Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL® - " Businegs &r o ®nai Regulation .rr m0 BCIS Hpme I Log In I User RegistraUon I Hat Topl6 I Submit Surcharge I stats & Facts Publications I FBC Staff I BCIS Site Map Links I Search I d,F101dapr .g.A - Product Approval USER: Public User Product Approval Menu >Product or Application Search> Application List> Application Betall , ( 1� ,T FL # FLS850-R10 Application Type Revision Code Version 2014 Application Status Approved SCANNED Comments St. Lucie Col/nit Archived C7 Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email BIII Feeley lrodriguez@easternmetal.com Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tillit, Jr., P.E. Evaluation Report _ Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John W. Knezevich, PE G Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code t 1 • .t Standard TAS 201, 202, 203 Year 1994 Product Approval Method Method 1 Option D Date Submitted 04/26/2015 Date Validated 04/28/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Date Revised 10/03/2017 Summary of Products FIL # I Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 (HVHZ) Drawing# 15-081 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes 'Impact Resistant: Yes .Design Pressure: N/A Other: Large Missile Level "D". Max span is 12'-7" for 35 psf positive ASO load and IT-O" for 35 psf negative ASO load for onespecific condition shown In span tables. See additional loads and spans an englneered drawings. Extruded aluminum blades folded together thru knuckles and retained by tracks to provide hurricane protection. Installation Instructions FL1850 R10 II A.S.S.A. INC. drawing DRWG.15-081 odf Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-081.Ddf Created by Independent Third Party: Yes 1850.2 (Combo)- HVHZ - D awl g#15-079 I and Accordion Shutter Odttom) for stormed erlocking protection lades retained by tracks (top Limits of Use Approved for use In HVHZ: Yes ,Approved for use outside HVH: Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf positive ASO load w/o window blade, 16'-0" or 30 psf negative ASO load for HVI blade w/o window blade for conditions indicated on schedule #1, sheet 12. And 15-5" for 30 psf positive ASO load w/o window blade and 18'-0 for 30 psf negative ASD load for HV2 blade w/o window blade. See sheets number 12, 25, 28 and 28A of Installation drawings for other spans and pressures. Instructions "Verifed By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.R. DRWG.15-079.Ddf Created by Independent Third Party: Yes 1850.3 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 1 Only (HVHZ) - Drwg# 15-080 and bottom) for storm protection Limits of Use - Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. span is 16'-0" and 14'-9" or 30 psf ASO negative load depending on centermates and locking nod configuration or the HV3 blade, 8'-O" for +64, -72 psf load for HV blade for Keystone mountings. T-0" for +75,. -75 psf for metals stud mountings and 8'-0" for 110 psf. for HV1 and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. Installation Instructions FL1850 R10 II A.S.S.A. INC. Drawing DRWG.15-080.Ddf Verified By: American Test Lab of South Florida Inc Created by Independent Third Party: Yes Evaluation Reports FL1850 R10 AE A.S.S.A. INC. P.E.A. DRWG.15-080.Ddf Created by Independent Third Party: Yes Back Ngxt Contact Us :: 2601 Blair Sore Road. Tallahassee FL 32399 Phone: 850-087-1824 The State of Florida Is an AA/ee0 employer, Copyright 2007-2013 State or Fbdda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released In response to a publlorecords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395, *Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an emal I address n they have one. The emalis provided may be used for official communication with the licensee. 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 can be made available o the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® a W i K _. SOCUrlt)',)I 1: f it cs 1. DEN1M NV. ACCGIStlN SHINIER 9YSIpl SHOWN ON DnS PRWIKIT EVNLATION DOLUYENT (PLD.) H S SEEN VQ M M COYflIMeE IN KCND]NRE YIRH THE M14 (SM EOmWQ of THE FLORID Du9fXN0 LODE DESIGN MNO LOADS 9SLL1 E DUMPOW liD AS PSR SECTlCIN 120 OF THE MAW MENTIONED CWE FOR A 619C 'AR0 SD® REW AE0 BY ME JUIi®aTIOH MINDS 9NIINN WILL W o6TN12D WITH A DSZD 'lV1IY IMIDO! �. USDE AS¢ 7-10 u0 S NOT EXCEED THE WWMY (ASD.) DESIGN PESSIIIE RATINGS DSXCQED ON IMMIS Iz WRIJ 17. 25. 2G, W a 26A N ORDw TO VERIFY RE MMVE GaND11pN, M31MATE OES%N WD0 LUNS DFIDUNNEII EFM NICE 7-10 SHALL. RE FIRST REWCED TO ASA. DESIGN WND LIDS BY MWTIMMIG MEM BY Ma N ONVOIro COYPNE THESE W/ MAIL (AS-0) DMGN PNFSSURE MTINCS WIMCK71) ON SKEET' Iz NUN 17. M. 2% IS A INA N CMYH TO V DOT NICHOf6 ON ME PEA, AS TESTED, WERE NOT OWRSIRSSFD, A u Y NCNASE N AlIDYPffiE LOAD- FOR WIND LEADS WAS ME IRD N THEIR AYAYSS BRMG N.V. /LCaSWN SFMMR SSTEAES M)O WLY FOR WIND AID LARGE YSSIF WPACE IMP HAS BEEN VWRED N 7a%ON6VaE WITH SEONN 182E OF TEE PBOE MENTIONED CWE A PER ATL -W BIAEOI /0214.01-0.T. /0715.01-03. /1001A1-05, /1214A1-05. /0317.M-06. /0E09A1-I0 AND /0210.01-11 As P TAS 201, TAS T03 AND WS M3 PNOE00015 � nnoas S ADE ® /O3 1-08 AS N6 201.202 a 20.3 PNOIOCOIS A0 D12s01-05 A PEA'M = PN010WI. -W BVfE 2Q/04Y101 M PER TAT 201. WS Inc AND PAS 203 PROT0.AL4 IL W aAEL1)AO W GIAE(2NAE FNGINEEAEO M WORK IN UNISON MDI FKN 0DER IN N6A5 WHEPE DE fESON PRE4URES MANSIDON NON END ZONE 5 TO INTERIOR ZONE 4. EACH LAND ZONE M GE CaAET ISENTDED N ACgOWCE WIH CXAPIpI YI, Qi A4'E ]-10 SAVGRO. ID. YWNIWG WNAMYS AO iASENEN TD'FS Sa1EDUlb YVSi RE IPfl1ED TO lE CCf8E4CY®NG Wp0 2m� DO$ SHNL Na1M SIB fYIR MILL SS9NWNA1 TO pA55. OnAOfATM OF WJ0 CONS {AID 9 AS Mfll AS VAlfdry fb WIRONFNIS EDR HY BADE 1 e z iocamlwN s9N1aa mRM FED ETNNm w0 zN¢ SINS. BE PmTAEn ,vm mEmEn Br A Nmaw FadIFAED ENmEER aR inavTECT 9Asm ox BImDINO arlFwL%SIaN AAO /SCE ]-f0 SNAY0.Y0, IA0 SWIL � SUBWl1E0 ro DIE MNRW wfLYE AT lE RYE PERMF S ARPIIID FDR NV BIiDE(1%AND M/ PffN00W H/DE (i4 ME FNPXFfiED 10 WOW(N UN60N WIN FOCH ONE UNNA THE CONSUL IINTAIIOTB PNO WNNTNINB Oi USE WWGIEO ON SHEa 28. 3. @SKIN NV. ACCg01011 W6 DIV SORT3). USa1 A ®AES NNI%SSE A0 iOfl MGLf YQ1M CONNEYNNMN lD 1PAa.5 91W. N / 14%2TJ AVD / 14%1.>5 RESEDINFLT. t10�1f YN'INUN EWES SaWIFSt Slai SCREVS YUNII 13RA Im YB1D 5ffEE%;Ni AHD LED ii 1F1mLE SRNNCRI. PUS SHUL E 010.TE0 1211H FIRMA N QAGRDlI.LD CGDNG MTEM A YMOFACNgD M IFRAhD GMtlq APPMGIDT6. RCfJSTFAED MINI ILaMJJN 9iR1ER SKIE16 A40CN1pH. PWS MUST PFM DIE N M403YC CN 110IIi IEAO. 4. Al. ANIM ElfNR1lOrls SN BE ADMNUY A40CNWN AIRY AND TEMPER A INDICATED ON SHEETS 2 AND 3. MINIMUM nE3D SNMOM FOR 606E-T6 aLIDY IS 31.7 "1 ANTI 35.7 W FOR 6005-T3 AlII(. 5. AL SCREWS TV BE STANIF35 STEEL b OR 316 A I SERIEli M COMOSKIN M95MANT COVED CN®ON STEEL A EEN ON 5001E WITH 50 W YDL 17RD STRENGN AND SO Si wN. TENSILE SIIENGN 6 SINL COMPLY W/ EIN6G BADLY(. CCOE SECUM 24113 4. 