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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online t r •r t MS Home I Log In I use, Registration I Hot Topics Submit Surcharge Stats & Facts Pub%.l:ions contact Us BCIS Site Map Links Search Florida n Pt' Product Approval aopr �. USER: Public User d?i�em Protluct Aoproval Menu > PmtluR or Application Search > Bgpllca[ion LIs[> Application Detail FL # FL389-R9 Application Type Revision Code Version 2017 oqy 01 Application Status Approved SCANNE[��aP BY Comments St. Lucie County Archived O Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 209-8263 bfeel �O ^� bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com t Technical Representative REVIEWED FOR Address/Phone/Email CODE COMPLIANCE Quality Assurance Representative STD LUCIE COUNTY Address/Phone/Email BOCC /' Category Shutters V V Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. �lFilel� �OpY Evaluation Report �1 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. ® 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 COI 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 hffps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 1/3 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 I 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 8'-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 SYSTrM.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 HVI 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 HVSA working In unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- COMBO- (Non-HVHZ)- Drwg 17-106 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 If 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 Extruded aluminum interlocking blades retained by tracks (top and bottom) for storm protection Installation Instructions FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC, INC. 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. Created by Independent Third Party: Yes Back Hex] Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4 W-1824 The State of Florida is an AA/EEO employer. Coo ght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility statement :: Refund statement Under Florida 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 mall 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), 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 pmvided may be used for official communication with the licensee. However small addresses are public record. It 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 hem . Product Approval Accepts: ® = ® M im hftps:ltfloddabuilding.org/pr/pr app_dg.