12 12 10 Kii 1i 12 12 65 6 ) 12 12 b' 65 .5 43 12'-V 12 10' +5 - - - 6 6 4 - - 12 10 35 6 3 3.5 - - - 12 10 - - 8 5 3.5 - - - 6 5 - I2 12 12 1. 8S 8 12 12 1t 61Y-0 12 10 - - - - 6 6 - 12m - 8 {' - - - - t2 5 - - 6 4.5 - - - - 6 4.5 - - 12 12 12 0 85 ].5 12 12 10 8 SS 13 0 ] 55 43 a14'-a• 12 )0 - - 6 5.5 - - 12 ]3 - {.5 - - - - lY J - - - 4.5 - - 6 3 - 12 12 12 9.5 e 6 12 12 95 .5 6 45 12 .S S 5 4 3--6-12 - - 5 - - - - - 12 - - - - - S ---.---12 - - - - - 12 11 9 .5 5 12 12 BS J 6 4 12 9 6 J 4 - 1E-0• 12 - - 6 - - IS - 5 - - 1. - - 5 - - 8 - - - 12 12 0 e3 83 4 12 12 B 65 3 ] 1. 5 .5 43 JS - n HV BLADE OR n HV BLADE W/ 6A1 HV WINDOW BLADE WORKING IN UNISON* • ssr w1N?��+.mes a uz m9 aJx6�3r6x 5m3 rA + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1. NoltlG m 1rAM. DaOROR 11WOSOfiR SIWL E A9 ni90A'$: 3. SU0n941E 5)WL MtSl6T Oi ME ra)DNM. -5tlRW301 PNE Na 2 C/ G-OS4 - I/l4 N-malom AH AGnI� BY ".1". 81FLOIX lanull null a9®0R MA6 "Mcut) AT TOYAW -m11RA5 m y aim (NDSJ M 1ACIfu�ie�SB emi®smw n. - w�s� m Imum v c o� INDS) -101 1/r alt ft K (1980 /PA) ' 2. wnua m IplaY t9Ra swu � As vtn la2wmc Irv[ u.'a¢T n NO awl mx9A s IA9 sM6Ws A6 IFR ws mu SATiCaN1H 1. M03nR9 sxe1. la 9av9919 ro11oA],e ALL of ME ravl9mmalmis um �¢erArnrsor ME u49119Ks uoBmnuRlx. IIIIN)9]] ll i IL EC O FRC. 5��/ '•, i TLLrT TESTING & ENGINEERING COMPANY V'41 7 i GiS1 %R YAY =l Sb. .L6. YIYAtA W®1S n�\ D k vtm_e : D95W)t-13w . rar : (&5)Blt-is)1 y 1• e-fnd: ItlMmOo+l.mn Hurricane A■ri7.S■Mr Accordion Shutter Systt HV. WADE ®1 W/ 08 W/0 KY. WINDOW BADI American Shutter Systems WL 6[SCanwN AAn ou9x an xc. Association, Inc. aG n-192 {/la 15 wl[ +/+3 4268 Westroods Drive : DRAWING No West Palm Beach, FL 33407 3 1 _ 4 no 9 i ADVANCED nINEA ow TECIINOLOOY -}---- Rn. PENETROIMN OF THREADED AREA 10 CQSrNG L (SEE SlI®N£ w sNEEr 15) 1 1/4-w2 /4' SS. M f pR� >CREWS W/ 1/4--20 NUTS (� 1 i' Yln. O 12" QG EYGIAS" 4 2 91 1 2%4' Lapp I%1 4 LPROH di TNWN WNN FDVAIi 1 HEMCf! REOV4tm "� iT02FA0FORN TECHNOLOGY W 1 1/2' ( ( I T :l, Yfn PENEIRA1pN OF yj 1 MG TO EMTNG WWO XFIDFIi. F]O>TwG r-(SEE SCIIEOote OXdNtshm IT-- ' IS¢ SCHEDULE ON s1EET 15) 2k4' CUM. SILL i TE Kabb ONV. WALL HEADER INSTALLATION T OO NS LTION HI I ( . SEPMAw011 TO 41A65 ION. SEPARATION TO 4T/55 ' i=YWsCHIDUTE ON SHEET 11) pasTwG¢^1—(SEE SCHEDUIE ON SHEEr I1) v ( F%IS1wG 1 I 1 1H'e-2OxS/4' xs. M /4'a zma/4' sa C 1 I� 1/44--20 WTS 1 .