6. BOLTS TO BE ,ASNA A-307 GAVAVEED STEEL OR ASI 304 OR 316 SLT6E STMNLESS STOD. WM W W MINIMUM N= ST RWTN 7. SEE THE FaNDNMG SILETS FOR NiOION SPFfJFNAMNs: W BLADE QU 13.14.I5,I5A16.17. & M Iry aAEily�l/ � M . . IN BADE (9 (9 Waaa1G N UWSON: 13.14 & III 6. MIS @NMN N.V. /f.WflaON SMITTEN SYSTEM BGRS A US. PATENT /6.779.582. COMPBNENIS W TIRS APFfKWI IRE CLASSES, N WIONE OR N PART BY US. PATENT /5450.179 ISSUED TO C 5RWN MUM. WMY. NC 9. E SWDL BE THE IRgONSffiMY OF THE WIDNSIOR TO 1 DIE SWNDMSS OF NE SMM)CUIE W1YRE SIMIEH IS TO E ATFO TO DISSE flOFfN NICNUUfE CBMNANNN TO SFAL/CABIE Al SFRRTER CDEBENT DOSES 1000l t✓SIAN, TIN FASTENING N CD.NTMAILS CONTACT NN THE BOLDING TO PRE9R WMD/NN INTRUSIGL 10. Bill OW MUST BEAR PaOWM)R MQ- N A W4BLE PLACE WM WARNING NOTE DOING PEEIOVS OF HURRICANE WPRINNOS NONE OWNER. TENANT. OR 0114011, MIST PROPEEV CEDE AL N AND M CFNNNMES AND ECIAGE OR IDG Ill W AND No LOCICL 11. SKITTER IIAIAf)GTUIENS UBkl SHINE E lDU1ED Ox A EERILY A'®IF IOGIINN AT /CWIOfII SBIIIat N ACCOIAAVLE M11H SECTION 1)10.e3 C4' RDRUN BIAIONG CCOE ON IABL 9Wl E I1KTD FtlN E41Ef aPWNP.. IP$L1Nc ro CC4ELv MITI 9:CIpH mEIl2 OF nE FLBOG INOaNf. WOE 12 ERNN NV. ACCOBOION $HUDE3 SYSIFN'S WSENUlp1N 94LL1 WNPLY MITI EF1'S p01G1Ep N DIIR OBAWWG PWS'AY EIIWINC AO ZONNC BEGUTAIYWS PROr10ED BY ME NPoSnCIION WXEEE PEAYR 6 PPNED ro. 11 (P) 1N5 P£0. PKPAFID BrR6 FMBNER S a1IEdG AND OOFS NGf PROAOE 00DfOLAlLX1 FORA 9E SPECPIC PRJhOF, T.a. METE 11E SITE WE01DM5 DEYME iTNOY TE P£D. (D) WNMATOR TO IE RES 81E FOR TE 5011=IN. PURGNSE AND INSTALLATION MCDUNG LIFE SNEIY Of IRIS REOOUCT. BASED ON MIS P.W.. FRCAWED NEI EKE DUES NOT DEMTE FROM DIE WNEWES RUINED ON MIS WLVYEM. C010DDMIION YFEE AT SITE IS DE LYMWLTRIS fESPNNEBEIY. TABLE OF CONTENTS AREA 11 NV BONES (11 0 &CD -GENERA NOTE SNIT 1 STSIEL WMPIMENIS 1-20 SHEET 2 SYSEEI COINCFUNIS 2"7 SKEET 3 TYTHCA SHUDER ASSEMBLY 38-43 AREA 2• HV BLADE n AND HV WINDOW SHEET 4 BLADE (Q dVHVHIJZ) TYRGL SHUTTER nF'AION & MOTES ON L0CKS SHEET 5 OSTAIAUM DUALS A-E. CONCRETE/BLACK SHEET e ISTAIARON DUALS F-L CONaEIE/0.0P1E SHEEP 7 fFNTFItLLUE DETAINS IT✓ SHEET e CFN1FRWlE AIIINNAIDN DUALS FIV SHEET 9 CENTEIDIATE DETAINS HD !MEET 10 END CONNECTION MARS 1-6, CONMUE/St= SNET I I MAII/W SPAN TABLES SHEET 12 M C:HOR SO®UIE- CONCRETE IM ET 13 0AMOR SDIEDUEE- CONCRETE SHUT 14 ANCHOR SC EER E- CaNCRE1E SHEET 15 ANCHOR SCHEDULE- WNCRETE BIDCN !MEET 15A ANCHOR SCNFDME- WOOD SNET 16 ANCHOR SCEOWE- WOOD SHEET 17 HSTNAnDfl DUALS M-R. WOOL) SHEET 18 INSTAIIANON DUALS S-% WWD SLEET 19 END EYINNECIION DUMB 7-12 & %, WOW BIDET 20 AREA 3: HV BADE ® ONLY .MCN. SHUTTER ELEVATION & NOTE. ON IDCICS SHEET 21 R15BLLATIN DUALS M-GO, 0011 T SHEET v CENTERk IE DETPDS NO SKEET 23 END CONECMON DUALS 1-0 & N, COhg3TE/BLDa( SKEET 24 MMNUM SPAN TA6lES SHEEE 25 ANCHOR SCEDLIIE, CONCRETE AREA 4: HV WINDOW BLADE & ONLY SLEET 26 MOA WINDCAV BODE & WINDOW DECAL SHEET 27 TYPICAL SIMTM ELEVATON AREA 5E HV WINDOW BLADE(11)ONLY SHEET M NSTAUATIM DUALS. META. SNO WALLS SHEET 28A (a)1N5 P£0. W E COI®aE, IMEWD E A1FS S N Aa YEWS ONLYTHE BE USED R1 (d) SIDE SPECIFIC i MSHMSIBEEFFDRR ME MSIE OF WEYPA.EA w�GINR�EEWaD iETMCI AS A DBEGED mN lea THE RED. ENaNTm. E�MLL ZMENND NIiv TOTTHSS LATER THE RITE P�EO"�.0 TM� CRANING S IN NNWNGS FOR A VEw. GBTABN PEB/aI5 N MINE STATE GF FtOR1DA (e) McIN& Pf SFNL FRS TIE WOE AIL) 018aGL SFA AND WIIaNE of TIE PR 'awfER OF IEWIO THAT p MSn D. A FLORIDA BUILDING CODE (High Velocity Hurricane Zone ' ,11 - e•L, �F^` * L E C O A 'S■S■A■ a 2015 F/61EI M META SUPPLY, MC. BERTHA HVTM Accordion Shutter System �D '41 7 •� •• �5 T \ :� _ "r '•' ' r- P .: •• • - 1/�A••••••'••••••• -,�': '„`SSIONA'' ✓F' •-+1 1pc.. Amsrlean Shutter Systems 4268 WeetR a. Inc. 42fi8 n, RO, Dnw Wert Palm 6eacM1. R 111)1 Phone: (BW)/32-2206 . Fax: (S61)209-B3fi0 V. BODE 11 W1 GR W 0 H.V. WEN BADE & BV. BADE TuLL TFSnNG & ENGINEERING WMPANY WY NC NA R 3N ]% MiCG GEIdDA RNOe 111 Rae : (303)B71-IS3G . Fot : (J%)Bl1-1311 a-ma'I: G'nacvOaolmn ®-0EG571P AIER A TIWT &.. PE RDeAs ua / a4I67 Mvx BavaPTAN Grz wWx Br. ML 1 m 11-19fi wAD/a a1R % DRAWING No No 15-079 5 1 PE 1 0 SHEET UNDER US PAIENf @ 56581]9 O}jjP BLADE HV WINDOW BLADEe COVERED UNDER US PATENT j 5456179 E UMRA71ON5 OF USE OF BLADE ®ON SHEEr 28 600s-TS ALLOY AND TEMPER 6063-T6 ALLOT AND TEMPER 3556' mw 6' `TIFF' t.69T 9.OT1' 0.D)2' �" Q7 NV ADJ. ADAPTER W/LIP ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ NY QUAtb)ED FO�/ppy�USE W/ FiV BLADED&Q BLADE,JU 6063-T6 AWDT AND TEMPER 6063-T6 ALLOYY AND PER 91T b g' 0 ' �O lieHV_CEILNG HEADER FlED FOR USE W/ M BLAUE 1 ONLY. SEE SECTIONS POR VAU 6063-76 ALLOY AND TEMPER % Ie1l 1' 1' 1® SIDE ANGLES QUALIFIED FOR USE W/ FIV SLFDEQ & 6063-76 ALLOY AND TEMPER VAl. g• et A6' .100 pu AGO' 1® HV HEADER/SILL QUPLFlED FOR USE W/ HV BIADE� %1 ONLY 6063-T6 ALLOY ANO TEYPEIt- FOR USE P.E. 3OHV UNIVERSAL FLDATER QUALIFIED FOR USE W/ ITV BLADEQ& 2Q 6005-T5 ALLOY AND TEMPER et " twu• BO HV WALK —OVER TRACK QUALIFIED EOTT &(�J 1& BUDE 6063-T6 ALLANO TEMPER 9 6' e 1© ND CEILING HEADER/SILL QUALIFIED FOR USE W/ HV BLADED SEE SECTIONS FOR VALDIIY. 6063-T6 ALLOY AND TEMPER MUMNENT A B TI 12 E10➢E xmLnu Q Y 5• mm 1/6• 1/e NY 1D ® r r MALL Mlgr 0.192• W 19 iS' r MILL 0.190• 0.190' W IL E.0 O iNc. TIUIT TESTING & ENGINEERING COMPANY rJ .3b XL IDf. 2 Aa >71 WNM1\ C9[pS IIM 11 PEnq : (m5)BJt-1530 . FR : (303)6Ti-I91 t a1e¢O9d.mn tR-0916)19 - RLIER A TI M. PL f1Uc I µ16T R01✓aV QUALIFIED USE W/ HV BLALLO ADE 1 AN O YPER fi083-T6 A 270 .994" .OLIO' 1 am O W TRENCH TRACK QUALIFIED FOR USE W/ FAV BLADE 1)&QONLY. 6063-T6 ALLOY AND TEMPER VmEs law 93 O1 WAEFlED E1 L W HV BLADE ONLY. 6063-T6 ALLAY AND TEMPER X Y 1 r 2' L12 r r Go9D• A.S.S.A. Amerh:an Shutter Systems Association. Inc. 6268 Wo Ra05a D n Weal P Burch, rL 3310T Phme: (500)02-2204 . Pu: (561)209-636a O5 HV 90'� ARTER HV ODALIZE FOR USE W/ f't 6063-T6 t & T6 ALLOT 0 TEMPER 1@ HV RAINGUARD QUALIFIED F0VG&Vf/ HV BLADE 1 & 2 6063-T6 ALLOY AND TEMPER Ib' 1 •y 3 • 610 v n. a39r 1© SHD CEILING HEADER/SILL 'QUAUFIED FOR USE W/ FN BLADEQt &O2 6063-T6 ALEDY AND TEMPER 2015 EISTERN MEAL ARRY, WC. DRAWING No 15-079 6' 7u• D41 ts 8 o 21 HV CENTERMATE OUAUFlED FOR USE W/ HV BLADE 1Q& ® ONLY 6063-T6 ALLOY AND IEMPEN T � imv I qw R Flprt ELLVAtwI LOCKER FOR "Ta LOCK CENTERMATE OVALFlED FOR USE W/ NV RUDE 1QONLY 6063-TS ALLOY AND TEMPER OUAUnED FOR USE W/ HV BLADE 1 & 2 6063-T6 ALLOY AND TEMPER. VM6.S, lY MIN. 1/1' 0-ID SS W J/BY-IB lEPtti) ®LOCKING RODO pUPUFlm FOR USE W/ N BODE 10& 6063-T6 ALIDT AND TEMPER 0 .�IN-sFAUATION W6 REQUIRE A 7/16• HOLE D Im AT TRACKS MR PROPER EMBEDMENT ONLY 600-TS ALLOY AND 6 • I.T56' b �M1 a ® HV MALE 'T' LOCK CE 'ff QUAUFlED FOR USE W/ HV BLADE t ONLY 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER ©a QUAURED PL Cep H1LFlED FOQR 6063-T6 OUAUFIED FOR USE W/ HV 6063-T6 ALLOY AN F M { Pml 1 P-ID WT f (2 T9.) S16 _ Mm) (G lm¢ HV LOCK QUVQEDD N USE ON Y. W TaSIM➢ Cu'f • IP1®e DYl6 C1RFU P.l1nm T➢dl 018 9U4 cllaml (O�IE NA.tDU) ® HV EGRESS LOCK QUALIFlED FOR USE W/ HV BLADE 1Q& ® ONLY. ONLY R30. O.a Punic I�iD r-75 r 59ET1 AFRER PNETNG R = 1/4,1-20 x 3/4" ARE "nY'IY6 S.S. THUMBSCREW 1/400-20 RIVNW *alas aH1 TanmAM Om1-n AuvO vrss DAVLE trot 6 sc6r ausn6 Pear 1063a Aa WMPACMFD el anu pEAM T610fd. P.V✓m4DIY. Nf131HT Qa61 O0. ELVW. 3MA7E ®HV 'T' LOCK ®HV ALTERNA$ATIVE LOCK INLY QUAL EO FOR USE QUA BUDEQ(1J ONLYW/ W/HV BLXDE(D ONLY. ® HD CENTERMATE' OVAURED FOR USE W/ HV BLADE 1 , ® &Q2 6063-T6 ALLIOoYY�—E■��./y{I D TEMPER �1 /4' 0-20 AIS1 304/4' 0-20 AISI 304 CR DUAL FOR USE W/ FIV BLADE) & 0 * MIMECOINa. W TREIT TESRNG & ENGINEERING COMPANY m3a Ma m a s. m asuy came¢ na,m1 v (Y6�11-1=. F. : (SW)Qlt-11T1 a-n� 6navoad.om �+ m-am6lla - VllFR A IIWf b. P£ nDNOA Gc / H161 I S I �MW6RRR1 cvIR+DFR oA NEY CYDNOER Os76- Wn 1 azs• Ma nixwelurw m mEN OR NEY 1. Ni CYUt�i I.M. YeY 4 HD LOCK BY RELENT HN10W®MORN LOOKS QL6 21U Now B T LOIX. QUAURED FOR USE W/ HV BLADE 1& @*(2 A.S.S.A. American Shutter Sysfems A=clatton, Inc. 42W Weal Roo& Ddi Weal P06n Beach, FL 33407 PAane; (800)432-2204 . Far. (561)209-6360 Accordion Shutter ORAWING No SHUTTER ASSEMBLY SCHEDULE FOR HV 1 HV AND HV BLADES. 10 HV BLADE 1 ' ® HV BLADE 1A 20 HV BLADE 2 ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER. ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"x3/16" THICK NYLON WHEEL 0.188"0 ANSI 302 SERIES S.S..RIVETS ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD ® W 2 3/4" ACCORDION PIN W/ #8 HEAD 'N ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (SEE SHEET 27) (1) W PIN 0 SNAIL ALWAYS BE USE) AT ALL EMERIOR BOTIOY XNUCNEEa OF NV ACCOROION SYSND4 W/ NV0 OR NV (q I (2) NV PM ® NAY BE 1RED W LIM OF ® AND ONLY AT EXTERIOR BOTTOM IOIUCNIES OF HV ACCORDION SYSIEY W/ NVQ BLADE WHEN CORRESPONDING TO INSIAIIARONS 'CC' AND 'DD'. SNE2T 22. (S) Md PIN 0 OR ® W/ 1/2' OZ. 1/16' TRIM SS- WASHER SHALL m USED FOR DIRECT MOUNT NSIYUTION PER MAIL X. SH= 11 k 2C * P.E. EXTERIOR * IL ECOr.e. TILL1T TESTING k ENGINEERING COMPANY • �+ as ma s. m. ux tam+G"w2 nalmr..n Aw : (sos)mt-tan . im : fsmM>t-tm a -mot IID.ccua4.mn m-0ose+,s auRR w A r.Re Ttgm4 ua "IV Ej J IIIII � INII� EXTERIOR W PIN©OR®AT EXTERIOR BIADE'S xNUMI.E. (SEE NOTE * FOR REQUIREMENTS) N15 EASIEW2 YETPL SUPPLY. NO. A■S.S.Acordion Shutter Syster V. wx 1 W/ OR W/o NV. wmm OADE k NV. mm Ameriean ShuMx Systems RbHa olw.nw Iurz DwW1 er YL IWxlallan. Inc. , wR ++-tro oN,Pps Bue apa/r. 4268 W, t Roods DRre s DRAWING No Wm Pw. Bn . R JDIOT T m..: (aoG)uz-zzw . Fax: (561)2os-B3B0 15-079 IN loo. 2a()jj). Ml,[l i�t�TTTTTTTt�_r,�in�enTTTTt�rTnTTt�TTTt�TTt�TTTrIt� TTTTTTTTTTrnTn �I �LCI O. O. O' ©• O• O• 0' P O• � O' O' O' O• O' O• v ©aO •©a©aOa®a TYPICAL M HV BLADE SHUTTER ELEVATION N.TS. /4P ®. OF CORNER CENIERWTE +NOTES ON HV LOCKS AND CENTERMATES: 1. MaNQUORY caNDMA N Ali OONE W IGa( ® or ® SHNL °E US D AT 1/2 OF 6HURENUSSPPAN FOR ANY SPAN °F1EVA 0TOM °LORd( t�9 «Q9 1u BUSED AS AN INSIDE OR oR °PWI570mE10IA�G ATT%R o �y OAR QJT CFNIFRWTES 1/2' LONG MT HEAD SS. Y IDGMm W OF I= SHALL BE /S UDKATON CDM ADON. z TWO W LOCt OR OR ONE HV LOCK Oft W/ TWO IACKWG RODS AT TOP &BOTTOM SHALL BE F ANY SPAN AND IN ALLAR Aff ANY ELEVATION. HV LOCK ®OR ®SHALL BE ATTACHED TO OR� CETIfFRWTES W/ 54AE SPEGFlGiIONS AS PER WWDAIOFtY WNDmaN fL. LOCATION Or OCKS AS APPUCABLE SNOlI. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MOULDA SHURER SPAN SHALL BE DETEIRMUMED AS PER SCHEDULE !3 ON SHEET 12. a • H' DF91ED, FOR BITTER PERFORMARCE OR FOR SCURVY PURPOSES, UP TO TWO W LOC16 OR Y BE USED AS AN INSIDE OR OIIISDE EDCIL CONNECTION OF LOCKS TO CFNIEAYAT6 OR ®SW1L BE AS INDIMM ON NOTE (1) ABOVE LOCH OF LOLKS SHALL BE AS INIKATED ON TYPICL SHUTTER FLEVATIWL 4. h S LUaD M(/iwD N_V. Lr t• LOCKING RODS ARE NOT REQUIRED AT E POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUREti PENFD MANCE LOCKNG RODS OR AN ALTEANATNE DEVICE NAY ALSO BE USED AT STACKING POSITION (NON HURMMNE POSITION). 5.10 YDNMM !2 ONE W IM ® ® SHAH BE USED AT OGRNER CDOERINTES FOR ANY SPAN AND UISTAWTDNS AT ANY ETEVAIDN. NV Loaf or ®SHALL BE USED AS AN OU ON INSIDE LOCI[ ATTAC)® TO ®(DRNER CFNIDOWE W/(2) 1/4 a-20 x 1/2' LDNG MT HFJD SS N5. IW° IDaONG RODS AT TOP S BO OY SHNL BE US1D. LOG1gN OF LDCK SHAL. BE AS WICKED ON TYPICAL SNURER ELEVATIGK MAOYVN SHURER SPAN SHALL BE DETERICN D M PER SGHIMULES SHOWN ON Sl E 12. 8. - ONE pLTDtNA1E W LOCK WY uti IN UW OF HV L or FOR ANY SPMI AND WST T10ES AT Atf! FIEVARON. AL TE LOCK ® 11AY BE USED AS AN E OR WISTDE LOa(. ATTAOfYENT OF 1/4Y-2W/4- SS THUIaSCRIM TO ® OR ® CEN EIMIATES SHALL BE WE W/ 1/4'P-20x]/4- NRLL NNNM AS SHOWN W SECOON.WE. SHEET G. ONE LOLN SEWL BE USED AT 1/2 OF SHUTTER SPAN OR TWO t=S AT 1/3 OF SIIUITER SPAN *NOTES ON HV Or LOCKS AND CENTERMATES: 1. ��, ONE ALTERNATE ITV 7 IDCK WY B£ W 11ED OF EIV LOCIS OR DE ANY SPAY MID' IT.S�TMIATI Djj/1 AT AHY EIEVAIKW. AL TE LOLL( W,(NT BE USED AS MI WS�E ai OE LOCK SPAN AND ANG OF LOCK Q9 WCWDES CASING RDNFOIECINC IDnOIFGj . 15 SNOWtI ON SECTION hw. SHEEr B. WTOCN MUST BE fNINNECTED 10 CFTaQiLNl6 ®AND ®W/ 1/4Y-20 x 1 1/2' LONG SS THREADED BOLT W/ ]/G'a x 3/3T WWGNUT OR W/ 1/4'I-2OA1' SS.YS. INRY A 1/4'0v 6/B' ImWIT1 WY BE INSTAUM AT MIOSPAN OR le W%WUM ABGVE AND BELOW MDSPAH. USE OF TWD IDCp.VG RODS TOP AND 8010M S YANMTORY. •NOTES ON HD LOCKS & CENTERMATES: 1. : ONE ALTERNATE No t4CK � MAYBE USED W EPL OF NV LOCK6 OR FOR MYf SPAN AND PSTAMROHS A Mh FLEVARa1. ALIFANATE ND LOCK ®WY BE USED /5 MT WSDE OR OVISIDE IDat. ATUDI NEM OF No IIKR 10 0 IS W/ 3 08 x ]/G' F.H. SS.YS, AND INCIDOFS PFIIU'ORCEMBIT INSERT ®AS SIDWN OV socnom NDB- ND HM SIWET to I= WY BE USTMIID AT NDSPAN OR 12' ILAVMUM 8E1.OA' OR ABOVE MDSFAY. USE OF IDaONG RODS O S, mYPIETEEY OPTIONAL 44tisi `` * IL EC O /1/c. RLUT TESTING & ENGINEERING COMPANY /,�x`' •T m9MC .W6 A9xMVFp4 (W✓mq FNWMA T.YTIA: :.. �• ` RnM ®NaaJ18 TILmn ce— WA IY PE t '.Y. •I<TElltl'IRF/MR WmA Ile. IUM19) nMm A.S.S.A. American Shutter Systems Association, Inc. 42W Wm RORG9 UNe Wert PaM Beae3M, M 3N07 Phase: (Gf1D)432-2204 . Far. (561)209-BSM1 Accordion Shutter DRAWING No E re;mi!!I Sm v — — — — - PUMFD Cc ox cax MWL REM xmr sDR cnslewlrax w sEcnoxs. 1- $ SiRFS 4 fOR TIflGL swnDi E D. a EDL£ OISDJtCE �1�\• ($ $pE[6r.NOt6 ON 91EET 14) IN xw UY TO R ANY IDIS �WLAnx�I6'i/� WNCNEIE NNIN6 YIC101E :AR15 ($ SaODUIES Ea SxfEIG 1] 6 15IJ NUTS O fY O.C. P�11113f. _ a �� (HV WALL SILL INSTALLATION 9GET5 14 & 1W EQ HV WALL SILL INSTAUATION INSTALLATION DETAILS W/ MmE2'�8�' Cn HV BLADE 1+j1� �P� ?✓Y `= �[ •, a` .T `='D '•• OP\�'�.a\Irt.�o,d.m. �- �•�••••. •• �s tl: P.E - RWDt1E IL ECO�■e. ASSA ■ ■ American Shutter SyMms Asaaeiallan, Inc. 4zCB We Rooaa D:1.e west Polm seam. E NMO7 R C. (WX))02-n04 . Fax: (%1)209-s]x0 m 2010 FAS R MU& SUMY, INC. BERTHA HVTM Accordion Shutter System V BV➢E #I wl DR w/o NY. WNIDd HIDE d HV. BIPDE TIWT TESTING a ENGINETAING COMPANY P.kxu I (]ns)eat-iS1D . rm : (00a)MI-Iml te-0ocB]to N{llFR A 1WI b. PE snxM Gu / Nt6T rm m. olscmxrox MiE EWYe x.: uE. I ow a-w apo/1a oue a/m/Ia f DRAWING No C 1H��%9 a a a SHEET 6 OF 28 e OR ®* ® HV CEILING INSTALLATION aam1HG � a IS I s I #140/4' M F6A0 nM SCREWS e P O.C. Nur RMi 1/4 w o 9• O.C. � ( SEE SCHEDULE ON w/ LSE D.� REnum �FlA] NFOD OOt#FE,E 0.V01WS MT NAD CONRAE AVG1gS (SE£ SMEWIE ON sNux 15) REOY�RFp (SEE SOIF➢UlE CX SHEET 28) HV FLOOR INSTALLATION t Q HV WALK —OVER INSTALLATION I7 TRENCH INSTALLATION VAW ONLY FOR UP N i70, -75 PSF PRPRESSURE RUING a FOR SPANS PER (SEE mN Ancma1 SNFDUIE /{. SE2 0 9YLlG 15 fMiRXC YIN. uuIVN SEP & IA) TD pass ;¢ saHPGw1E 1 -(sce G EHFEf 13� �scla 1 121 ^ NEX WASHER / n•+"e HFAO RK SCREWS e tz' D.e o 9. 0. C. CONCRETE ANCIORS NOTE 13(b) h (SEE SCIODULES ON f11]! SIREIS 19 ON SHEET i A CW 1T 11 NEnu:EG — QJ HV RAINGUARD INSTALLATION t eGTE: INSTALLATION DETAILS W/ N(nF EnR f11Na9Y,l:1 1f 11- SEE SHEET 4 FOR TIPNML SHNIER y • E D. EDGE :SHAVE£ (9FE SPECINCAwONS ON SHEET 1{) TNLS R,STMNTMIN 9HNE IIE210ADIE WHEN PfIWDIWEO AOJMf'JIH TO NI OPEWeI£ EMIT OR ENRtAVCE ♦ SEEN AOOHO OT USE F9R BIME� ON SHEET 28 M HV BLADE 2- MO IN Mm w w DSH�uu]�ia+�m ee4""'. FLORIDA BUILDING CODE (High Velocity Humcone Zone 1/� f a 2015 EASTERN METRE SUPR.Y. M. f+.......... f JcSF •.: _ BERTHA HVTN ��� . No • 4 E O'1 A S S A Accordion Shutter System 4�] 1 L C NC. . . . . Y, flVDE 1 W LR W RY. "M MA E 6 KY. ®AUE •o-•�—'� �_ ? MWT TEMNG d ENGINEERING COMPANY American ShuNar Systems Association., Ino. mY,w rcnun,oN :c ++-+w wn a/+o/+e mmN 9n u1. oNE 04/10/15 /� - ORID� - RS' Na. Wu s. se. se. smaev eVms rHm1 a+ 12 1ie West Roads Drive + a _ HTme : (m5)e]IISJD]rma(AR)B!1-+v+ Weal P.M BvacH, M JS40] y ORAWINC Na PHWIe: 6004]2-2204 . Fax;381 209-B340 5—G79 PE SFAL/9FANOIE WH1FR A 11LLn is P£ EIOPM ,r</M16] s SHEET e7 OF 28 SEE END WA N I ouW IN r�GY� INSTALLATIONS W/�tiHV N0 N]Yd4{IE IN l00(®Ox S10Ef 5. 9Af4 AM. (RW. MM1' 6 VNID NR NL i/ BLADE Wj HV CENTERMATES 2wrtaMM6APNx.aN �tEo OR SEE END WALL CONNECTION O'O • ®p1�'0'®' MAILS ON SHEM 11 ®'®�®'®wO•®� r J 1/V >• 01/2' T ANGc w/bJ 1/4 rwcax 1/2• OPPOSING . SYMMETRYCAL AIWIOSrocaloNTe I /IOaI/1. 5115. O 11• _ W/ H LO KMATEo V C C RMATES YIN. 4PNUTIGN W/ HV LOCK S )o (1)110.1/Yt5Y5T1@E AT FwN A`a2E (tm) OG NLL YOIIAIf. * * * 3 (SEL SGIE0.2) ON _ 5 - i s O * 1 v 1 ID HVB ouT * HVC HVA ®a©`OO�NO �o ®v 1OSMa.atAewu O '6 xlsnNc O �•®"'O6 •©� I SYMMETRICAL -- *-- CENTERMATES* IN 6 , —T-----^— — MK 5 ®_®"'_O'®��•®��'`c�us 1 GN ®, ®��•®a(�•®„ (sEE om2) slnUK noY IN ®v * W/ HV LOCK f116 (mrtxlow) 1 swar z) eO'®p1O'®a,®•®a'� m cA �r 1 QNIEIEON) OUT ______ —___ _—_____ uCOo"ro� d ®� * 3 vMM 3 e 'r® OUT e ,/z• Ywc oUT HVE HVE** HVD Irrwrrri'::. FLORIDA BUILDING CODE Hi h Velocity Hurricane Zona ld9 ® 2013 FASRNN YtiAL SUPPLY. WG 4p' Pvt: J� E .: BERTHA HVw 3 f 7 ':; IL E C O A S S A Accordion Shutter System No. as * 1.�. ..y . V. NA6E , W OR fl G KY dEIDOW d KV. 9A� /� •: •Q : TE E TLLIT TESTING d ENGIND:NINC CGYPANY Art mean 5huffor SystorD9 A9HOCIGHOnt Inc. ..Y o6CW1YN art ptax M.. YL 1 AY 11_t&M1 d/10/15 NdC 01/10/IS 90� OR�OP: • y.. xR $ R g m L IIYm1. 