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 1. BERTHA N.V. ACCORDION SHUTTER SYSIEY SHOMIN ON INC, PROOUCI EVALWRCN OOL ` ((P.EDI) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCOR M WTIN ME 2017 (ESN EDITO) OF TIIE FILOMMA WILONG CODE THIS ACCORDION SNUTIW SYSTEM SHNL NOT BE INSINLED AT RON VLLOCT)' NUMUCNIE ZONES, MIN RIND LOWS SHALL BE GEMINI AS PER SECRDN 1620 OF ME ABOVE MENTIONED WOE, FOR A BASIC WHO SPEED REOMREO RF THE 11SCUR DON WHERE SNUfIDE WILL BE INSTALLED TOM A OREWDNAIIIY FACTOR Kd-0.85. USING MCC 7-10 AND SHALL NOT EXCEED ME M MMUM (AS.O.) DESON PRESSURE RATINGS INOGTED ON SHEETS 11 MIN 15. 10 & 20. IN ORDER TO VERN ME MORE CWDRNIN, MOWTE DESCH NNO LOWS DETERMINED PER ASCE 7-10 SMALL BE ERNST REDUCED TO A.S.D. DESIGN MIND LOADS By MULTIPLYING THEY BY 0.6 IN OROERTO COMPARE THESE W/'WX, (ASA) DESIGN PRESSURE RATINGS INDICATED ON SNEEfS II MI IS, 19 & 20. N ORDER TO YDNFY THAT COMPONENTS AND ANCHORS W IRIS P.E.O, AS TESTED, WERE NOT OVER STRESSED, A M X MCMUSE M AILORWLE STRESS FOR WIND LOADS WAS am USED IN THEIR ANALISS. HCAIM, A WND WRAPM FACTOR CD -LSO WAS USED NR, VE11RCAIION OF FASTENERS IN WOOD. BERTHA N.V. ACCORDION 51MIER SETUPS MEWACY FOR WIND AND LARGE MULE IMPACT LOAD HAS B,E, YFIOFIEb IN ACCORDANCE MIN SECTION An. REPORTS:18p9.a.2 OF 11TE WOVE afN110NE0 WOE AS PFR -NV BALLE D 10214.01-03, 10715.01-W, J10 1.01-05, J121441-OO /0317.02-06, IOM-01-10 AND INIDD1-11 AS PER TAS-201, TAS-202 AND TM-203 PROTOCOLS AND ASTM E-1886 AND E-1096 STANDARDS (MSSl LEVEL D, MIND ZONES 1. 2 & 3) & J122O01-10 AS PER TAS 201, 2W1 & 205 PROTOCOLS LARGE WS56E, -HV YAMWW RUDE ® 10505.01-08 a PER MN E-IMS AND E-1996 (TUSSLE LEVEL D. WORD ZONES 1, 2, l) BASIC PROTECTION ONLY AND J 0725.01-66 AS PER In 2W PRmCOOA 2. HV BLADED AND W WiNCOW BLADE ® ARE ENSNEERFD TD NORK M UN150.4 CORN E/,LyI ORDER UNDFA ME GENERAL lUNA1XIN9 ,DID CONDTONS OF USE MOIGikD ON SxFET 19 & BFMHA N.V. ACCORDION DNS (NV SCREe,,), WILD AT BLADES KNUCKLE AND FOR OIRELT aWNT cO MSCTION TO TRACKS MMI BE 1141C2.75' AND 014a1.75- RESPECRJELY, 410-NI WHIMUM SERIES WA&iM AMFMRATO� REMSIFREE PATH NIERICAN SMII1ENMUM 13510 AM YELD STRENGTH µ5YSIEMS ASSWNo CMTON. MILS MI S MALL W MABE RRIMYTH NG W BTHER NEADWWSNIEID COATING M'IFY AS YINUFACNRFO Bf APPROVE➢ 4. ALL ALUYMUM EMIRUSIONS VA-1. BE AAHI A.SSOCAIION ALLOY AND TEMPER a NOICATED W SNEER 2 AND 1 MMIYUM WELD SiREHOTH MR NBa-T6 ALLOY IS 30.0 kel AND 35.7 kal MR 600O-TS ALLOT. 