� y4'-zo Nurs o 1z•� 1 n I �^ i rr,'." 0 1z' o.c I I I —j I/4b 1AK0.N OR M tON WITH ADVANCED e.e COHT. W. mq�TIONOF CaiaT1ED IS1A/T PENETRATION O , ,ti 1/4'0 VPCON OR TAPCIX4 WRH AWANCED s� 1/4'R TAPLWi OR tlQ1E Rgti 15) 1HREA0(nRY IECWJOLOCY a/ 1/2' \\ TAPWN NTOI AGVMcm 1-SEE a1YET 4 FOR IYNCU. IGn. F(NEIRAl10N Oi THREADCO AREA INTO 0.Ya000 1/2 Yw. CO%� Y TECIINOLOCI SHUTTER 1Vi1 Flow - (SfE SciEpRE W SEaEf Is) EIOSONO Yw. 214' nIRFAOFORASSEAIaLY. SNDS.O 10' OF. 0.Y�1000 'SOh W/ 1/Y Yin. PENEMAMN OF 2-Y umED IN ANY MY T Be 1/2' IOII mX PI.YN90D ISO'0. aril TIN THNFMFD AREA MO 0.1OTOOD WAY w ANY TON ro REo'o. PLYX000 To rx (s¢ sTaTEDmE ax snET 1>) vRr ANr wsrAwllaL ®HV WALL SILL INSTALLATION C YVL Y,4' SnW6 O I6. O.C. WY: f3Ab. ATTicr�Rav¢ Y�.. � ItiWoco ro az Amaun ro sTws wAcooRanxcE atm sTSTION 2soe aP n,E re.e Ate+ 2aoe oc me Q HY WALL SILL INSTALLATION •� ©HV WALL SILL INSTALLATION f1ARIDA &III.D1t1G CaDE Non High Velocity Hurricane Zone '0 2015 TASiFTM METAL s Y. MC. ��TYa AITiG(�14.yt BERTHA HVTY A S S A Accordion Shutter System i L. EEC O 1■c. ■ ■ KV. IEA1E ill W/ OR W/o KV. N1wvH RAW ■ ■ TIWT TESTING &ENGINEERING COMPANY Amerl an Shutter Systems onwmw R.W wYa1 Y•: NL y»LIT TESTING 0 ENGINEERING RING COMPANY Y Aaspclatlon, Inc. T CW tI-T 9z 1 IJtls WTG 4/17 I> Pnw :'CO3)a71-1s:w . Fa.: (M)WI-1a.T1 4268 Westracds Drive 2 DRAWING No n-mex Inimooaa.co+� West Palm Beach, FL 33407 a 15-085 �. .C� SHEET IIOPW Yc. M16i P.6''Y-18 20 TALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV &_ _ HV♦ BLADES (AS AP MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE (1) ONLY SHALL BE UMITED TO 105.0 pd, A.S.D. DESIGN PRESSURE G SET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE j A W WORKING IN UNISON 7 wnn �rovravcm 4•.W IuN.I.ErasnNO -w o- TNREAOfbRY TECHNOLOGY PFNEIMnW 1/4-2a.3/4' s.s. la,, BEAN REWIRED. STRUCNM ADE�WLY pr ppgllNa ypGO gFpY OV' THRFIDEn MU To Fes• y COSI40 WOOD IVAafR 1• SoltDIRE ON SWII IS) Yn PIOWPS tM155 NFAD