1T1 ♦2M Wmt R s 01Ive Wnt Palm B h, R 3 7 2 DRAWING No - FS�••••••••• \ e-mat u]mOmlmn m-Oooels Pnana: CBOOH]2-2]01 . Paa: (%1)203-9380 S r 1 15-079 P.0 WLiei A 1W11 Jr. P.E sI SHEET a B 28 �, ooawD OUT IN I� RlsncOsuncocrzdNvv.INmurzooNSNEcr6. NS WFL. AS UNNfRSN. nL xnNO wOE®OEWL HDO-H . ®m©• O] m� 10 •®m - INdCAREO ON SHEE1 10. MAY NE USED WDH T AaFIi X wsr VON OnNL HW 910WN w mars San. i © ( • SEE END CONNECTION DETAILS ON SHEETS 11 i 20 ®' ®m0' ®m m COHfJRmE k i /:mrJa i•i1M1YiSIfNCNIN 30 f. Y ! 10l 119N 30 HV "T" HV "T" mD $ > 3 LOCK (INSIDE) 1 3 LOCK (INSIDE) m80H 92)0 0 * SEE NOTE 6 FOR W LOCK® T LOCK. ON SHM 6. I SQ 9H A W (202 , AIIM) VdiGE F m Taw SHEET O MANIIFACNREO 9Y NUW =UR P 1 AS NCHM mExf706/ OPARSWINt, NEWM M atSn Ri J 0R ELUM. s 30 HV "T" LOCK (OUTSIDE) PE 0- w" OUT 0-20 x 1 1/2" S.S.M.S. 2 7/8"0 x 3/32" WINGNUT. 1/4" 0-20 x 1" S.S.M.S— W/1/4"O x 5/8" RIVNUT t• HVG* C O Inc. LLR T NG & ENGINEERING COMPANY I NN. m st s. Jn,fxaax cNeas rmmm a Rqn.: (JOS)Qll-IS]0 . Fm : (x0)�1-15J1 , F-:m0: tllaco0mlmm ®-OOOPIIB i41FP A NMt Jr. P£ N1II✓a {k. E Mle) A.S.S.A, Am&mlcan ShuNer Syslem9 AwaclaHon. Inc. 42M Wes( RR Drive Wes( Palm Beach, R J 07 Phone: (800)wm2-2204 . Fox: (W)209-8WO NYLON SCREW HEAD HV "T" LOCK (OUTSIDE) Accordion Shutter S AOE 11 MY OR W/O N.Y. MM M BUDE'& DRAWING NO 15-079 -r Lxmwc cuss ' our �N INSTALLATION (1) HV BLADE W/ HD CENTERMATES G .p.©m©-(E) -----=----c----------- rm,/Nsn-r 35 # I Avcc W x ~ 171/ UKstnuu (4) H.V. (cPnGN+L) (r4 # M TO I /�N3/4 SYS0 tr e (a) iva • sys. I (sLrosct�GnutE PINS (TYP.) . s•� IH (4) H. m xixaE mmt �_ ON star tz stir PINS rPJ / 31 Gs 3 31 OR©2 HDA—HVA 2 4 35 s (�"i HDB—HVB ouT SYMMETRICAL HD CENTERMATES Wi/ O�! LOCK (EXTERIOR), * SEE NOTES ON L=VG RODS ®h NO ® LOM ON SHEEP 5 ** DEUJERS4L ET.QARNO BLROE03 DETWL HDO-HVD IS v O F A cENTEr ws r uwo- WEEN s—(D roo. IL EC0INC. 9 . 5•.• a{% ' 1ELLET TESTING a ENGINEERING COMPANY ./�' 0 Ot;:.\�r<, EJ9 Nl. X0. S A ]M. % 64544 it➢1OH D,1 F. Pro,.: (>Mu,�e ss�••r•••••• a�a.e'aFoo�eimamsu2,_,m, FB-W]6)10 NPLIEII A 1LLIf .h. P£ P.E gA'/9fMAOIA n: namx tk + w,si A.S.S.A. Amerioan� Shuttor Systems Association, Inc. 420 Wd R 9 Dr West P.I. Beach, R'3uw PNcna: (600)432-2204,. Fax: (MI)209-sno Accordion Shutter DRAWING No POURED CCNITEIE PoURm CO1CAEfE M POURED CONCRETE OR CONCRETE OR CONCRETE CONCRflE BLDDK WNE BLOIX WALL REQUIRED BLOCK WALL REQUIRED REWP m �E}ISTING GIASS EKISRNG OASS iF ANQ1 EASTNG GLASS -T— — f _ O ,G• O.G- r _ - MN 9PWgIW z• MN. YN�YJMtt2N� 5 �EE➢YYYE�OI( saE SDTRI�SPMAxH Ma (sE ,z Tw OATEmNm . u N2.Ls (SEE EO I N 1�E9AwOE� 1/1613' 4A1C ®y 1122 TOR �MAw oN sI1¢T ze Tm (sow-rG) caNr.� g ® 1/�� E t BAD6�4 � U�INFN SIDE 1"12 kORf 1/2' MR. OF©) I TUBE 1• M 2• YA%. /1mi/2•B.YS I _____ �(AS APPUCABL)� .I1WW-2• aYS. O 1B• O.C. ALUMINUM OIP ANSI I 0.4 (sow-rB ALLOY) AT M®HEIOIT,,I21q_(z)VATSEESAT51SIDE CORRECTION 1 OR Or ETIfERSIOEOFRQ) SEE DEWL x FOR TO TR°�SEEDErAax sloE ComRID K Qir-®-©•OJ - B -®- IN DETAIL 10 CON CTI I U PoURED CONCRETE OR — -- �EG,.RNG GLASS CONCRETE BLOCK WNL REC xRED MR �MON /1 1/2• SY. maxs(sE O16• I (D° L CONCRETE 13IOCt T OR R N WNLRED BWN1 uGrtD REn END CONNECTION DETAIL 0 z• C PF. SER 6 IN w OR END CONNECTION DETAIL ♦ REEwI ONLY FOR sPNNS GREATER YHNI 12•-0" ♦ SEE wnmTpNs of USE' EM BUOE®ON SHEEP 2B ©(xt®pR�OR� VIEW Y ' OR QAM PLAN DETAIL X , �s®-©•®'©•®- END STA ION ®-®•®-p•®- (� HV BLADE OR HV WINDOW BLADE INTO O•®-®•®-®•®-O CONCRETE OR CONCRETE BLOCK WALL. )N DETAIL © n.ORIDA BUILDING CODE (High W1.6ty Hurricane Zone 0 2015 EASTERN MI SUPPLY, W4 BERTHA HVw iL E C O A■S■S■A■ Accordion Shutter System 1.7. U. &/DE 11 w/ OR w o Rv. wDATE Wei t U. nAD OLLIf TESMNG O ENGINEdING COMPANY AIIIOlIC00 $flCNef Sy91O12ES A990DI01IOON IOC. mvao ocsO " an ipM1e1 er. MA 1 oln It—lBs Wle/6 RNC 0N/t0/1s ss KL >Em a.'ss nk. M1®G raaxEO. T10m. al P1m.: (M)Bl1-tau . F. I268 Well RPOUe Done x DRAWING No reap; OeavOanuun ®-OW61m ICJ Went PoM B h, FL E. Pho e: (600)432-2204 . Fac (5 ). DEIB0 ��J-0%9 I fllxtM 11e ! u16E SHEEF e 11 OF 28 W MUM SHUTTER SPAN 1.+- OR •L-- (f.) FOR INSTALLATIONS W/ ® ®or or wIlL HV LOCK or or dg or HD LOCK W/ NO TIRO) CENTERMATES & ® W/ ONE HV LOCK ® W/ TWO LOCKING RODS ® TOP @BOTTOM *(SEE NOTE 1) VINKIMUM SHUTTER SPAN* 'L+' OR 'L-' (ft.) FOR INSTALLATIONS W/ & ONE HV LOCK OR OR W NO OCKING / RODS ♦ SEE NOTE T) ( INUM SHu11EN bee- L+ R - L-' (ft) INSTALLATIONS /.& W/ TWO HV OR OR LOCKS OR 0 OCKING RODS.® TOP/SOTTO /ONE HV LOCK ®OR ® R ♦ SEE NOTE f Imum onul lcn arm • 1 R 'L-' (ft.) INSTALLATIONS W (1) L+: Yfi>JYw AupergE s FOR A GNEN P091A'E ASD. Dm6N PRSSi1RE TuorK L- Wa. AILTWABLE WM FOR A STICK NEWAW ASJL DESttRS PRESMI1E MTING (z7'PROC:DDYRE ro OETOBONE IbOU11 1 suer faa laNi Youreerv's a( �/�O, GIVEN A POS I VE ASD. DES M PflFS w MAN, OERADNE YKK m SPAN •L+• FROM SCIIroWE. �I A NEGQhT ASD. DESIG PPFSSIIRE FMB 5 JXE W Uld SPIT •L-• {pSAL YA!OWY AND'MAHE SPIT 6 FDLLLL ro T16 L9tllKLLM DlIEWIDffD SPAN NEINEFN i+IND �-•. (3) PROCEDUIE TO EVIOWxE YNWIUM SPP11 FO.R31�roI1•-10• WALL N/ LLDDR/Lf10NG NWN101G5: " A GNEN POSTIE ASD. DESIGN PRESSURE RUING, (1) sEE BELOW FOR YINSmi EEPMATIoN TO GTASS SCIROUIE FOR FLUTTERS USTNLID IWTHUN THE THI So•-0• EEVATION OF BUIU)R67 MEASURED AT BOTTOM OF MUM. (2) YODINY SPNWnON TO fuss FOR MUTTERS OISiAl1ID eHW£ 30'-0• k1EVATNIN OF f1116D1F$. YE svRED AT BO110M OF SHUDm IS 3'. & W/ ONE HV LOCKS OR W/ NO LOCKING ODS •wiu A.DA•9P1 Ps>k CONQdIE h NDOD ihwL hs O °'4� (a �a7 INSTAllA1gN5 O RON1/fIDN. W1xmL5 AE t .. PY,c ' (+w�7 CONCREI2 & IVOCO INSFNL,nONS O A � ( m.)7 O6mRElE IHSFILATONS / �O Y 1� Y/A1L YOUNRXG t1Wl0 G RD6RF188 IpMu+D M,unn�u a-oeoemu t0 n�ecc SHUTTER W/ ON Inn: WRIID rt erucn�n[ OCK RODS 11 L-ry L♦ W L-� L♦ pp t-W 11 t-W L♦ L-IN $HUREt SPAN INSrA TONN W/ m O�RM4TES INSDuATKIN W/11 OPPOSING C WTEFRAATES b 13'-z' i6b' 13'-2• IV-�0" 30 12'-3' 11-e' b 13'-1' 16'-0' b IJ'-2' 16'-0" 35 w 12•-0• 12-3• le-lo• 15-10- Iz•-W 1T-3' le-10• ix-lo' 35 w 11•-9• -Ti'-1• u•-8• tz'-s' Ss w 1z•->' 15'-r 15'-z' ss w Iz'-b" @'-3' u•-10' f]'-10' OR U1 ] 3/e3 1'b IS 11'-11' IJ'-1' Il'-11' fS-1' IS IP-1' lY-0' I5 Ir-W 15 II•-11' 13'-1• 55 1W-9' 10•-S I1'-5• 10'-lI' 50 55 t12--2- IS'-T 12'-11' b S4 11•-]• 11'-T' 12'-5' if'-10' AUDWmJ ]/BiIV ca •n m to _tn 1n'-]' t0'-10' 60 65 1C-3 t0'-O' HY-5 10'-O' 60 M IV-9' 12'-1' 11'-I I' 60 65 lo•-I* 9'-S 10'-11• 10'-1' USE 2 1/2 TOR HD LOIX USE p11RAlFp yALIRS WR KS NE: IIAhO SPAN M WNL NWNONG LA1pNi f NUL SPAN FOR FLOOR/CEDING (fP1G INSfALLAlI0F6. A CNEN NEGXTNE ASD. OF9fY! MUTTER INSTALLATION W/ INSTALUTIOA SURE MTWe WINE SPAN _ayM_Y,cTPIreLOPPOSI CENIEMATES CEIfERMAI NM SPAN TOR HALL YWNaNG 105' LAnONi 2 3/1• " 3 3/16- A MAX. SPAN TOR iIDDR/CEBDIG OR USES — II6VC 11bTAOATlOt4. 5105• >I ro 3 1/{• en ] 1/{' IT11T1 AIlIIN4 SPAN 6 i To lHE IN+Wum 6EIwFk]I 'Lt+•. ALLOAID L USE 2 15/16 FOR HY T OCK W/ •. 1,-' AND 'Ix-' USE 4 1/e' MR HV T FDCK W/ USE 6wI USE CATEO VALVES FOR HV lE$. MAXOIUM I65 6'-10' -Bflv� W-1• To r-w 6'-4'6-9]Vo* Wl01UY SHUIIER SPAN 'L+' OB 1•FOR MTD1G MTO WODO SNALL BE DIIDro roISO -]' 1Jo e'-2' +'-it• 1)0 6'-It' 6'-2" 6'-J-5•iJ5 8'-t' 4'-9' 1]4 6'-9" 6'-0'WSTAOARONS 6"-6'-1' ISO 6'-0' {-8 Iw 6'-B" 6'RE 165 6'-5-S' 165 5'-It {'-6' 185 6'->'t H.V. CORKEa'CENI XE 03 YAY BE USTD AT ALL YOUNiOw UNSIW.TA . LOOING AS UBXGTED oN YINOATORf CONOBION #2 NOTE /5. SHEET S. 190 W-1-2' 11190 6'-6• 5'-5• 195 fi'-3'-1' 195 5'-9' +'-]'To 6'-5• 5'-5'M 200 6'-2-0• 200 5'-9' V-z' 200 6'-+' S'-3' f No 7 IILIECOE�a. \ e,�W ¢ Of TESTING & ENGINEERING COMPANY 19yt/(O�y^`• .. - _ OI(.`•:�OR10P.% �/� � Ij�� t,l F Wµ1Fr A FILLR'Jr. PE P.E STaiVY TIFF FLaYm m / u161 A.SIWSIWA. American Shuffer Systems Association, Inc. 42W West Road. DHw West Palm Beech, FL 33107 Phone: (BOOJIJ2-2204 . F. (561)209-8380 LVCME s Wr6Ytt WODO 11 WALL A B, C. 0. E. M. H.50e V.O. R. MOUNTING F. K & L FLOOR/COONG G, H. I, 11 & J. T, U. W & X. MOUNTING HV BLADE DING CODE (High Velocity Hurricane Zone ® M15 WTEAN METAL SUPPLY, INC. BERTHA HVw Accordion Shutter System '. TIME ll W/ OR W/0 KV. WNW BUTTE & KV. WIDE I DRAWING No 15-079 1: au . .