1 ALL SCREWS TO BE STAINLESS STEEL 304 OR 314 MV SERIES OR CORROSION RESISTANT COAmI CARBON STEEL AS PER ON SWIG WHIN 50 kM MIN. YIELD STRENGTH AND 0D'kel MN. TENSILE STRENGTH. µe SMALL COMPLY W/ FLORIDA BUILDING CANE SECTION 2411.314. 0. BOLTS TO BE ASTM A-307 GALVµ2ED STFR, OR AIM W4 OR 315 BESIDES STAINLESS STEEL WITH 35 ku MINWOR WELD MMMGM. 7. SEE THE FOlOMNC SHEETS FOR ANCHOR SPECUICATONS MY BLADE 0 : 12.13,14.15 AND 20 W BLADE 0 & 6 WDRIONC IN UNISON: 12. IS & IS B TADS BEGIN HV. ACCORDION SHNITER SYSTEM BEARS A US PAW 16779,562. COWDRENR OF INS I,,WAL µE COVERED. IN WHOLE OR N PART NT U.S. PATENT J5458,179 ISSUED TO EASTERN METAL SUPPLY, MC. 9. IT SHALL SE THE RESPONSBUTY OF ME CON,,,,R TO VFP]iY ME M,,NES5 OF ME SiRUCNRE WERE Uame, IS TO BE ATIACHFD TO CRUISE PROPER µCHORALE CONTRACTOR TO SEAL/Ck K ALL UNNFER CONWNOR EWES WHICH REMAIN, THRU FMNGANC IN CONTINUOUS CONTACT WITH ME WHDDIC TO PREVENT RAND/PAIN MINWO, 1O EACH UNR YUSI DEAN HI MNENI LABEL M A MERLE PUCE NOR WARNING NOTE DURING FILMS Of HUWtEgNE WARRRS5 NONE COMER, IM I OR OTHERS, MUST PROPERLY CLOSE ALL W AND NO CENIFRMAIES AND ENGAGE OR LOCK ALL W µe NO IDCNS. 11. MINTER WNUFACNPUYS LWEL MALL BE LOCATED ON A READILY MUM LOCATION AT ACCORDION SHUTTER N ACCORDANCE WMI SECTION 1709.9.3 OF "I BUILDING CODE WE LABEL SAIL. RE PLACED MR EVERY OPENING, LABCUNG TO COMPLY RON SECTION 1709.9.2 OF ME FLOUOA BU4DINO CANE 12. BENW NV. ACCORMW SHUTTER SYSTEM'S MSTII LI SHALL COMPLY MAIM SPECS MDICATW IN MS DRAWING PLUS ANY NOTING AND ZONING naWUTIOW PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO. 13, (a) MI5 RED. PREPARED BY INS ENGINEER S GENERIC AND DIES NOT PROVIOE INFORMATION FOR A SITE SPECIFIC PROJECT Le. WHERE ME SITE CONDITIONS OEVMTE FROM THE P,ED. (6) CONTRACRI TO BE RESPONSIBLE FOR ME SELECTION. PURCHASE 010 NSgILAnCM MCLUOING IN, SAFETY Of NIS PROM, EASED ON MIS P.CM. PROAOLD HE/SHE MM HOT OEVMTE ERM THE WNOInORS DETARN ON INS OOWNENT. CONSTRUCTION SAFETY AT SITE IS ME COMTRNCTCR'S PESPp4SBMY. (C) THIS P.E.D. RILL BE CONSIDERED MVALIO F ALTERED BY AFIY MEAN. ) OM PROJECTS MALL BE REACH. SPC iM PROPER WE OF MEP 0. OPHINEBt 0 RR , ACTNO .AS ADER ODMCK ED E MONCER TO ME PP.". EN,RM, LULL S1COME THE MURDER OF �IBNLT RD TO ?V LAl1ER MFOR THE ERSSIiTE PROJECT AND MR RMEW. (0) ORICLWL PLO. SHALL BEAR ME DATE AND OMNAL SEAL AND SCRAIURE OF ME PROFTSSON4 ENGINEUi OF RECORD TINT PREPARED R. M • • GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENIS 21-37 SHEET 3 IT M SHUTTER ASSEMBLY 38-44 SHEEP 4 1YPICµ WINDOW RUDE & WMCOW Dan ARM 2• KV 9 