YAa1WE SLYZEWS TD DE OURI Or REGanTdD ENGNEIII OR _ _ __ 17 R `(� W/ NU15 Mp01[C047r. TO 1/2• 1/2• y° 2* 0.0.a 0 12• oc. mRmrx DmAlunox. a, 1/4'E TAPCON OR - - - - TAPCON WRH I ARCED 3/4 a/4 :� .2ST WxlFMFOEOI TECNNOIDCr 1 1 Y w. TO OFT ARG TO �i x <se = I I ON011 15) S' 0.G I or © or Y,' 1 or ©Or ©O ING uw r.4' R REDID I ) I At DNCH TO Im RI MIN. .R UON To GLASS ICOSIVIO MID —(SEE SCHEOUE OR SHEET IIT— I �"S—I x/1x4 UO SCREW °� hT LEMEA OF NBE NI MI QS HV WALL HEADER INSTALLATION I uN Swv� j�m4°i4a�sms—�WFa f]OSDNG I 1aE alWwlw '$1®II a 9'- � I aW4vn �1'O 1QFIX OR ®� 'I Ilm araEmWa 1 em 0*0 I a�D)i� i OR (W FR OR ``®� MUM.ENa OT HV CEILING INSTALLATION ATr Wnro xacuuRvt I I U HV CEIUNG INSTALLATION ie' t OR I ro Bar ls¢ ,J 9aaME slam laM I SFPNNTON I �M I O— I 5 � I I .Ylsdrapg lax aBET tl) I I I '� I I I j I I IMChOR m1hG ©7 -1 roI I I ir —1 27.V M WOGo SCREWa O fY o.c OEa( RscU (NO �„ MW A'1DWEa) 2. �" ~- 1, OF EDGE or DECK CK IF ^_ f APPIIrIBIE .� --� APPlIC18lE-���•�� I/4.O TM om OR TAPCON WIm AWANC2D 4'P TAPOaN OR TAPCON W1M ao2M'CED IHRFiDrORY TNREADroam TECNNoI W/ 1 1/2'1En. 2' 10lL PENEIRATx1N Or TNREfaED YtN- oNNOLOOY W/ 1 1/2' Yin. PEWURAna1 OF IIaD'ADED AREA To n]SEWD WooO NENGt ($FE FA 10 Easnxa WooO IIrA.KR. (. SLNFaIRE W SNCCT IS) sa1mm ON SHEET 15) (IF APPUC48W NG WOOD :As OR R 0 24• 3aPRiD a STPTD Iw. 119:. Noulxet HAFIOED T2W VMD AND v Z smrau. N sT A L QV HV WALL SILL INSTALLATION m��aE+sR¢ a OR O HV OW HV FLOOR INSTALLATION RDPoDA BUMING WALK -OVER INSTALAI lun CODE(Non High Velocity Hurricane Zonc A" •"," �T�y , *' /GTF% •* q: �bTNI [1�.7 IL ECOENe. A.SAm& Amedcan Shutter Systems AmOCIation. Ina. 4268 Westrodds Drive West Palm Beach, FL 3340715-085 ® 2013 E15TIIM META SUPPEY. R1a B RT�fI{ 7 HVAe Accordion Shutter TiWT TESTING & ENGINEERING COMPANY p ul la amv°" 0) 04n aYWN m: u.t` 4 la/Is oaC a/10is DRAWING No ss.• f� A,,;ONALEN11.a P.E. SFAI%��YURE/DATE n.1 SHEET 17 OF 20 END INSTALLATIONS HHV BLADE OR a WINDOW BLADE INTO 2"W MIN WOOD STUDS —iXSdY Q.19 [u_0 , 1 _m "log 1aM f/1 W Y 1 •Ia M1VC (lRA R81019¢. II�B I � I _ /elM1i/Y 9111 V(fl /o B��KIt T la YG SY•L �1� Y oY(nY�O CSC _ _ 4 �I1W't�YICII u.mp I� W s 4 plr�ry Imuia ace OR GR �'� °m`wa¢sinoll OR mJ• -0.6p-a0•®•C9� m IQLL}IW ,a w+�na oR 9a' 10 TM�O1 (�-0-i6iQ-O4d•®- w°L�n.'c,`iw mlwum {�-W•604-0•6- Qls•6-tD•f9•®•®- �•fl-Ci•ia-C9•©- mmros ®® O• p-8-0- P)•p•Qi•p•p•O• 6-iD•O-Q�J•Q9- (D-0-m•(3-d?