•a.. w aai:•., �.. • I.u. u: v; . Waal 1.7 : ......... ��l��l Q:��lrc+r^r-..���irl �fJlrarT•-s:r �at-•'rrra�l 000©©mm0000©©mmo o©oFiomn�o o©o©Omm� ©o©©omm©000©©mmo mmm00000@mm00000@mm00000mmm0000w@mm.......... @mm00000@m@ODOOD mmm00oDOmmm0v00�@mm000000000nnnm mmm00000@mm00000 mmm0v000@mm0000�mmm0000000mODOO@ mmmnonno@mmoonoommmnnnoommmoovwwmmm000mw0000nomw @mmoontao�@mmnonow@mmnnnno@mm000ww@mmonnnwnnnonmm� @mmoono mmmnonon@mmnu000mmmvooww@mm000nwonnnnnom �@mmOOOmw@mm0000� mmmoomww@mmonnraw@mm0000n@mmnnoww@mm000wwonnonoow @mm00000mmmOmwww@mmOmmww0000mm00 mmmonoww@mm0000mmmmonnoo@mmonwoommmoomwwonnonmow mmmoomvwmmmoonmw@mmmnoon@momwwwwmm©mmmwwonomm000 @mmoovow@mm000ww@mm000mm@mmo©000@mmomwwwnunommwo mmmnooww@mmonnww@mmnnnommmmoowwwmmmon©wwonoonnmw �mmmnowww@mmoomowmmmn000wmmu©wwwwmmommwwwonnm©Woo mmmutawww@mmonoww@mmnnoow@mmowwwwmmmnmwwwoonom©mw mmmom�wwmmmuoowe@mmoonowmmmowwww@mmmowww00000www mmm000ww@ma000mow mmm00000mmv00000mmoom000 ouummmww @mmvvwww@mmnnwww@mmnumww@m.-^©owwo@mmvowwwnnoumoow @mmODwww@mm00wwwmmm000wwmmmOwwwwmmmmmwww DODmOfaww @m.zaii.�mOwwmmmOmwww @mmOOwww mmwwwwww mmm0wwww OmmmO�wO @mmwwwww@mmOrawww@mmOmwww@�r�oowww@®movowwoomnn000 @mmOwwwO@mm00ww0 mmm00wwwmmOwOwwwmmOmwwww000mmOww @mr�omoww@mmomwwwmmmnowwwmmwwwwww�mmmwowwwoommmewo @mmowwww@mmo©000@mmoowww@aowwwww@momwwwwnnom®moo @momvwww@mmn©wee@mmoowwwmmwwwwwwmmmwwwwwnnmovwww @mvwwwww@mmwwwwwmmmwwwwwglowwwwww�loowwwwwnoowmwww @mwwwwww@mmwwwwwmmmwwwwwaowwwwww�lmowwwwwoonowoww mmmwwwww@mmwwwwwmmmwwwww�Tmwwwwww@mowwwwwnoommwww @mmwwwww@mmwwwww@mmwwwwwmowwwwwwoumwwwwwnommowww @mowwwww@mowwwwwmmmwwwwwmowwwwwwmmwwwwwwoom©wwww @mowwwwwmmmwwwwwmmmwwwwwamwwwwwwmmmwwwwwnnoowwww �mmwwwwww@mwwwwwwmmwwwwwwnmwwwwwwomwwwwwwommmowww mmwwwwww@mwwwwwwmmwwwwww�nmwwwwww»nwwwwww000wmwwwi mmwwwwwwmmwwwwww@mwwwwwwmnwwwwwwlmmwwwwwwnommwwww mmwwwwww@mwwwwww@mwwwwwwoowwwwwwnnwwwwwwnnwowwww�i @uwwwwww@mawwwww@mwwwwwwmwwwwwwwmmwwwwwwnmowowww @OBwwwwwommwwwwwwmmwwwwww�mwwwwwwwaowwwwwwnuowwwww mwwwwwwwmwwwwwww@wwwwwwwmwwwwwwwmwwwwwwwmmmowwww @wwwwwwwmwwwwwwwmwwwwwwwowwwwwwwnwwwwwwwnommowww @wwwwwww@wwwwwww@wwwwwwwmwwwwwwwmwwwwwwwnmowwwww �@wwwwwww@wwwwwww@wwwwwwwfawwwwwwwowwwwwwwommwwwww mwwwwwww@wwwwwwwmwwwwwwwnwwwwwwwowwwwwwwomwmwwww mwwwwwwwmwwwwwww@wwwwwwwowwwwwwwmwwwwwwwnomwwwwe dy�P�r JGENSF JD • IL EC O1Nc. .k /— * ^ TILUT TESNNG A: ENGINEERING COMPANY w s1 •O � • Lm : (Y6�1-t91 71 1 Fm ; (sZ) I-IW Phm.: (SOSJBIi-15b RORIOP:'�?v'.:• . _gyp'••. ••• 19 WH.1EA A IIWf S. PE ilaiM IX / u15] •�--� YE��—� TAP . 04TAI • SEE M=R SPECHICFIIONS ON SHEET 14 ♦SFE LNUAWNS OF USE FOR BIADE © ON ZF 28 1i HV BLADE OR C1) HV BLADE W—d& HV WINDOW BLADE WORKING IN UNISON "is FASIE1dl METAL S6PRY. M. A■�7■Sx LN Accordion Shutter Syster. V. WWE 1 W/ OR N D HY. WP✓DOW BI011E 6 H.V. M/DI Amrriean ShuNar Systems gvn 0awrnon 0A1E 0w.+1N e,: NL AaaooW on, Inc.wpo/1s — w/1071 4268 West Road. DE a pFNWiNG No West ftM Beach. FL 3310J Ph... (800)02-2204 . Fm (s61)z09- 80 15-079 MMMMMMM ��mmmmmmmommmmmmmmmmmmmmmm� ppawaawppawawawammmmmmmm. mmmmmmmmmmmmmmmmmmmmmmm©', mmmmmmmommmmmmmmmmmmmmmm rill" US �pppwaaaOwwwpppwwmmmmmmm© mmmmmmmmmmmmmmmmmmmmmmmm mmmmmmmmmmmmmmmommmommmm mmm �mmmmm©©pmmmmmmmmmmmmm wwpppwapwaapwpwammmmmmmm ex IS IS mex pmmmmmmmm mmmmmmm�Scl KUM mmmmmm0m mmmmmm0© �mm0EES wwwpppapppwwppaammmmmom© mmmmmmmwmmmom©mmmmmmmmmp mmmmmmwa mmmmm0m5d mmm0mmm0 mmmmmom©mmmmmm©m �mmmm©mww wpaawwwawwawwawwmmmmmomo mmmmomwwmmmmmm©ammm©mmaw mmmommpwmmmmmmmammmommaw �mmm©mwpwmmmmmomwmmmmmmmw awwaawapwwwpwwawmmmmo©oa mmovmmwpmmmoommwnmmmmmwp mmmmmvaammomomapmmmmomwa ®mvommwapmmmmmmaammmommpa , ppwawwapawwpaawommOm©mpw mt"m111 mmm©moawmmom©pwa mmmmmwp ==pmm000 III ppm o©mmaa �IIDm©mawwpmmmOmmwammmOmt�pw waaaawwppwwawpa0 mmommpwwmmommmwwmmmmmapa mmmmmaap mmmoaapwmmmmmmpwaommmmwa mmmawawammmm©mawmmt�mmmpa ' awwwaaawwwwaaawwmmommmww aomoposaammmmmmsapnm®©moao mmmpawwp mILT700mpa0 gi00m1TW100a mm©pppwamMmmmappmmmmmwwa ' wpaawaaaawappawpmmmmmaap glpmpawwamm®mma0ammmmaapp ��4IIapppO mmOmmaap admmmpaaa mmwawwawmmommwwwmoo®wawa ' paappwpw Mmaaaaww wapawwapmmmmaawa mf�lmmmppw m0mmwwaa a mawpapwmmmmmapwmmvmwwww mmawawwwmmmmwaawglmmmpwww mmwwawwmmm©wwwwom©mawwa 13EU w appwwpwwwamoomawww MOE® mmOmwwaaOOmaawaa mass=aap wwwwwmmmwwowwoomwaaaw wwaapwwwwwwaapwammwwwww mwaaawwaoomaaawwmmmwawaa mwaaaawwmmmwaaowmmmaaaaw awwwwaawmoe�wwwwwovmwwwaw ' wappaawppawpwwawmR7mwwwww mawwwwwwmmmaawaaommaa'Rnrrxa mppooaao ovmpoapp m moprulnr�I�[ PE TAfLTAYA .IE wRVO 0Ru T6TWOIDGY AL PoniS SONG -SET ei R TAP W/ ON, r7PPm+ .WL RIhEM 1. ANaIDrs ro s1m,RnTE stet eE As fntaWs: W m_ EA61MG PWRfD uwwE7c Dw. ra -: - 1/4 W TAPtdI WRH NNANCm eBffIOfOD1 TtCI - 1/4Y W 3/4' NL PWI15 A SLT ANCHORS. - 1/4.0 BNE w LTNICREIE ACHOS W/ CAP A V.B iiL (Ws ra-3W 8 SPEQLLIY =~. (" r. - 3 W U. NG (W re - ]. oG w NL POINTS SCIiTI. BOLT 8 SPFLW.tt WERCAN WINITH SISaN^ =OCATIW1. OTC. lw 0 DREOIOIn DID PONIRD ODNCRIM Of TAPCLW WRH "ANCf0 1gS/OfG1O1 TECDlMRLY AVCHdS AND TN'PfR+ ANCNOIS 6 1 3/r. AND FOR -lIE TAP W/ CAP ANapS s 1 1/2'. - A2) YN0R111 F168DNNf OF 1/sv : 3/4' NL POOR^ mt➢FSET ANCN016 SH01BE 7/3. ORO TIE PVRRD CIXICRIE NO F]®uFNf MO "IIICLO SILLLL BE Ff10L11FIl 1/4Y-411 St Wn@IE SaR1' IRFD SH41. � 1 1/2' ItlIC YNMIY SHWIR SRK'CO DSf. IHO ,• LmmRRI IM WNu IIIIX W SllkO. A3) IX CAY THU PFfTAST STONE PRELl51 WNQEIE PM6Li PAVaS IXt .WT VF1Rfl+ RE 1M0® ON ME DSING ,YNL tlt nOdt. ANbD(S SMALL RE NWb amwD1 ro RFACJI TIE YNN SRDCRdE EflaRl YID W4W1. FWLRS NUNOFI.GE 9W1 0E AS pSW.1TE0 [N XmEs AI) a Az) ARWE PIt PSDLATNV6 ox NTft � DR fWs vnI m WRHaR uEru s,Lw raNsuLT THs rNmvaN. rae RSfNINICe _MO F1f5 Rllll uETu STIi6 SFE sIRFT 28l (B) TO FDSND ALL ID XLT.W. - 1/4 W171H A @DO(: (•SRI t-W) . 1/1/4-1TPPCON AL 0 NNNM1TD 1KRIIWtlN TEf.W10lOf A'lnnlq A5 WYIIFACNRFO D RUMIX. -0 R 3/4• AL Fr8(IS SOIID-$T NOD(LS AS sRIT e71NFC BY POWIIS SaiEW, I E a SPE61nY COUPAXf. - 1/4b TAE TM WNLT2lE S M1 A V/ M AS LL4NFMMRD Rf nP R fASIRdf6 D IT WG 1/4b P OR AYCXORS AS LLWDF.WIURm BY PWMQS OED w OO M MID 0 W11" T O H! NL F9WI5 SfIEW. DOLT 8 SIVJNIY COUPANT W ANY OWRR APPRWFD NCfl6ro OR ANRIORQED VF2QfOR REGbTERID WRN THE AWFIOUN 9Nf1ER SRIflG ASSOaATIV1 WG NORM. uRdYUu FLBFDYFM Rn0 WNnmE cccC a RLLE TAP W/ W N1aDl6 MV TA + ANCHORS IS , ,/4. AND TM WIX AO.NK£R TW OmRa Tta1N%OLY ANCHOf& s 1•. fi n® E f Dau S�RICL�e 1/Sll~L B/P4f Iua% I/1 ,/ F 15 WlIWS .ROW 16fDD9M M I 11 ums UYalaim 1dRD�RI co E , MD 1• LUNW W MR WNLS V NO SRF4d B>) OI CASE THAT PRFLSf 51®E. PREOIST [CNCREE PANELS. PA OR ANY MENtD1 I6 ML*D ON TIE EWSRNC WNL OR iNXWL ANC SNAR. RE LONG alOUGH To ROCH TIE UNN SRNCRIRE BF]ND SAD WP11 nicaraL ANCNCM1ACE 3XNL OE AS P'OG1Ee ON ..NOrtS R.p a 63) ABO.£ iWt O6TulAlpi& WI W slac ON En M OR WIIIWT ,RTK SNOS 00S Ms oRARR. fqi 0aTNlAnox N10 65 V„N faux- SRDS sm SHEET 28l (C) ANCHC6 SHUL � RSfNIID fONAWNG ALL 6 THE PEWIORTRYeDo6 MID ST414MiTN1S OF ME /WlnDVS YNWnCNftR. N) 9¢ soEmnE 9mW fDR au 06UNL[ (ea) ,EnsssP7taD w7Arrnmw RAi rAIOIDRc MR ANCHOM' WtYRM Al1ODR SPNVGS IAE WIRI PoR EIX£ DSINY.Ei WOICARD ®OW. WR E a 1£SR s" n¢ Md"AFD. REDI= M'ODR SPN9lO BY uOtma mwain 91QM ON SOWME In THE WLLOWRG F/LfUs. Id>1).SD SRbMe �TNeO uID1G fICIVI SHu1 IMT M ISS T4N 10RNLI SPALNO RaMGIm MP fAW uIOAR TPE rAc1oR O CfANCE W/ RPmbOW ALL PORlf SOW SET BWE TAP p/ CAP _ ICH SPACO.'O uNNMDD T.D.Z0.71 4' ION SPACBD _ 3 1/2' Y01 SPICuO _ 3' 3 3/4' ,• Ol<1W2 ufIX YR fn-a 1/r TEBIOa(e m m-,1 fIMSflEN e uW En.s NA®RWPIE IWL rn.31/t ONi OUX ux En-t 1 Y 1L . 