AD (1) ANn HU W"NOOW nt AI)P (WHERE APPI I AR F1 TYPICAL SHINIER ELEVATOR & NOTES ON LOCUS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 NSIALIADON DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIERWTE DETAILS NY SHEET B CENTERWTE ALTERNATING DETAILS try SHEET 9 ENO CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAR TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE &BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION OETALS M-R, WOOD SHEET 16 INSTALLATION DEMOS S-X, WOOD sow 17 END CONNECTOR DETAILS 7-12 & X, WOOD MEET 18 AREA 31 HV WINDOW BLADE Q ONLY TYPICAL SHUTTER ELEVATOR SHEET 19 AREA 4: HU WINDOW R AI)n ONLY BFSIALLADON DETAILS, METAL SAID WALLS SHEET 2D THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA a` a IY'�V` ter!✓S s�:' �6e13ER •';A• G `N % OMIJ nLIIc4 NO C O A S S A Shufler S s Ys1Bm5 ABsOCIGt(On, Inc. W------dPaa 4Drive West Palm Beach, FL 33407 032017 FISIEAN METAL SUPPLY, TUG /TM Accordion Shutter System ste mLE U2 W0aHV. W HAUfAmaFlon TILLER TESTING & ENGINEERING COMPANY sMa O F.R.wM.RNs VENSnOs �� GIs ro'^ wxM, A Year A,. PA. YLORCR Lk. 11a67 N. x D[svimox NRN M. L4 INTO III268 -�fSs/••.A. ••• \a pa` DNAIE , ' a F "MAbemLY.,A41 1oe Am.m 2 a DRAWING Na 17-107 LBLAD QHVUNIMERSAL FLOATER US PATENT A 5458179 QUAIFlEO FOR USE lV/'HV BLADE CD INDOW RLAnF 6005-T5 ALLOY AND TEMPER OF USE OF GLAD -WON SHEET 19 HV 91T 1 .063' OW C ' • 670 L666- 11 HV IIN N AD R 0 FlEO FOR USE W/ W BLADE(I)ONLY, SEE SECRO is FOR VALID 6053-T6 ALLOY AND TEMPER YN %YN YYNI SIDEMAN ANGLE )TIED FOR USE W/ HV 1�jJ' HV HEADER/II1, OUAUFIEO FOR USE 1'I/ RV BLADE�ONL 6063-T6 ALLO AND TEMPERR-- A MINUM ANGLES QUALIFIED F06$USE W/ WBLADEII ONLY. 6063-76 ALLOY AND TEMPER OODUALIFlED FOR (U(�j9 E W W�6063-T6 ALLOYE21 TEMPEP 9QHV WALK —OVER TRACK OUAUFIED FOR UE W/ W B ADE I 6063-T6 ALLOY A 1 TEMPER LOMPONw A 0 TI Tl Q a S YYL I/6 1/6 ® a' S' UAK 0.19a' a19a' I9 24, 7' uIX. a19D- aigo. 3A a' 5- MAT. 0.139- 0.131- 0207 TIVECO. Wl 1 L�I�TE C O s TILLIT TESTING A ENGINEERING COMPANY NSf H4. X (3 IU . F. OMM II-10 ]I ryo3)en-Imo. ra%: na5mn-lul ul EM. E (S)HV 90 hap, STARTER OUAUFlEO ?R USE W/ RV BLADED 6063-76 ALLOY AND TEMPCR .996' 6•I 8 12 .sag — HV TRENCH TRACK QUALIFIED FOR USE W/ 14V BLADEnI ONLY. TEMPER A.S.S.A. Amertcon Shutter Systems Assoclatlon, Inc. 4268 Westroods Drive Ylest Palm Beach, FL 33407 NV RAIN LARD OUAUFIEO FOR U(($$))E VI/ HV 6063-T6 BLOOYEARD TEMPER, METAL OR W/0 HV. AWING No 17-10 ' R.W I ry 6FONf ELLVRPa4 ©LOCK FOR -HT" LOCK CFNTrRMATF QUALIFIED FOR