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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online RENEW,.w.... u r '•r e . W1 BQS H..c I Lag 1n I User Registration I Hot Toplks Submit Surcharge Stats & Facts Publlcations I Ccntact Us I BQS Site Map I Links Search dbd6 ^` Product Approval r . pp g USER: Public User Lua'a'a�igsm PmEUQ Approval Menu > Product or Application Search > application List> Application Detail ' RECEIVED FL # FL389-R9 Application Type Revision AUG 0 2 2019 Code Version 2017 Application Status Approved Sf. Lucie County, Permitting Comments Archived O a O Product Manufacturer American Shutter Systems Association, Inc. LLI Z U Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 U� bfeeley@eastemmetal.com 6 +-I Authorized Signature Bill Feeley CO Irodrlguez@easternmetal.com Technical Representative REVIEWED FOR Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative ST. LUCIE COUNTY Address/Phone/Email BOCC Category Shutters V VV Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. File Cope Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. S6 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17- 107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (1).PDF FL389 R9 COT AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By . https://Floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 113 4/4/2019 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-11" for 62 psf, 9'-11" for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79" for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.2 Bertha HV Accordion Shutter -Blade 1 I Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drwg 17-107 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVS blade, 8'-0" for +64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. Installation Instructions FL389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes 389.3 Bertha HV Accordion Shutter- I Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drwg 17-106 1 and bottom) for storm protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. 16'-0'span at 30 p.s.f ASD load for Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Lggydght 2007-2013 State of Florida.:: Privacy statement :: Accessibility Statement :: Refund statemen Under Floritla law, email addresses are public records. If you do not want 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant W 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 emails provided may be used for official communication with the licensee. However email addresses are public recard. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.s., please click here . Product Approval Accepts: hftps://floddabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8a/p3d 213 1. BERTHA H.V. ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT W&UMON DOCUMENT ((P.4DI) HAS BEEN VERIFIED FOR COMPUMM N ACCOROMCE WITH THE. 2017'(8N EDITION) OF ME FLeRSCA WIVINNO COVE THIS XMRDON'SHUNEN SYSTEM, SHML. HOT BE NSWIFD AT HIGH VELC�9 HURRICANE ZONES, DESXW WHO (DADS SHAL BE DETERMINED AB PEA 6E000N 1620 OF ME MME MEMIONED CODE, FOR A BASS MND SPEED REOUIRED BY THE.JURNOCTION WHERE SNIITTfR W1I1 BE INSTALS) WIN A' SOEC11ONµ1Y FACTOR Ke^0.B5. MESA Ma1-10 AND SNALLL. NOT EASED ME MAXIMUM (k&o.) SESGN PRESSURE RAMOS INDICATED ON SHEETS 11 THRU 15. 19 A 20. IN ORDER TO VERIFY ME MOPE COHODEN, ULTIMATE DEMON WIND LOADS DETERMINED PER MCE 7-10 SHALL Be FlRST REDUCED TO ASD: ,,N WIND. UMes SY MULTIPLYNG MEN BY 0.6 W ORDERTO COIAPME THESE W/ MAA, (AS.0) DESIGN PRESSURE RAPIDS INDICATES ON. SHEETS 11 THRU 15, 19 A 20. N ORDER TO YISUN TW,T COMPONENTS AN ANCHORS ON NIS P.E.D.; M TESTED, WERE NOT EVER STRESSED. A M S INCREASE IN ALLOWABLE MOST FOR WIND LOADS WAS bw USED IN MEET MkWS, HOWEVER, A WND DURATION FACTOR CW1.60 WAS USES FOR vp611CARON OF FASTENERS N WOOD. BERNIA M.V. ACCORDION SHUTTER SYSIW'S ADEQUACY MR WIND MO'LMGE MISSILE IMPACT TDAD AIM BEEN Y,, IE� W A,,ORMCE MM SECTION IHK)9.1.2 OF ME MOVE MENTIONED CODE M PER An REPORTS: -HV NUDE (D 10214.01-03. 10715.01-03, 11004.01-05, /1214A1-05, 10317.02 -08, 11 AND 00210.01-11 AS PER TM-201. TM-202 MO TM-203 PROTOCOLS AND. MINT E-IN, MO E-1996 STANDARDS (MISSIM LEVEL D, WIND 20NES 1. 2 A 3) A 11220,OI-t0. A5 PER TM 201. 303:4 203 PROTOCOLS LMCE MISSILE. -HV WMCOW RUDE ® 10505.01-08 AS PER MTIA E-106 AND E-I996 (MI LEVEL D, MND ZONES 1, 2, O) BASIC PROTECTION ONLY AND 1 0725,01-89 AS PER TAS 2W PROTOCOL 2 FN EIAOE(3) MO IN WINOOIY BIACE ® ARE ENGNEERED TO WORK W UNISON WITH EACH OTHER MET ME GONERµ UMRATIONS M0 CONDITIONS OF USE'WOKATED ON SHEET 19 1 BERTHA H.V. ACCORDION DNS (HV. SCREWS). USED AT BUSES KNUCKLE µ0 FOR DIRECT MOUTH CONNECTION TO TRACKS SHAH BE 114Y2.73' MO 014.1.75' RESPECTIVELY, 410-M MINIMUM STATILE56 STEEL SCREWS MN 135.0 KTI MEIO STRENGTH AID 100 kaii TENSLE' SMENOTH. PNS WU BE COATED M,BERTHA HV DACROSNIElO GOAMO $,MMA AS UM FACIURD, BY APPRSERIES OVED COATING AP MCARY S. REGISTERED WIN! µERICAN SHI7TIET1 SYSTEMS M,,,DON, PINS MUST BEAR ME W MARKING ON NOR HEAD, 4. ALL µUMNVM EKMUSWNS SHALL BE AIMMNVLI ASSOCIATION µLOT µD TEMPER AS 6ND"M ON SHEETS 2 MD 1 MINIMUM WELD STRENGTH FOR 6063-TES ALLOY IS 30.0 Mail AND 35.7 Mal FOR 6005-T5 JUI & All SCREWS TO BE STNNIFSS'STEEL 304 OR 316 NM SERIES OR CORRUSKN RESSTAM COMES. ,,N ,mL M-PER DN SOMe WAN 50 MFI YIN. WELD STIIENGDI AND 96 1,0 MIN. TENSILE STRENOM. M0 SIAL COMPLY W/ FLORIDA OUILIANG DUDE SECTION 2411.3,3.4. 6. fiOLTS TO BE ATIM A-= GALVMIZW STEEL, OR AM 304 OR 310 SEATS STAINLESS STEEL M H 33 kM MINIMUM WEAR STAM M. 7. SEE THE FOLLOMHG MUCTS MR.. MEHOR SPECIFICATION& HYBLAME (D: 12;13.14,15 AND 20 HIV BVDE O A m MANS N UNISON' 12. 