0.7e Lu 0.84 1.0 21/2' 1.0 - - ow iL 1• - - - "I - 13/4• * IL ECO,IIc. '+ TIWT UTRNG a ENGINEUING COMPANY ®J ILW. ]F6 A. 5..1m. Wm. M pIP04 MRM AI ITm• : INe7e11-13m ..fa.: (]m7en-1s31 OSLMB719 wamTI9 WN1FR A lIW1.V. P.E IT FlOim1 Lt / M161 A.S.S.A. American Shutter Systems . Association, Inca 42a West Rood erica Wen Palm Reach, VL W 07 Mone: (e00)432-2204 . Far. (Wl)209-83R0 2013 rASTENN u AL DRAWING No 15-079 n 000mo�m0000©ommm000©omm�''-a©'©'omommo EEimmmmmE�m Er�r�vvuvTrm onmvvv©FJ mmmnonon®®m®mmmvvvvvuvvov000©von �Evmmv000n m®m00000®®®®®mmovuvvuuvonvvonovn mmmn000Ev mmmmmmmn voE�voumEo vnnnonno m®m00000mmm®moomvvvofavuvnnnonnnu 'mmmnonno®mm000mmvvovuvmnnovnnnnn inmmnonon®mmmmmmovuuvvuvmonuvvvvu mmmuonoo®mmmmmmouuvvvvvunnnvonno �sa®mnoono®®mmnonovvvuvoonnnnovnoo mmmnonoo®momo(�©ovvvvvononnvo©ono mmmnononmmmmnnmovvovvvE�ononnnnoo mmmnnnnommmmno®©ovuuuvvonnonnnnn ®mmmnnnoo®mmnmmovvvvvummoE�vouvmmo, ®mmOnOOn mmOnntanG101F700fr7m0o OOnf7Omt0 mmmOnnnn ®mm�7f?�OTre7o 670000nm0 Onn00nm0 ca mmmnnnnn®mmnon©ovuvmm000nnouvonol nOO®®®TLODonOOOm000nnnOnnnnn, mmm000O0mm'MBR000000MoMi [MENEM on©0©D mmm OE7E70E7 ®mf�Om000000n10000 n0E700000 ommnnnoEvmmmfno©©ouuvvuuvouoonnnnn �ommonuoo®®ovmovovoovmvoonnoommoo m®m0000000m0©111OODOOmOm0000000m00 mmmn0000®®oomonvvvuuvvonnnonnvon ®mmmnnnoommmonmoovvE�n0000nnnnovoo m®0nonoonono©000vvuonmoonn0000no sn®mnonoornmr�n©0000vvv©ovo©nonooeo mmmnnnoo maram©m00000©EJo7o ©Evumm000 mmmonnoo®monv0000vuuvomoovnnnnom mmmnnnoomv®©n000nuoomoe000coo©©uo Eammnn000 monEsaEu000 ovvonooEv vEovmv000 mmmoonoo®monon0000non000nnoom000 RIEAmoonoo mmOm©moo000000©O OnOnnnno mmmnonool�momvoeoouonotaoovunnonoo mmm0E7E70o mmm�00ot70000m0v0 nnn0®0190 �mmmn0000mmo©©000vvoE�0000nn®mEovoo mmmon000moo©ovoovuv®uo©ovnoonnmm mmmn00000nov00000um©E�000noomonoo mmmnnotaommnoe000vv000000vnnn000e m L7nT0o©000DO®©DOOOnnmF9n0OO mmmnnOvO mmmnn000vom000000vnnn000vvoonoon MEN mmOm©n0o fr700tF7E7m00 ©Onnnn00 mmmnnovoovmn0000vvom0000nnnoEn000 non0000 �mmm00000mmvon0000uoo=101 mmm00000novo©Eataouvvvv000vnunnnon mmm00000 mvvota000 nh�l�mv000 non00000 mmmn0000mm000000v0000eoonnnoovoEv urnmmn000 ommla0000 nn©n0000 �mmmooEravo mmm00000mtanon000vvsl7v0000nnnnnuoo ommv0000non0000000©v0000nn®mvoov mmm00000nn0000vouE,�neovoovE�000000 E700mOmEivo00mm0000ti UE7©00000 WMEALM samm00000vvv00000uuuuom000vnnnMMM tnmm000000mn00000vmoov000nn000000 mmm00000 ram�9voTVEav ET�Tgwr�►r..Eaeoo ©oraoovee * IL ECOEEIa. TRLT TESTING k ENGINEERING COMPANY x �; 6l9 Na. >� R 4a. 1M M®N fiVdbO. :let0a 9 4 EEC PAw : (a6e)611-IS]0 . fm : (Y6M]I-tAt f �z w wax..wa ®-om6119 ' WIfA A 1WR i. P.E E Rums U9. / 44tm w EDDCYET SEE ANCHOR ON SHMT 24 ON SHEET 14 0 VN D ONLY FOR UP TO +70. -75 PSF &S.D. DESIGN PRESSURE - RATING k FOR SPANS PER SCHEDULE j4. SHEET 12 (1)' HV BLADE ONLY -A.S.S.A. Amerttan Shutter Systems Assoataliona Ina 4268 Went Ro a D&e Wo Palm a h. R 33 7 Phwe: (e0O)02-2204 . Pax (561)209-8WO EASIEfM HET& SUPPLY. ING. DRAWING No 15-079 (SEE MOUNTINGS ON SHEETS 18 & 19) , !Ei3 lJ B !Ei3 SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 MAXIMUM SPAN WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T (ft) M. N. 0 & R FLOOR MOUNTINGS M. N. 0 & R FLOOR MOUNTINGS M, N, 0 & R FLOOR MOUNTINGS W&X W&X W&X RTf.TM 1ES1R1161D ( NEEANE DtWr !Da ( . NEaTNE w u:D ( afahE Ot51cl 1lYD ASA www ecwI WN . MiAIAE De9w 16N (o IN 1/2, MIN. COX PLYWOOD WALL MOUNTINGS P & Q a. IaGtIA£ a=I � G zLiiwwwww c�iwww�s msssss masses �sesss �sesss c��sssss 1. AwaRs ro rw. Nnm m'sam Caro zwtlr sNN1. ¢ As roLuns -rqj. 1TOYIDED (1� HV BLADE OR d) HV BLADE W/ W/ t8a11UM PG&1rNTQ! AS BaT/aFD AY Y/Lll SSCIaN ON'SXFtlS 1B a 19. F){lS➢IION: g"IDA12`]."'P` DIE E21 q& HV WINDOW BLADE WORKING IN UNISON* 2 uc w/9SsCR ro N01W8 Cali SIWI. A8 PfA 110(INRIC 11PE D, SNfET 19 Na SNNL aO1H.T OP vs At PER NDs zalz s�rwlars & suUmaE s cetasT a T E wu Anm ♦ a SOti -SOMna PM N ] W/ G-OM (ND4 e�VDE 9F�ET -GouaAs M r/ c-om (KDs) PPE M W rni W/ D 0 -SPWIS PPE M STAIN W G ON ) -b1 1/Y fII! fLY/dIo (1988 MA) a canals sw>_ ee Dlseuun InIDNea � oP I1¢ REDOb@1DeMXi aroa`tma a TIE 1110FMn�lI' rPr FLORIDA BUILDING CODE Hi h Velocity Hurricane Zone 81 d : 0 015 EAS MVX SUPPLY, WC. ND• 44167 '• * A■S■S■A■ Accordion Shutter System IL E C O TMc. V. BLWE +I W OR W/O HY. YIVIU]N BVLE & H.Y. ®AGE * •• 'a ••. ' � • ••T.,�9NS�- ?1� American ShuHeT Systems Assoclallon. Inc. TILUT TESTING & ENGINEERING COMPANY �vl�w MP carenlml cal[ DPIie1 a Ica. 1 aD a -Iva W:PAs ouc wpo/m : GRAYNG No �90 0. F.: (.I )Vl-1 W ira: NIA-�i 420 West ftootle GFe STD...... rl NAV11 s :H-aooeltB Wen Palm Sea h. R JS40] Rwnc (800H32-R204 . Far. (581)209-6i80 15-079 MTER A TWr e. PE Maw Uc / .1e1 '4Pii IIr— P.E. S1CASfGnE/611E a SHEET 18- OF 28 (SEE MOUNTINGS ON SHEET 19) MAXIMUM SPAN (11) II B !E�; T.F=Z AT E SOUTHERN PINE No. 2 W MIN. G=0.55, D MIN. �G--D R W/ SPRUCE PINE FIR NORTH W/ MIN. G=0.43 SPRUCE PINE FIR SOUTH W/ MIN. G=0.36 B.O. WALL MOUNTINGS S$V B.O. WALL MOUNTINGS SRV MO. WALL MOUNTINGS S$V A50 NETAINE Ot9[N m w 1&GOM1E OEstai uma 30 F40 60 75 90 105 30 140 1 60 175 190 1105 30 40 60 75 90 105 S-0' OR LESS 12 12 12112 12 12 12 112 112 112 12 112 12 12 12 12 12 12 4'-0' 12 12 12112 12 12112 112 12. 12 12 12 12 12 12 12 12 12 5--0• 12 12 12112 12 12 12 12 12 12 12 1 12 12 12 12 12 11.5 10 12 12 12112 12 12 12 12 12 112 12 12 12 12 12 11.5 9.5 8 7'-0' 12 12 12112 12 12 112 IIZ 12 112 12 10 12 12 12 10 8 8 8'-0' 12 12 12112 12 12 12 12 12 12 1 0.5 9 12 12 11 B.5 7 7 9'-0' 12 12 12 12 12 104 12 12 12 111 9 8 12 12 9.5 7.5 6.5 6 10'-0' 12 12 12 12 1. 9.5 12 12 12 10 8 7 12 12 8.5 7 6 SS I V-0' 12 12 12 12 10 BS 12 12 1. 9 .5 6.5 12 12 8 6 5 5 12'-0' 12 12 12 1.5 9.5 8 12 12 0 8 7 6 12 11 7 e 5 4S 13'-0' 12 12 12 0. 8.5 7.5 12 12 9.5 7.5 6 5S 12 10 6.5 5 4.5 4 14'-0' 12 12 12 9.5 0 6 12 12 9 7 e 4.5 12 9.5 6 5 4 3.5 15'-0' 12 12 11 9 .5 5 12 12 8 6.5 S 3.5 1.5 BS 6 4.5 4 3 16'-0' 12 12 0 8.5 6.5 4 11.51 8 6 4.5 3 11 8 5.5 4 3 - 1) HV BLADE ONLY + NOTES ON ANCHORS REQUIREMEN' S• WOOD SUBSrttATES. 1. ANQORS m WALL, R00R OR 501BI WOOD mEFR 51NIL BE AS fOGUWG: - I/ro TM WIIN AWMiC1D 1WEAOPO(01 1VAROIGOY AMMOK AB 14NUPk'11RFD BY LT.W. NO0IX W/ uwvD 1MEI0FD PQ1ElW,1MM 0.S OIDCAIED AT F/CH 9L1Ia4 m sl E 18 k 19. Ei6E91110N SEE 1101E 2 8MJX. 2 AN>IORS m NaLOM CFARO 51MLL 9E AS PEA YWNIING 119E 14 SNEEf 19 m SNWL NiS6T OE AG SCREWS AS PER 1416 W12 SKMRGM0?M 1 mBSIPAIE 9W1 COHSdT OF THE falalONG ,1TIGIIGm1 PDff No. 2 W/ G- 9EBS7 -OODaAS BR W/ G-050. K+ ) -SPRUCE Pm: FIR NORM W/ G Q 01.DA.) -SPROCE PWE ER mum W/ C-0. (NAA) -19N. 1/2• CD2' RT11000 (1984 MN 4 /2tl21dfs 5lWl. BE QwmEO EONailtlD ALL OF 114E pEC010m0VgtS AFID SPa]E1GtIa6 OF 11M ANapRS YAVIGACROOR. N4067 Q* IL MCOiw�. ' 71LLR TESTING 3 ENGINEERING COMPANY �Q, EEI m1 xa Sm s. m. m x9u G1ps ru9N a1 \Q�.' i�: Ran : (]951971-1519 . Em : (45)9)h1S11 P.E. A.S.SmAm Amencan SlfattOE System Assoclatlon, Inc. 42" Wort Rood3 N West Po" 8eo1JI, R 33s07 PAons (800)432-2204 . For. (681)209-OWI) DRAWING No Q.1 _1 c14. COW- FUTE ON SNE£T 12)��� M cox RWOOU REO'D. 05 O 16. O.G um RMb. M FO SWDS W AOOOILWICE - S➢ AOVNiCfD xDGF ro � rtx sxFtT +D) 2's4' CONT. 5 PIAIE wwo. ifs t I I I .� WOOD M1E' I Nf0'0. 1'y - 1/4.0 TAPCOM WH AOVI 1Wff ImRwl IECHN0.DL ys p/ 1/2' Yin. PENIEIM110I T10FADED ARFA OY10'RW FTSIBIG MIN. Yx4 : (sr SWfARE oN 5}RT o is' O.C. I1.OL 1apb. R]'AOOD TO DE 4TAa1ED TO 1/2' 4OFx LbN pN1 fIM01 SRxK IN MNI (.plDl KYWCOD MD A0 IL ECOE.c. A.S.S.A. AS_ SA A v. 197DE i Amsrlran Shunter Systems /2aM P EN T TESTING & ENGINEERING COMPANY Asscctatton4 Inc. 1 Ly •LQQ .. 