USE W/ Hy BLADE tOONLY 6063-T6 ALLOY AND TEMPER 1 O61 e j ® HV MALE, OUAUFIEO FOR USE W/ HV BLADE 1 ONLY 606S-T6 ALLOY AND TEMPER Im WQK NO. ROD QUALIFIED FOR USE AND HV BLADE 1 A: (A) 96063-16 ALLOY ATEMPER ® LOCKING RODS QUALIFIED FOR USE W/ W BLADE(D 6063-T6 ALLOY AND TEMPER 6063-16 11 ' nI � ]TS'o HV 3 8"0-16 A( P.E. 1161 i, • fi 1 O AIJFl�D�FOORR USE W/ HV BLADE 1 6e 1® 6063-i6 pLlOY NQ T[1IPER 31/S' 6'71 IN 1 /4" 0-90 AISEI 3nA OUALIFIED FOR USE YI/ Hy BLADE tZ 03017 MTECD, Wa )i IL ECOENQ. T✓< TILLIT TESTING R ENGINEERING COMPANY 613a hW. Xp. h. 6H. ]aL N94w GApCg Ilapq ,CH �LQ Pas..: 13Wlea-Iv6. rs.: a03)ml-lam m U 1M.w.M.wn EB-a 161TE wI:6 1{ y. P.E.E. ATC RU) PLaRDA MG I Hlfl f (4C GtL! / NWSrvC [WYp 6.wTa P•M[0 ERF55 NRY pN4 (WOW 1[ft.udC1 (avm0) ,HV EGRESS LOCK QUALIFIED OR USE W/ HV BLADE (Jh @ ONLY. Sib" n 1e' 60" MEP PMrN BEFORE RMLTING 1,400-20 RIVNUTO 12aN-13 .ALLOY) PALE FLAwn T,i Va. AS YMNYMmm er AYDa. M. NEW J Er WOU . EY6Yy RNATIVE LOCK FO1 USE IV/ HV E ONLY. 0,05. wau 1 .125- Ma.. *ir ® HD LOCK BY RECENT HARDWARE UDRPSE LOCK, SEA05 QUALIFIED FOR USE 1Y/ HV BLUE AmSmS.A. American Shutter Systems Association, Inc. 4268 Wastroads Drive West Palm Beach, FL 33407 BLADE Li�ilvRl HQOK BOLT LOCK. 6� city Hurricane ZI TALSUPPLY, Mo. IA H7YTN Nutter Systet NV. WNDOy RAM aAn1 MwN sa Ec. /IT 1 wre: DT v t DRAWING No 17-107 SHUTTER ASSEMBLY SCHEDULE FOR HV M HV BLADE 1BLADE toLONG RECESSED NYLON BUSHING rQ)HV SHORT RECESSED NYLON BUSHWC NYLON HAT WASHER WHEEL CARRIAGE AISI 302-303 SERIES .0'x3/I6' THICK NYLON WHEEL O.188'0 AISI 302 SERIES S.S. RIVETS © HV 1 3/4' ACCORDION PIN W/ #B HEAD ® HV 2 3/4- ACCORDION PIN W/ ffB HEAD R ® POLYCARBONATE IMPACT RESISTANT HV WINDOW EXTERIOR 4OR I® ar NOTE' TOR i IREKENf!) '; I ODR i Hy UIRFMFNTS Al EXTERIOR BLADE KNUCKI F FOR i O OR(1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR . BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1D OR Hv ® BLADE. 4PICAL SHUTTER AcSEMBLY �� (2) W PIN ® MAY BE USED IN UEU OF ® AND ONLY AT MY PIN ® OEK@.AT OR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDIONS SYSTEM W/ HV ID 9032I' BLADE'S KNUCKLE.1 BLADE WHEN CORRESPONDING TO INSTALLATION •I1", SHEET 7. (SEE NmE •raw .018� - PEOUIR[NFNiS) (3) HV PIN © OR @ W/ 7/2" O.D. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a� SHEET I@ II MEL rARRIAGEDETAII REMBLY LAYOUT C3m7 TRTFW. OTC. I TILUT TESTING A ENGINEERING COMPANY ON!N' ] , S- Ew]N, Y.RLMM WWQ..N Rrone : (305)871-13M . Pox :'(]D!)011-WI -maA PbvoOed.rom ®-omen! WKlpl A 1 11 .,. VE ttOKG Lk 144167 EXTERIOR ON .le>rl I`�ilfi�� BLADE ,Oli!' 5, UV-5TAB;UZEO GRADE OR SAI ATNE PLASTIC LEXAN 103 RESIN NOTE 'r ON SHEET 19). POLYCARBONATE SOURCErFOR .lnrla[ar lmu�lwmmss eraox0 rmvma _ m q emru sr[vC m xn ..5n, am mo W..mA'vmacm .r wan rty" avert DOmW ary mw as a w • uxr cvL m enma alV mn o-1 aus o-! oav wr eemKx .Wu O'Nr lobs ee! r eTeG®c nn aw la9L YlP /En Na v!m r... nb Ru ROa mmr SIVEf BQWi NATQJS KlY W Wl Iu r6L Ml A.S.S.A. American Shutter Systems Association, Inc. 4268. Wastmads Dri" West Palm Beach, FL 33407 KV. RACE ®1 W/ OR W/O HV. AWING NO 17-107 ilI ► III y� p� I�Y�Y�S��L1'��'L��LI�S�Y 0 0 0 MCI o• o. o, o.' �w�w©. O7 wQm10 •�� I0• I�SIw �. �wR�•� w ©•p7 •6„�m©•�, •I�w 1��5`•�B of l�"•,©,�••��a�8 •,�m/� TYPICAL (1) HV BLADE SHUTTER ELEVATION N.T.S. �1 ',-gwj-5 "6s OF CORNER CENTERMATE •NDTES—UN HV LOCKS AND GENT R6.ATES- 1, MNIGTIIRY rI1NDi00N * ONE HIM LOCK Q u ®SHALL BE USED AT 1/2 OF SHUTTER SPAN FCR ANY SPAN OR 12' Ap,, OR BFJ,OW )(] OF SHUTTER SPAY FOR SPµS UP TO 105', µ0 FOR INSTALLATIONS T ANY ELEVATION. W LOCK Q'1 or 4 WY BE USED AS AN INSIDE OR OUi9DE LOCK, ATTACHED TO Qy.OR CENTERM T5 W/(2� 1/4'0. 20 v 1/2• WHO FIAT HERO S.S.. M.S. LOCATION OF LOCK SW 0 BE AS INOIGIF6.OB �.., w,�a«..... STACKING 112. ONE IUTSIDE'LOCK. CONN�EN N OF lOCK54TOUCENIERTo WIES @ SHUTTER ELEVATION. RE NOT REQUIRED AT URRIME POSITION, Our MAY NCE. LOCKING RODS OR AN ALTERNATIVE DEVICE ICM'E POSITION). ALL BE USED AT CORNER UISID[ OR WSIOE IOCN, 1/2• LONG FLAT HEADS. O SMS TWO LOCING RODS HALL DE AS INDICATED ON M1CAL SNURTR EILVATION. B. MANDATOR/ CDNOTGON IT fall KEYSTONE •p NMOINSTALLATIONS' ONE W LOCK.® 0r ® Or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12• ABa< OR BELOW 1 2 Or SHUTTER SPµ FOR SPANS UP AND BB', CA FOR INSTALLATIONS. AT ANY ELEVATION. W LOCI( m or 23 or MAY HE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 or 0 SYMME1WGL CENTEPYATES W/ (2) 1/4•-20 X 1/2• LONG RAT HEAD SS. Y.S. LOCATION OF LOCK SNAIL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKNG RODS (@ W/ ® OR ® TOP µ0 BOTTOM IS COMPLETELY MANCATORY. A AL E- VAM W k$141 AW3lLF WINGNUT MAXIMUM DOLT *NOTES HD LOCKS CENIERNIff • : ONE ALTERWTE NO LOCK© WYBE USED W UEII Di Nv LOats all FOR NTY SPAN AND INSTAMAnONS AT ANY ELEVATION. ALTERWTE Na LOCK ® WY RE usm RRONFDDRCEL1AN irt e15TRr As SHM ON s�ECnows me Kx no�De- c,]SHEET 10 LGa wY ec umA L,) AT MIDSPAN OR -12• MAXWUM RELOW OR ARM MBTSPµ. USE OF LOCCWG RODS (9 15 COMRETD.Y OPTIONAL B2017 MTEM, WC. D TILLAT TESTING R ENGINEERING COMPANY C YC eJBB