13 A 15 & MIS BERIW. NV. ACCORDION SHUTTER SYSTEM BFµS A U.S. PATENT 11079.582. COMPONENTS OF THIS µPROMµ ME DOYCHEO, N OR WHOLE IN PAR, BY US: PATENT 1545ISMS S TO EASTERN YETµ SUPPLY; NC. 9. R SI SILL SE THE RESPONSIBILITY OF ME CONTRACTOR TO L'TRIFY ME SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER µCHORA4 CONTRATOR TO SEAL/CµLK ALL SHUTTER COMPONENT EDGES WHICH REMVN. MRU FAST TARO IN COMINUOUS CONTACT WIN ME. MA INS -TO PRfl2Nf NNO/RAN IMRISDN, f0. FAOF UNIT MUST BEM MOMMEM LABEL IN.A WSIBLE PII64 WIN WMHING NOTE OSNG PERIM OF HURRICANE WMN114M HOME CMER, FERMI OR OMER& MUST PROPENLY =K ALL NV MO NO CENIERAUIES MD FNOISU: OR LOCK AL HV Mp ND LOC45, I1. SHUTTER MµUFACTURER'S LIBEL $FULL BE LOCATED. ON A READILY µSABLE LOCATION AT ACCORDION SHUTTER N ACCOItMCE WIN SECTION 1709.9.3 OF nORDII BIALDING.CODE. ONE LMEL SHALL BE PLACED MR EVERY OPENING. IAMSMO TO. COMPLY'WIM SECTION 17010.2 OF ME FLORIDA BUIMNG CODE 12. SIENNA H.V. ACCORDION SHUTTER SYSTEMS NSTAUTION SHA IL COMPLY MSPECS NDICATEO'IN THIS DRAWING PLUS MY WILONO MD ZONING REGULATIONS PROVIDES BY ME JURISDIC110N WHERE PERMIT IB APPLIED 70. 13. (a) THIS P.EO. MU PURED BY NO OHMNEER IS GEVI MD GOES NOT PROMISE NFORMATION FOR A SITE SPECIFIC PROTECT; I.C. WHERE ME SITE CONDITIONS OEYIATE FROM THE P.SO. (a) CONTRACTOR TO ESE PH SPONSIOLE. FOR THE SELECTION. PURCHASE MO INSTALLATION INCLVWNO LIFE SNEIY OF MIS PRODUCT. IMSM ON THIS P.ED., PRONOE) HE/ME WE5 NOT OMAIE FROM ME CONDITIONS OETALEO ON. THIS DOCUMENT. CONSTRUCTION. SMETY AT SIZE IS ME CONTRACTOR'S AMUM JMB Lrn. ((C)) THIS P.E.D WILL BE CONMOERED IWALD IF KILNED eY AM MEWS, SPE AO CTS MI RPSIn, LEE OR MEEPPROPER USEBOF ME P.EDARED .ENONEERRIDA OF RECISTERED M INNS n AAINNI DDEIEGATESSCFNCNEER TO MBECOME t1X E IMNMR SSHUA SueNR 10 OA MR THE TH2 UTTER MEERSR SPECIInAND , Wll FOR RENEW. (C) ORCBGIL P-LO. SHALL BOND THE SITE MD ORIGINµ SEA. AND SCMMURE OF ME PROFESBIOM ENGINEER OF RECORD THAT PREPARED IT. W017 TRTECG, M C/� �� ETIr'07INc. 2 TILLIf TESTING &ENGINEERING COMPANY TABLE OF CONTENTS GENERAL NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL. WHOM BLADE A WINDOW DETAIL AREA. 2: IN BLADE n AND HV WINDOW FIT AO (1A (WHERE APPI ).AR F) TYPICAL SHUTTER ELEVATION A NOTES ON LOCKS SHEET 5 INVAUADON DUMB A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/ELOCK SHEET 7 CENIEAMATE DETAILS HV SHEET B CENfERMATE µTERMnNG DUALS hV SKEET 9 END CONNECTION DETAILS I-e, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET It MINOR SCHEDULE- CONCRETE A BLOCK SHEET 12 ANCHOR SCHEDUIE- CONCRETE A BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION DETAILS M-R, Weeo SHEET IS WSTALLATION OHMS S-X, WOW SHEET 17 END CONNECTION DETAILS 7-12A X: WOOD AREA 3: HV WINDOW RIAnE & SHEET 1B ONLY TYPICAL SHUTTER ELEVATION. SHEET 19 AREA 4- HV WINDOW RIAnE n ON NSTµLATION