9Q�y,. K6 xas R M� ]� 1NGae4 GSONs. Hmn; (mMx1-19a cm: (565)H11-IMI - 4265 W®! Roads Drire x e S y4•�$,S`�(TNA�_141x e44 e-mee: ylyeatpMaam Fe-aroe . Walt P.M Bead, FL 55oai PNone: (e0D)4J2-2206 . Fax: (5G1)209-8DB0 P.E. 5FN%SIG{�FDA[/GSFE P ; IE ® 2015 FAStx#N MCDL WU Y, MG THA HV- 1 Shutter System H.V. W4mOW 0ME & nV. BADE wrz pWm e0. N1 W 03 — 04/10/15 DRAWING No 15-079 m sun 1» O.C. TppSjylGjppp / I18il/1• IEIMIIE m 91En 18) 3ltS. - O 6• O.C. I' 1 or © or I LUI Lam'"" I Ewsrna YY ra• ( I IIFMFA ISO�O YN S I GUSS 1I 1 ��ilm (SEE m1LL U OR m 12) to l yS I m� QS HV WALL HEADER INSTALLATION p1ata�`sps® I 1 9EEl 8 fort rfl f SIMIFA /SSa88LY. ' 2-Ya1NRNG SECRONS CMt RE CGIBYFD w w+r fur m sm urc wsriwArol. T HV CEILING INSTALLATION _I AOa9£ I I 1 Y111 smvun6x 1Eq�y�p fj �(5LE o�rtmG SOfrn a OWN SNfn 12) / y 1 I urownr — i i �fOal/1 M% W.WIEp IQiIO_lIX SaiwS O 12 o.c or®or© TNIISFS m RBfTER o 2C O.C. REQUIRED xlSnxc mart /�• Yea. twc t•ae1,/6• COXr. N . TUSE (5aai re Nrm7 w/ 1]1 S/18•a IM. SOikYS TO MR NWO cnfi r of 06 w m 5a OR 931 `411 �ZEtMm°Lg a"/ t�t//z r . o/tz/ --2 ' - •, ••••J— • • DVX IF E v Lie, uR�l o'umYrorli a x000 21e• N6A O 180wO1N OF YA00 1/8Y iMCat WIM eVIM'G4D Tvrfmw Ta>Q,xOGr 1/2• Yin. PFIE1RATroN m TNRGDEO NIFA w10 Y1J00 CS 6a1 u: aN S16Ef 16) (SFE SasaulE m s+in 17) DECK (S Suun1RE m sun 16) • — anra a usE ar Rum 10�msum29 (X HV WALK —OVER INSTALLATION QV HV WALL SILL INSTALLATION OW FLOOR INSTALLATION FLORIDA BUILDING CODE (High Val city Hurricane Zone ,,1f'i0. ra• n�rr tt V- ✓_ • A•: Pf ? �9/5 FlOR\Or IL ECO,N�. A■S■S■A■ Amoriean'ShuBer Systems AsaoefaHon. Ina 4268 Wast Roads Drive west Patrn 13.ti. fL J.1W1 Pw6e (600)a2-2zG.. ra : (56,)2os-e3eo O =5 rAsn3*( Y & suP y. wG. BERTHA HVrw Accordion Shutter System Y. a1DE t W/ OR W/o NY. wan NAVE § KV. R/OE }Illlf TESIINO k ENCINEEAING COMPANY s1' Rnaw : (ab)�t-t5W . rm : (Sw)B),-lSat e-�mx w.awadm. 6 aaum,e fiamn %' ulsi ¢rw 6aaatox wn 6RA,s11rr: Y1. t nn n-tcs . ov,a,fi 6ae 6.nam x OPAwlN "No 15-079 3 p 6 SHEEr 9 OF 28 e 214•� (K wMIL1p� F1SM o.a u maw a t »mue w sm Old, END INSTALLATIONS n HV & _ G HV♦ BLADES INTO 2"W MIN. WOOD STUDS. /�vw.,WnSPDownaw at.• Iwi..aao 1p]IN0.RY 11119em ST6 IRph 2W Nt Y0.O N..96 • 6 os mm Ro'o. t t/3' YR TWG•ff➢ ltlN NIO 51165 wl III 1/ MJI. f/Y 11L6I® _ • PtNpR.V.lI ro tT ap _ ��� awss Re[AO r ro snms oust oestmc aA¢ i rY�m i )R �ti2• m m j ACAS(4L IQI OR ®• END CONNECTION DETAIL® I/1 .r3 sAm.c w sa. n +,.• t tt OE mRa (per rmw t/2' a ooim w om m.w PLVE (loco[ t emms� sea tvus0)r® AS E U)OF I I END CONNECTION DETAIL QB omlxc t/4Y .oPCOx NIM �pwc. A.m SD 111ffNMQN trnwaacY m� na tgilA6D e/pEllaTw Itaa/T SLs Wn snos o n• na is aa� t/Y ma QOR e7 IL ECOFN,. * : TiLur TESTING & ENGINEERING COMPANY rjrW Im Aw. wu. st, m.. ay. vmmu oAwva, Norms a q9O. •�- Pw• : (sasNn-tm-...s". (ws�t-wt ML1Fe A 1WI L. P.E PE ' lE Ne011 G• 1 Kt� �L� VIEW Y PLAN A.S.S.A. Arnetlwn Shutter Systems Assoelatlon, Ine. 42138 Wes! Rood. Drive West P.M & —. R —1 M..: (800)4 2-2204 . F..: (581)2(H-8]80 END CONNECTION DETAIL • RMid ¢N Iw 9R5 vmavt txw :Yd ♦ SEENF GLADE �TONSNEfS 'EItinNN U17& SUPPLY. NC. V. MADE /1 W/ OR WIG RV. WNDOW RUDE & N.V. ®ARE PcrA. p�IeN nrz pawn er ut. t m u-es wp./t. Dive w/t./m DRAWING No 15-079 sEE CANN DEfAI SH NP. HEIGHT. 00 717 i TYPICAL a) HV BLADE SHUTTER_ ELEVATION N.T.S. mi H.D. LOCK SHALL BE USED FOR ANY SPANK AND INSIAI IAll AT HEA�DUTY SYMMETRICAL CENTERMATES, INSIDE OR'OUTS DEAND TANY LOCK, ATET'ACHED H.D. HEAVY DUTY SYMM DUSED ETRICAL CENTERMATES WITH (3) #8 z 3/8' LONG FLAT HEAD S.S. M.S. LOCKING RODS ® ARE NOT MANDATORY, i.e. THEY ARE COMPLETELY OPTIONAL 2. MANDATORY CONDITION / 2, LOCATION OF(3)H.D. LOCK SHALL BE AS INDICATED ON SHUTTER ELEVATION, i.e., FOR SPUTTER SPANS UP TO 105". H.D. LOCK MAY BE INSTALLED AT MID HEIGHT OF SHUTTER OR AT 12" OVE OR BELOW MID HEIGHT OF SHUTTER. FOR SHUTTER SPANS GREATER THAN 105'. (a H.D. LOCK SHALL BE INSTALLED AT MID HEIGHT OF SHUTTER. IL E—CO1Me. 'TVIn TESTING i ENGINEERING CDIIPANY am Na, san. sc, sr.. aca w®u aumoa nam, v tMn : (YG)BIh,S]0 . Rr: (]w)Bn'-tvt e�ev3 IHeaOatl.mn m-aaoana ' WNW w lalll Jr. P.E FlURa, Gu / ut6) I & 91PFLY, INC. A■S■S■A■ Accordion Shutter SystM Y. WIDE I W OR M/0 RY. NBDDN RUBE A KY. BUD American ShaNer Syslenu �.x. afsaPtlml orz vavx Awoelalloa, Ino. , an n-tw wgsna ure wno/t 420 Wart fWaea Daw1 a DRAWING No Wes! Palm eooG' m 3 7 3 ft.. (M)0.12-=4 . Fan (ml)2oe-aTeo a 15-079 m .,�,,, . ��. In i' I' s � nu��e AMA qll �zz70JO fior/�� © i. © Mai Z HD WALL, FJFA HD CEILING INMLLATION TS HD TRENCH INSTAUATION HD W�LK—OWR INSTALLATION ®E HD WALL SILL INSTALLATION -- - - TYDm.,pY DP gam, F© HD RAINGUARD INSTALLATION SXFEt 2, fDH ,1flGL 9UrtIQ1 lY • E D. - mGE D6TIH2 UNR1D SFC1hY6 GW DE fAM®NED (4E SPEpilfJ�ll(p6 ON 96EEf 26) © HD FLOOR INSTALLATION INSTALLATION DETAILS W/ O HV BLADE SCALE: (/N•=r TiL Ecol.,7 A.S.S.A. ATnSAwn $I,IfR�f Sy31STS aC : iillfl TESTING R ENGINEERING MPINY AssoclaHon. Ina W ' i( yPh/.� 4 ®x.Y. xY. st s. Sn, e.ma nnwe a, Pe PMw : (!05)871—ISJ• . : (xisla+l—,SJ, 4M West Roods Dms t A .,. Z ' s..�• y,�y� _ Wes[ Deoch, (JIG) ' m-000sl,P YK1FA A 1WR b. P.E ROPID. Ilc I M18> 2— Phane: (BOG)I3I—TiO4 . Fa.:: (SG1)Y09-8(80 - �gy ,� Accordion Shutter System V. SAX 11 W/ OR W/o N¢ WMW M s N¢ alma i 0.YJ4 143R1101 Ytl[ tlM11116Y: YL , atD tt-1.1 upv/is am a/to/ts DRAWING ND SEE END WALL CONNECTION DETAILS ON SHEET 24 yI� INSTALLATION rUT 9P IN '� 0 0 *SEE NO ES ON LOCKING RODS® 4 NOD WCKS ON SHEET 21 C2� HV BLADE _ ccT END WALL CONNECTION_ .®�•I - QUADS ON SHEET 24 I------------------------ z ran/sw-r I 1 (BOv-1a MIDYi xuY 4 (GPRGNW NttiE M/ I21 1/1'I I YIN. SFPRRhIIGN (OP14]!YL) 1NCGN NllbR5 ro /u . s/a• sxs o 1r TDG s (4) H.V. G%1s 1 s>rs. Q6 (sic �GDUIE PINS I N (4) H.V. 3 ro Tug Kr rsa� 1. I ON seEr zs) .., PINS p®P1©+OQI CFJOSIWG GIAS, IN T VO C5 1,.,1_�.�.._, P.E (�';Z HVB—HDB -OUT SYMMETRICAL HD CENTERMATES w,-TN / Ft dla 1 QCK /EYTFRIOR) IL ECO/.c. TALK TESTING 3 ENGINEERING COMPANY s Na Tee. O) I I anoew: (M)8 Rmm1 v (Tv)BT1-1vo . Tm : (sos)an-1v1 a000G 1e MIllFR A T b. P£ J nOpM Ilc MIBT E— D A.S.S.A. American Shutter Systems Association. Inc. QW We Roofs Od. Wes! PaM 9exh. EL OO/Or PNe�e: (eGO)I -zzos . rm: (561)2Ge- M HVC—HDC METAL OR W/O aY. s DRAWING No 15-079 - -- -- - POURS) CONCRIm OR OR CONRll) CONCRETE OR CONCR MRm CONCRETE _ OR CONCRETE COHCREIE OR CONCRCE CONCRCE Bl WALL REGIIIRFD BLOCK WNLREWIRm BLOCK WALL REOUM BLOC( WALL REOUBm �EWSTx6 Gt.VS COSTING GWSS 2. YIR EfISIWG CIAO m m MIN. SEPARAnw+ I/,8•.3• YAX. NUL SFPARAnON IRK SF(RARAIKW ro GIA4 i YRi. SEPPRAIMN TO GIASS (sErosa�®ulc (606}ro) Cow. CL (SEESCHmUIE % u sx j ,/z• \ (O sN uj �(l mTE ON SHEET 2h) t.Am Am IMa \ ON SHEC 25) 1 1 A" DM<3? SCE �0) I •USE ,• OR 2• YAL �,..,/z• S.Y. I ----- (AS APPUCABLE): '.1/814'-2' I ----- OI,6/O: IV O.C. _____ \ NUNNUY CUP ONCIE (61�1-T8 MID1� AT NI M TO TO (2),/4Y TAPCW5 ANCHORS ro rj SEE DCWL X N SIDE C10 AT ® ERNFA WALL rvOE we) SEC sEE OCON x ON smE conxmnox ro1PK15 ro rRALICi TRAO UEEE DEtt1L x ¢ 6 OIN1OoR®+®GR SmE 6+O]ONOOR®+®oR OON ON 6' +OPR 6+OoN®oR®.®GR roiR/LYS END CONNECTION DETAIL® END CONNECTION DETAIL 10 END CONNECTION DETAIL 2Q END CONNECTION DETAIL03 ♦;5T D aAY M SPANS cieOxat TNAN ,z'-v MONNEWAM trt O.C. -109 �®GRa•��, END CONNECTION DETAIL 5Q PLAN VIEWY DETAIL X END INSTALLATION (2) HV BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. IL ECOr.e. >. nWf TESTING d bIGINEERUIC COMPANY nae x� aee. A a. am wmu RAWxA'S 1-,. v fMna : (3WM11-ISID . Fe : (]�)tnl-ISJI a- 1: 4TacOveLmn ® OUI M/1IFA A ILYT .b. P£ EILflaA lE / H161 A.S.S.A. Amerlean Shutter Systems Amoelatton, Inc. 42W Wm ROREB W. W.d Pd. Beach, R s l Phaaa: (Boo)I 2-22O4 .. F.. (W)2W-.W 0 ter System RME d NV. MME DRAWING No 15-079 MAXIMUM SHUTTER SPAN 'L+' OR 'L-' (ft.) IK INSTALLATIONS W/ -S "--- 31 ,OR 3�' ,^I W/ ONE HD 4 L K & NO LOCKING DS Q I101YY M (+1v'AOv l FwREO CONCRETE WST IXINS ALL NWMING CONDIODNS U (E) OR 15-5 35 14'-10' 18'-w 40 14'-4' 17'-10' NB 13'-11' 17'-C 50 13'-6' IT-41• 55 Is 16'-10' 50 12'-Il'. 16-27 12'a' 15-8 70 12'-8' 14-11 75 12'-3' 80 12'-O' 14-O 85 11'-10' 13-7 90 I %'-B' 13'-2' 95 ll'a' 12'-10' 100 lw' Ir-6' 105 10'-0' 12'-2' 110 9'a' 11'-11' 115 120 s-9• 11,_5• 125 -2• 130 - 101-11, In 10'-9• 140 10'a' M lw-4' 150 10'-2' 155 10'-0' IN 9'-1D' 185 170 - 9'-0' 175 - 91-5' 80 - 9'-4• 85 - 9'-2- 11b 195 s-9' * NOTES: (1) L+: W M AFLOWlJOE SPAN FORA GIVEN POSRNE ASA DESIGN PRESSURE M06NG.. L-: MAX N WOBlE SPAN FOR A GIVEN NECATNE &S.D. DESGN PRESSURE Rul u2W� OR � � G. IWNOIU. S- FOR wAu GIVEN A POSIINE &S.D. DESIGN PRESSURE RAMC, OETEfMaNE MAOMUM SPAN '1.