®• ©•O •m•F)•O.O- 6.O-©• fl•fl•Q1•fl-0a •©- Oa •O•fl4•p•fl- (T•fl•S1•fi()•©• ®•p-fl•fl-0•® 0 OO •fl-fl•fl49.6 fl•O-CT•fl0•©- O•(6-i9.O-SO•® (06-0fl-fl ® END CONNECTION DEFA1L END CONNEC110N DETAIL END CONNECTION END DETAIL 8Q CONNECTION DETAIL 09 �� �'Y+m . acunn IW Iw v+s aam>cw Irb• • 0ME SEEg OM AIIONS OF IISE FOR N SMEE! ,9 PLAN DETAIL. X riL e c o in., TIWT TE=NG A ENGINEERING COMPANY ans xx xm, a_ sia w3 .mvu+v moa nam, vl Pt4Y : (m)ml-tav . Em : (m7ePt-tvt Pia: Iillac OCC4Np ®-aoamtu p11M A iLLf! }. PF. FIYRfN UcJ N18) A.S.S.A. Am01An Shutter Inc.StOTDe 268 WestI d D West Palm Enoch, FL 33407 t Pd B cchds L 33 Nv. , x 1 a a 4 8 STERN YETAL SUPPLY, Inc. RTHA HVTM m Shutter Sy. OR W/o KV. wmm B AWING No 15-085 ELEVATION �soEouc W sm 11 rW.av¢m 1 L"' W Tos a lm aADaOL p 4 AWI TYPICAL C1> HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 1AA SHUTTER K.T.S. IL ECO,mc. TIu1T TE5TINC.& ENGINEERING COMPANY ssss xa aev( a. sx zA vv®A w(SO I-IM a gcna : (]W)BTI-l5M . rN : (M!)�1-15T1 e- t ertxo 9 ® Ooosn "XUR A TAIR Jr.pz RLNd. V rIlk. / {<I6T 1. YNL ASD. Oa4crt Plt&9U0.E MIN2 ♦110v - Il0 mi. y. ItAY, sNUTat VP or 1 AllaRID UotBIWGW A 0.0 & N W SIL'E15 617. A5 WU z NOUICYKS W O. T.SIUIW�S��pf®mow 9 le k 17. �l 0.�1 [ Gy 1RST BE OIa110ED N R IA�'MIf.1CG65 �Ea �P6511C & W W ewaDR ®AqE O 5MLL OILY AuaR A IIA+cIOIU K 5 OPENIi (JY IYE) fYMi ®POt 0ME AT 59.1@!6 SIWN ON SxRT a (a) NIA asAltwxc namD� mP all mncu = 6 In romee e b' INT S'I HotE iDF sw& BE Ir. (c) na r all lu LL O aR I SraXU4I AT UM WY w W (D) W Y0W1r BV Q,hrT eE I)slo NMI n M A SOW W a (I) IItlMLGIWt Mellon; lIloot Or rte s I Ys BE wswlFn rIWLOR ID A s W 0�:ADF t R mllaY sWE TIPL (F) P0.YCARmNATE W YIDtmY GD SNNL eE ItafWlID So iyq vas rlLe TIE rRE14GR or w OPEMsO B�UfxS PROIFLIfD. W lllifl OW�NSD�" K OfLY 4STAllN A LOCI MW A W sflfMc Mw ASSI OIG & SEE NOIDIt SPA SaaWla Felt Pe=ATIW5 M 600D nLYIE BLaDD4T W eaan I5. AS t➢RED W wM R aaaar 1&N (9£ 11016 I & 2 