DETAILS. METAL STUD WALLS Y SHEET 20 THIS DRAWING SHALL ONLY I USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA AoSmS.A. American Shunter Systems AssoclaflOn, Inc. 4268 Westmods Drive West Palm Beach, FL 33407 HV. RAGE 17— u6 USE OF BLAQE4�'ON SHEET 19 0 1.91 T• q 003- 093' r D• • - mo L686• 11 HV IIN HEADa O FlEQ FOR USE W/ HV BLADE t ONLY, SEE SECTIONS FOR VALID 6063-76 ALLOY AND TEMPER 'L %4NY 4111 P 1' 06Y SIDE. ANGIcc QUALIFIED FOR U5E tY/ HV a 14 3OHV UNIVERcAL FLOATEa. QUALIFIED FOR USE W/ HV BLADE I 6005-T5 ALLOY AND TEMPER HV HEAD/ER/SII Ia QtMUJflE 60 ORTUSE Y AND GLADE(i�ONE .ALUMINUM ANGLES OUALIFIED FO$ USE W/ HV BLADE CU ONLY. 6063-T6 ALLOY AND TEMPER ®HV DIRECT A 4, OUALFlEO FOR It Y/THV 6063- BLADE t \ T6 ALLOY A TEMPER, t1HV WALK —OVER TRACK QUALIFIED FOR USE W HV 6063-76 ALLOY EAf1AO] TEMPER COMMNEM A B T1 T2 x• 6- MAIL. 1/W 1/e- 2' 5' MAW 0.192• 0.192' 19 2.Y T- MA%. 0.190- .0.190' �i 2' 5• MM. ,139 0.131• We" XTEW, WE, TILUT TESTING k ENGINEERING COMPANY 1315 u.e. 1E SL, 3. 301. M'4 cMce19. e n h5 PAona : (305071-1530 . rer : (305N171-101 55 -.a; amroovW.ran, 1T5 L9-o9anla wALR6 A ilWr b. p,E. TATC RaaM Mc. / Hi6) O5 HV 90•/1 BOS'STARTER OUAUFlED F�OR USE W/ HV BLADE (1J 6063-76 ALLOY AND TEMPER 994- 9.2 8 12 .920 O9 HV TRENCH TRACK OUAURED FOR UP . HV BIADEn ONLY. FORD EW/H BLADE t LLOY AND TEMPER A.S.S.A. American Shutter Systems Assoclatlon6 Inc. 4268 Westroads Drive Weal Palm 'Beach, FL 33407 1� HV RAINGUARD QUALIFIED FOR u E W/ HV 6063-T6 Op6i TEMPER OR W/0 NV. AWING No 17-107 T HV CENTERMATF FOR USE W/ HV BLADE m& LY H 6063-76 ALLOY AND TEMPE OUPPP11OfiID I E� , PW1 F IT♦IXIf FUYArox © LOCKER FOR "T" LOCK CENTERuerc QUALIFIED FOR USE W/ HV BLADE 100NLY 6063-T6 ALLOY AND TEMPER t n 3 ssJ• - 211• - g O QUALIFIED FOR USE W/ HV NO ROD RUDE 1 & A 6063-T6 ALLOY AND TEMPER ® LOCKING RODS OUNUFIED FOR USE W/ HV BIADET 6063-16 ALLOY AND TEMPER ONLY 600-TS ALLOY AND NV MALE "T" nrK c OUAUFIEO FOR USE Yi/ HV BLDE 6063-T6 ALLOY AND TEMPAERf ONLY / t 8 SC'I HV 3/8"0-16 ACETaL s• J.Ot fi 1 QUALIFIED FOR USE %1(V BLADE t@k I& 6063-16 ALLOY FANO TEMPER 31/R• slur. `0 AI 1 304 FRIES S.S. THUMB¢rREW QUALIFIED FOR USE Yf/ HV BUOET �% o � 616• � o @ O go _ rOC C/ST V C `,,INNe. (o IO3ES) I HV EGRESS LOCK OUAUNE0�rOR USE VI/ HV BUDE(1J& Q41 ONLY. 5Ste, 1e, 1��y'j—IlS --� :]60• Anpi RNEIpgG BEFORE RIVETING 1 f4"0-20 RIVNUT* =1-,a N Y) LARGE nA M no. As WtWAI47 RW BY AM M. NM'VISCY o10N . E RNATIVE LOCK FO USE 1V/ Fw )E I ONLY. 1•mwennw CILIMOER M :LLY CNNOFR OATS- " 1 Aw Ma. R T1U.SwRN GMRIDDt OR KFI t.6 CYLI' DOA CK BY REGENT HMOW®4T MOSE IYMN�S SERIES'2333 KOOK BOLT L.I. QUALIFIED FOR USE %V/ HV BLADED& GA - OM17 RLTttO, aG 02DI7 MTPRN MEEAL SUPPLY, MC. "I ERTHA Tv A S S A Accordion Shutter System * i C 1• i •( c ■■■ ■. Itu annE @t w/ cR w/o Nv. wroav BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems n. x ocuaPnex R.M tlUAN BR L.a STATE OF Sn' "x,.uN x• "• 3o1.mxA o6+oos. 1MNW M. Association, Inc. 1 aD I6_I>86 T v/1 I"rz; .12117 (3B3)mo-n31 4268 Westroatls Drive A '•• ORION •'T` It%®a°I West pal,,,BeOeh, FL }}qG7 3 DRAYANG No PM 11-107 D r trer'il�,4�AYI IodSn.T:- IIAROA Ue E M16) —_— SHUTTER ASSEMBLY SCHEDULE FOR HV HV HV BLADE 1 ® HV BLADE 1A ® KV LONG RECESSEDMON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON RAT WASHER © HV WHEEL CARRIAGE NSI 302-303 SERIES 0.870'H3/I6" THICK NYLON WHEEL 0.188'0 A1S1 302 SERIES S.S. RIVETS 4® HV 1 3/4" ACCORDION PIN W/ g8 HEAD Y ® IN 2 3/4" ACCORDION PIN W/ #B'HEAD Is ® POLYCARBONATE IMPACT RESISTANT HV WMDOW I(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF KV ACCORDION SYSTEM W/ HV IQ OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO SLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. I(3) HV PIN ® OR Q W/ 1/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET 0"17 xwoo. M. 77,L ECOINC. TILLIT TESTING k ENGINEERING COMPANY e351 Nw ]a0. S6 Sw is% vMD, avtoa4 IIMd A PmXr , 0051971-Im . ra. ,-ao*71-m, -mot - 1WD0.DQ. IBHW8719 .A Is., PL rUNUM, Da / 44167 EXTERIOR OLYCAReoNATE SOURCES FOR Nuwurevwnn mumOUNm qn mn nNf mM' aGb o/n'vMDDDIIDD, /StMe ll TD➢ E Rry Olpp,"'sol umuus vsstvs bnl Orb onxo t sbDa Deg rsn ass. ,e rt-VN m mmM "S", mw -11 • ue Isa av c ecw 1.m0x AmN01m. labsec .m Nat Ka5149 sse p Haas! RNFAk . - e,bl Mt 100 NL A.SoSmA. American Shutter 'Systems Association, Inc. 426E Weslmads Drive West Palm Beach, FL 33407 H.V. RAGE METAL AWING No 17-107 5-0- 0-0- 0-ft. 3' D E �F, �L It���t�� 1�',,•t�t���rriin� t�t;�n II 1 m' TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. �ggggggggggggRR �49 bffiffiA33➢ C OF CORNER CENTERMATE • NOTE3-:0 HV LOCKS AND CENTERMATES 1. MANDMM CONDITION Ile ONE HV LOCK'e7 0 @ SlWL BE USED AT 1/2 Of OR 12' ASM OR Bq,OWr ]/2 OF SHUTTER SPAN FOR SPANS UP TO 105'• AND I ELEVATION: HY LOCK �122ii a 9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATD C ENTERUAI W/(2) 1/4.0-20 K 1/2' LONG MT HEAD S.S. A15. LOCATION OF LO AT STACKWG IVISIDE LOCK. CONNECTOR OF LOCKUTY PURPOSES 0 UCPENTITEgIWiBS @, SHUTER F1EVAlION. CRY CONDITION 01 OR LIMITED MMMATOgy CpNpMpN RE NOT REQUIRED AT URRICANE POSITION, BUT MAY NCE LOCKING RODS OR AN ALTERNATIVE DEVICE ]CANE POSITION). ALL BE USED AT CORNER �Ey�W�PAN `SWK-BB-USEBYSIDT-6UTSIDE OR WSIDE LOCI( SPM 1/2' LONG MT HF SS. MS. TWO LOCKING RODS HA11 BE AS INDICATED ON TYPILM Sularva nrvAnnu HWNUT As SHOWN ON SECTION HVE. SHEET & ONE LOCK SHALL BE USED AT 1/2 Of SHUTTER SPAN OR 1YW1 LOCKS AT 1/3 OF SHUTTER, SPAN. 6. uA�1����N I�����f •O��O�i� ONE HV LOCK 4D w ® or ® SH111 BE USED AT 1/2 OF SHUiTEH VAN FOR ANY SPµ OR 12' ABOVE OR BELOW 1 2 Of SHUTTER SPAN FOR SPANS UP AND 96•, D FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK 48 w 0 or qq NAY BE USED AS AN MSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or ® SYMMETRICAL CENHRWTES W/ (2) 1/1' 20A 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICN. SHUTTER ELEVATION. USE OF LOOMING RODS ® W/ OR ® TOP AND BORON A COMPLETELY MANDATORY. e1 Ie 1 lte 1 AS eA LOCKING r t' PH HD LOCKS CEN : Br¢ ALTERNATE xD LocKQ wYeE II6CD w uEv a HV LOOKS OR 5G NR ANY SPAN ,MAD UiST,WADOHS AT $A�N�Y ETEMIK01. ALTRNATE HO LOCK ® MAY BE USER AS AM flDNVORNSME OEMEIT R15ETIT 5 AS SHOWN ON SE TIONSOHOB--KHV� D TO NDC-HVCC.3SHEET Ia LOCK WY BE INSTALLED MIOSPNI OR 12' MAXIMUM BELOW OR ABOVE MOSPAN. USE OOFF LOCKING HOGS 0 * couPLETELY OPTIONAL L wwT TILTHA. wC: 1i > i E CEO t *; TILLT TESTING t ENGINEERING COMPANY L' Y etu a.. xa rewm aH eI.15M '-,{e 51 PIImI : (]OSI6Th11:0. Fn• : f]6SlAb-:91 . F , : f.11 P.E. SEAL'J51DI�UREP.E. /DATE I nORVA tic' AmSmSmA. Amerlean Shutter Systems Assoclationr Inc. 4268 Westroods Drive West Palm Beach, FL 33407 W 20p !ASTERN URA_ SUPPLY. IN, B T H TM Accordion Shutter System Kv. BADE p1 W/ OR W/o KV, WN OM BADE AWING No 17-107 O CONCREE NCNOR$(SEE SCHEDULE ON SHEET F I/ / �) 6 Im as uumopax sxm n ` E0. Y"OHwE SCPE I/2' ---- USING 1/1•-20 11UTS O 12U.C. u2x. r I' 3 OR 5 El IL o• / � I I � .2so• ux.. / OPTIONAL I l R ®� MIN. SEPARATON TO WEE .QATS 1 SING ) (SEE SOHEON SHEET 11) -I CNSS� I BQ HV WALL HEADER INSTALLATION + K�STOh+ K�STOh I 1 OR ®• i HPI SEPARATIGIL To c1.lSs 1 1 1 Ewm�N� (sFE RMEOIRE ON SICK Iq CONCRETE :BETE GLOOM i i/Ph20+3/4• S5. —i CONLPlTE A1ICMOPS YAO T SCREWS (S[E SCHEDULE ON W/ 1/41'-20 %SNECT U) NUIS 0 12. O.C. O a ky1wMill2 \61 MR FA 9LO121 'yti HORS ON SNE[I 13j J ' /'/ /, ' e,7i�^e.a% ,• J YN. IIC-20 SfMS O iY o.c. SLY � (SEE SSCHOOLES ONN L� PWRm CONCP sNECt 12) q QD HV WLLATION 1' (� SC �M ON On CONCRETE aL001[ REOWRm RED CONOR : SHEET 14) OF HV WALL SILLINSTALLATION OR CONCRETE GLOM Wr RmUwm © HV WALL BILL INSTALLATION TION IIxATroN nr crrnnuR . roP rmlu.L sxunm INSTALLATION DETAILS W/ ECINRRi CIN 8C COYGE 0. n om on of, SPECRiCMONS ON SHEEP 10) • SCE Glr.O`Ei AONNS Or USE rOR M SXFFT Ip �j\ ll/ HV BLADE swr .wv , 11r 1 F A T! FLORIDA BUILDING CODE Non High Velocity Hurr(cone Zone ALL ` : 'JCENS4(':,.✓9 �- OMIT T000% We, 02017 LISIERN YEIAL SUPP\r. INC. INN\�` q ; IL ECOINe. 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Accordion Shutter System I TAUT TESTING American Shutter Systems HK SAOE #1 W/ CR W/0 HN, WHOM a" '. A ENGINEERING COMPANY esss'„x. aa0. s�, aN.:w, xmw aanea. ncem 411 Association, Inc. cv„ I Ms.. OLD 15-085 "U 712111 owwN �: ua Gm 07/27 17 ' •F(DNI��•:' ate;•s 00*11-1330 , ra ; (Jos)e>I-isJ1 II-op0m ¢i"" 4268 Westroods Drive West Polm Beach, FL 33407 2 s' DRAWING No fsq'•'T.NNCyM :' wulu w llun r. r.e 17-107 P.E SEALy3uNA1pRE%DATE ^m`a` U°' I utw s SHEET 0 20 OF 20