+- FROM SCHEDUM GW A A NEGATIVE, AS.M DESIGN PRESSURE RATING DETERMINE MMMUM SPAN 'L--' FROM SCIEDLIM N MANIMw A OVVA9lE SPAN 6 MUM. TD THE ZBTONMM OENRMINEO SPAN BEIWE04 w AND -L (3)'PROCEOUI✓E TO DERRMME W M SPAN MR COMINATIONS IN BEM'ETN WELL W/ FLOOR/CEILING MW GS: FOR A GIVEN POSITIVE ASX. DESIGN PRESSURE EATING: DETIO LINE. U+- MM SPAN FOR WALL MOwRNG O STAMAW)US L1+- MAIL SPAN MR FLOOR/CFIlRNC MOUNDING OISTALIATroNS. FOR A GNFT1 NEGATIVE AS.D. DESIGN PRESSURE RARNG DETERMINE L,-a MAX SPAN FOR WALL MQINIOIG DbMA IIDNS 1,- MAX SPAN FOR. FLOOR/CERAIG MOUMING MST QIONS. IW& MAIONUM ALLOWA&E SPNN M EDUAL TO THE M0101UM BETWEEN 'L,+', Ya+', 'L,= AND l -' (4) GO TO AMONOR SCHEDULE WNW V1NAL UNOWUM ALIOWAfiIE SP/J1 ANO xAwuw &S.O. DESIGFI PRESSURE M1WG TO DLTFAMINE uA1DNUM ANCHOR SPACING, (2) HV BLADE kT IL EC01NC. C : TILUT TESTING & ENGINEERING COMPANY ' am Ma xe. s< M...vi WFjeF 6vEL(i nDval a Fl,v„ : DOS)�1-I550 .Fa : (Y5)�t-till - rmot N1,¢Oodmn m Oorone Wh1FN A IB N. P .E MUM Uc. Nth] 1 _ ♦ cre nAOON rn Att RFTMIRNMFTIIS- MIATNUM AT ALL EL VA GV55 FOR SHURFRS INSTAl1EO AT ALL EIEVARONS OF BI11LfXNC 6 3'. INSIA MON LEGEND 618YlRVE MMR,AS cPauDOU 2T✓ET6 9BET m WALL MOUNTING AA & EE FLOOR/CEILING NOUNIING BR, CC, DD, FF & GG A.S.S.A. American Shutter Systems AwaclEtlon, Inc. 420 Wat Rm Driw West PoM B h. FL 33407 PAone: (B00)432-2204 . Fm: (561)209-6380 DRAWING No 15-079 m„•,,, Iw:FTns MAXIMUM ANCHOR* SPACING Ob.) SCHEDULE FOR A GNEN' ANotas MAX. CHMER SPAN. MAXIMUM A.S.D. DESIGN PRESSURE 1 ,1 TAPCf4! MOUNTING TYPE •, TMP, I RATING AND A CORRESPONDING FOR CONCRETE INSTALLATIONS' POURED CONCRETE MAXIMUM ALL MOUNDNGS AA THRU CG (SHEET 22) SPAN (ft) USE MAXIMUM VALUES BETWEEN POSnVE AND NEGATIVE A.S.D. DESIGN LOADS 50 OR LESS >50 TO 90 >90 TO 120 >120 TO 160>160 TO 195 8• 4 1/2' 3 1/2' - - 8._9. OR LESS .12' e• 6' 4' 3 3/4' >8'-9' 6' 3 1/2' 3' UP TO 12'-1 10' 6' 4' 4'. - UP TO 18,-0 7 1/2' 5 1/2' IV - - -SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE ' SUBSTRATE (A) ANCHORS TO WALL SNML BE AS FOLLOWS: A1) TO EXISTING POURED CoNCREM (Mn. rc, 3192 DN)- - - 1/4.0 AS MAI BY-LT.W. BUIIOFX, • MNIMUM EMDEOMEN'INTO TDURED CONCRETE OF TAPCON 5 1 3/4•. A2) TO QOSDNG POURED CgJC - (Min. rc - 2699 PN) - 5/16.0 TAPCON n ANCHORS, AS MANUFACTURE) BY I.T.W. BUhDIX. MINIMUM EUOMME INTO POURED CONCRETE OF 5/16• TAPCON XL ANCHORS IS 2 1/4. A3) IN CASE THAT PRECAST STONE. NSCAST CONCRETE. PANELS, PAVERS OR W VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FNISHES, ANCHORAGE SINLL BE AS INDICATED ON NOTE A1) AB01£ FOR INSTALLATIONS ON WNYL SONG OR DFS CONSULT THIS ENGINEER. (0) ANCHORS SHNL BE INSTALLS➢ FDLLDWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (C) SEE BELOW FOR MINIMUM REQUIRED EDGE DISTANCE FOR ANCHORS. WNIMLM REQUIRED EDGE OISTANCf FOR ANCHORS MAXNNUN MUCHOR SPACINGS ARE VALID FOR 3• ENE DISTANCE FOR 1/4'0 TAPCON AND 3 5/B• EDGE DISTANCE FOR 5/16.0 TA+CON XL NOTE'. VALID ONLY FOR UP TO 10'-0• SPAJ n HV BLADE : ONLY AAAAi,A FLORIDA BUILDING CODE (High Velocity Hurricane. Zone �/�� ® =15 EASTERN METAL SUPPLY, NC. /j�' 1,ay�P�.••^�E��• �� � BERTHA HVTM a J f` • Y p^ C C Accordion Shutter System INC. A. V. V .Am V BUDE 1 W OR W/O RK WBd101' BADE 6 KV. WADE �IWT TPSBNG 3 ENGINEERING C01@ANY �o11Mn ShWhr Inc. Sy9tems Eaves 000ePnmN wT mesa: 9r. u,, ts+man NO Rr PA .vt As um;Iallona 1 0l0 11-10 01/P,"s NTe N/Z" / Pnmo: (aos)mt-taTD . Fm : (aN7m1-teat 4268. Wan Rol d 2 DRAWING No °. DRR).p44 maa m mmm We t Pahn Basch. R 3T40T a m aooaFl9 ft. (800)a -2204 . Fa.: (561)209-aTeD 15-079 � A Tastr �`' s SHEET RE P. SFA/S v . F1NaIY tm.,/ "Im a _ _ ET 26 1 -___________r_________T_____________T ____eu0625' .18. - ,_ ___ .0625 tram• iOA� �' DCTMOR .0625 En¢ j 1A SECTION XI" / Nv WiN00W BIdDE SCALE: i' = 1' / \I POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE PFY ON SHEET 28). POLYCARBONATE SOURCES FOR PPP remc 1D5YLT ]YPIGL PROPERfl6 SfP19HB0 us wce[ ucuetou am Yoe tm �' L SPEgpC CPAWIY ASIY 0792 e.0A3 Ibt. ' O.OAI Ibt.* u[YNeu; el. WNSDE YIEID SRd]1GM AWN 0838 PAW pat 9,500 Pal. f1FXUPAI SDffNGIN AT ,IDL P51Y DM 12,500 Pai. 13,100 pal. F(FINRPI. YOODLW AS01 D790 3a0.000 Ps . S S.= lfflC NOTCHID QW A8M D256 18 R-Ibt. 17 FI-0%n G1AF mural' DFNSIIY AfiM D2813 S 7< W:( PALE OF WRWIW MM ASDI 0833 C-1 0.A55 C-1 C-1 C-1 CUSS SEX g N ASfY 01e20 100 -F 580 T �M AVM G155 TENSILE 6TOEMGDI A:tETI NFAIHntlNG ASIY 838 002 Pai. 8810 Pal TG WIE S1R6S B m WEATHERING A5tN 838 MI P...L SOSO Pai TYPICAL HV WINDOW BLADE (f& AND POLYCARBONATE HV WINDOW DETAIL IL ECO�Ne. t lllllf TESTING a ENGINEERING COXPANY Yvf xW. aax a Y. am, waaA Mv11v Rwe : (J05)811-154 . Fm : (J05)W1-1w-1A1 aaa elYemaY.O.a `- tW-Pbbe]ta P£ a1P�A Dc. � N1 W A.S.S.A. Accordion Shutter Systet V. &ApE 1 W/ OR W/0 H.V. WINDOW BUM s HV. BIPDI Amerlccn S I lar Syaiams Ma 06OePIpN DATE DPAWN W tLL Assoc at, Inc. t I w it's*uryP/ta PA1e n/to/t 420 Wed RPoOs Ddr 2 pRAWINC No Wed Palm Be . R .7 PNPne: (6W)AT2-22Da . Fea: (SSI)2W—GM0 caa -n t? w/ DN Ae W/O IgiE 1 PWIE) AawNm 2e v IL ECOi„,. TIWT TESTING 3 ENGINEERING cONPANY C i am nw. 3eu. el. GN 3m. eIWaW. GNmBG, .. m PAP:W : (3O3)8i1-15]0 . Fax: (105)VI-191 a-maR Uftx tl.¢m ®be0O1P MIFR A IWD 41. P£ _ MPlim Ila. / 4I" 0 OF USE FOR BERM 11i/1V 01 ACCORDION 2W.EEn A'SIPM WORKING IN uNWH WIRI Iry inval l DA I. NNL A OB4H PRIM1F8 RWYc N10. - 110 w, 1 UAL Sol SPIN: Be. 3 AUAEO YWHIING4: .1, 0. G R N W SIDES & T. AS NEL. AS WIM14F5 Y. 0, T.SIUM/�lhlyElWI®(VINL9R1:1'+ 18 h tB. M ALLONWD RIVesWYVST OR .11RCARE., BE o1GLCED OM1V AT EXTERIORRACCLM1S WE W n (N MI NMOON O : @9 ONLY.VIAV A LLOOAIY W 9 OPwIWS (3'1 HEIM FOR ® NW OME AT OWLMS S110AI OR O EET V. (0) W OFAGNCE EWW IW OR B]Ildl ME OF W WUCM ONE OP AxY n NOP Poll ®BNNL a Ir. (R LW Ill O]ICHO Out VXW SURIFRB AT flee WY BE W (D) Nr wer- El—@ i— BE UOD ALtflUNTE W A we IN 11— fO INFA[AIM SMWRA$ (E) C 1 N f100R SDE (KA 116INIID IOW91f TO A W1ID NY (F) (gINYAD x w WW WN I� OWL O: R4ENIPO m II(Aj TAB FN£ 1HE MFImR OF 1N: OPOtlIO � PWOIFLTFD. PN WOODM = BE O WY pbTNLL AND IR](m OaeG A NA OTOO 100L P w AS\ eG n O NEAR SPKYNG YItDI11E OW VSNLAIKAS eN WOW. FIRM sJMxae W B Ia. AS IMWD w vM w AS DE90! WID (SFE NOES 1 A: 2 MUM. T. SEE MIIQR VACM F HURFLE FOR INSTNLOION$ ON PoUOD CONDR:IIE W WNOEfE DOCK WNL ON SKEIB 13 a 14 AB LADED V SPA! AND A . DESIGN IOID (SI E Nl 1 ! 2 ABOVE). n 1aAYUY sEPrx3lax ro dwss s3mee snRDm SPIA uW W W OPAIGIeN ro aNs A.S.S.A. Amerkan Shutter Systems Association, Inc, 4268 Went Roads Drive Went Palm EaaaR. FL 33/07 POWs: (=)4S2—=04 . Fax: (881)209-8380 Accordion Shutter DRAWING No 3 ream rrE IS 0.E 1 (a GENERAL I IM, QNS AND CONDITIONS' OF USE FOR BERTHA, (IF) HV BLADE ACCORDION SHUTTER SYSTEM jNff&lMON TD-MEr& STUD WN-0 1. MAX. A.S.D.DESiGN PRESSURE RATING: +75, - 75 p...f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED moumnNG: @ ON THIS smu. 4. ONLY ( MATE qW/,e W LOCK ARE ALLOWED WTfHor ARR 21 AR GED A METRICAL LAYOUT. USE 0 (2)( (Z)rC 35 (6. (6- LONG, MINIMUM) MUSr ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DErA]L_HVF IS VALID FOR 71 1/2- 2 CENTERMATE @ APPLICAII 436 low i- 06' O.C. wALL HEAOER/sim IN AST UAT ION AT. IV T,A F -Z JL--1 f -A- 1/2- (6- Mn.) MATES -1 2.OW M. .� I Wa NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SW BOON TO GLASS SCHELL r WIND ZONE M AST Igoe S=TM TO GLASS 1 THRU 3 11r MAIL S %\ 3. 406 "Til T -c -6, M. ASA wSw American Shutter SystemsTILLIT MSTING & ENGINEERING COMPANY - Awoclaflon. Inc. JV . "...l YI FF. : (M)871-1=. F. z OM)871-lMl 420 W� �da V� -.1. •�mm: p FOLO W&W Ic Wd P.I. �.h, M. 3�. Phwe: (=)�2-22�. F�: (561)20?-eT80 P.E.MUMXO��AM -4(jDMNC01 , 14. C44�0 1/4"0-20X3" BOLT MUST PENETRATE I' 373' 050• 1/4-0-20 THREADS WMCOHMCMH R—LOK HO COMPONENTS <1 {2) --rAT NV WADRVA EK1 [ VIEW I SIDE CONNECTION TO TRACK LDING CODE (High Velocity Hurricane Zone) 0 2016 FASTT6N METAL SUPPLY, INC. BERTHA HVTm Accordion Shutter System IV. MADE 11 Wl OR W/O IM WH= MOE & RV. RARE 0 .DRAWING N. 15 —079