AP041 7. S ANIGt SPA saaDllla FOR C=RkIA 0IS Eaa NaaD CONaLTE M c0ilc cE BLOaf R W slEab tI L ll A5 113111ED W sMn ee Demt Ima (s NDas I & z Ate. & vN:uuu sWltu:W TO cl a soanwe. Pat ASIM E-Iesc: 11Mo 1flaE uWWDY SFPNUTW al EU55 i TWU] I' 4 &Z " A.s.SwAw American Shutter Systems Assoctatlon, Inc. 4268 Westroods Drive West Palm Beach, R. 33407 Hurricane S�Y. Me. HV. SADE 61 W/ OR W/O KY.. Ne a1 oau• miol u..l / 43a /" west a isv uo I a r ra s�0ans a nsrmc aaam rA¢ As Aral a'�ci�^I•I��r- INTO METAL STUD WALLS * * GENERAL LIMRONS AND CONDTRONS OF USE FOR SERTHAIl)HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psi) 2. MAX SHUTTER SPAN: 84' 3. ALLOWED MOUNTING:© ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE ,O (2) 35 (fi' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE.. - - - •r• •+• n z e -j #t 9lADE STACK DETAIL FIVE IS ALSO VALID FOR /2' /2 CENIERMATE @ APPLICATION WITH eLAoE 10 ',T-"a,a. •;+ MS WALL HEADER/SILL INSTALLATION Min:) :RMATES ©1 . -I 2=' W.- " oP 0aw. YE ® lf4'o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO GLASS SCHEDULE acoo• uo MINIMUM WIND ZONE ASTM E-1998 SEPARATION TO GLASS 1 THRU 3 1' 4 4• ® 1/4-0-20)(3- BOLT MUST PENETRATE 43c 1• I3)] yy 1/4'4-20 THREADS 11400 ELOO CONSTRUCDON PRODUCTS FAB-LOK HD Rw9l AS APPlICA9E SCALE: 3/8'- I' 4 ammo) _ 1 W. s V�'x ooa5• Twca can. �) •-_¢�H-_ �I ILaM. GYV.:il[FL IRIb( UMNN6. �I 1 I) • 21 Z� * �L) I 1 WHEAD AT�IC- ILA..... Nv 1EAD0+l�L ENDS L ¢ 12 ] 1/a' RmJ (6 Mfli.) •_ 24 SIDE CONNEVIL�TIONYTO TRACK (Coati) - G 1/Y OwJ )• -)' -8 1/1' WS. SLACK 4' kn hyg BLADE SLACK DETAIL HVF �[T (I FLOIRDA BUILDING CODE Non High Velocity Hurricane Zone `j,1111IT11111" I 0 2015 chs E work SUPPLY. INa. A's• .A....Tzt.. ,,r BERTHA HVTM ;P:.........,,ry ASSA IL EEO ,u . Accordion Shutter System HV. AAOE ®i W/ 01 W/O HV. WWON BADE American Shutter Systems aac�rw„ u,n can„ er: ui TILtIT TESTING a ENGINEERING COMPANY sasx..,4 Association. Inc. i OLD 11-I92 1 u/1s care an3 Is ''--S:fGC w,a„ ; Om1sl1_Imo , rm ; (wsMTl_IST1 4288 Westroads Drive % pRAWING No .-maa ulem000l<am West Palm Beach; FL 33407 a 'y,�.c'• FLOBIOP:`ta`�'a' m"mamis 15-085 P.E. �JfAJI(s \\�/DATE Ica 1 N16) s SHEET