nv, 2Bu, se. R., ]05, nBaew 0l9ea15, nwW .1J �1 Phone f (RIB)87I-15M , Fa. 1 (]MJ7BJ1-IS,11 ILL -mdl nl.caaautmn ®-aocene •n1w A nun er. P.E. TATF IIdp1A Uc 1 14I67 A.S.SLA. American Shutter Systems Association, Ina, 426E Westroads ONw West Palm Beach, FL 33407 w2mA eASIFAN YETAL SUPPLY, INF RT Tu Accordion Shutter Systet Al #I W/ OR W/0 KY. WINDOW HARE OESfA�RION 01a M. m LC MD 15-085 JryJ 1 WIG 0727 1; DRAWING No 17-107 SHEET 5 OF 20 CONCRETE MlCHORS (SEE SCHEDULE ON SHEET O D r—CONCRETE M:OHOPS WE(SEE SCHEDULE ON iEO SHEET 1]) l (JEE uaUNNo 0. GUM7) Ms. E F \ —i--- _-S-1 I(rWFIVVIT14--(3) cn Re. COR }I slx.. sEPAwnox ro was I 1 ISONG i (SEESCHEDULE ON SHSET ii) i OURS HV WALL HEADER INCTA LATION + KEYSTONE 1 OR NM. SEPMI10" TO OIASS 'I (SEE SCHEa1LE ON SHEET 11)— tJyIH,� FYASTJUG_� 1111 I I'I I —CONCRETE .INLC 0. �I, iLJ-�.:i L i• J Ile-4o NUTS 0 12' o.C. (SEE swEOI1LE ox sxm u) IYI NI„ u«E /' !. 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NOTE 1J(o) - •� —: nwICRETE -=I OR LONCRflE 4CK wan 1♦7 POOLED CWC' REWIRED OR CONCRETE BLODt ON $NEU 1 ' CREoNe ro URM d O NSTALLATION KEYSTONE MONNTIN- IhcrArTe ®w+xl'nl ©RHV WALL WALK —OVER INSTALLATION_Axo. III= Tft luww axurRR aPAN a_n• t 1- SEC SHEET ♦ FOR TYPIC,L SHUTTER AssENeLr • E. D EDGE dSTAxCE (SEE SPEanCATIONS ON SHEEP 13) RENOJAfltC WHEN PaeOwAED OR ��4C µ OPEWllLE ENT D ULADE �AON SHFU 10 MR (IAJ T- MOUNTING SECtWNB CAN RE CDIBINED IN ANY WAY TO _ INSTALLATION DETAILS W/ C1) HV BLADE SUN aa• INSTAMMIGI. LIII1 R A. j �- - FLORIDA BUILDING CODE Nan Nigh Velocity NUrriaane Zone 1 IS $OUT F/SIERN METAL SUPPLY, INC. p�N /� �+ �+ /� QSSA BRT ,a Accordion Shutter System �. ., 9 +, TILLR American Shutter slams Si NV. aA17E /jl W/ OR W/0 NY. WNDON BALE _ 0 0. .:' 3� TESTING &ENGINEERING COMPANY aAma Ram, a¢ Assoatatlon I no. n. 1 x onDlrnox OLD t9-aeswR: DAn w,vN Rn L.c m ET 17 ALEN.....q rNw,. , {ai ._6 : sm . 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ON SHEET 11) OUT—_—_—_—_—_ —_—_— —_— _—_—_—_ ^CONCPE E 2WHORS a 1670 S 3 3 VAR 9a ; * n ® ^ ® OUT 8 1/2- MAE. SVtx I ' (EATER,OA) oUT HVE HVF** HVD ,)„ E,Ecu a,,,, FLORIDA BUILDING CODE Non High Velocity Hurricane Zone' d2p �•' •\,\CEIV ••', ✓p exn ULUM We 62eq [ASTERN NET& WPRY. ,N,, SF •.. a B R A TM IL E C O LNG. A S S A Accordion Shutter System ■ ■ ■ ■ NV. 9ADE y1 W/ CR W/O H.V. WNDOY7 BADE TiLUT TESTING k ENGINEERING COMPANY American ShuHer Syaleme N. x oLunmax mrt onAm er: e w`, •.,f(/Ipinp ;'4 ua n...xN, s,, v,. toa wwwu awmn, r,aiw �u„ Association, Inc. - 1 oto Is-oes T/2)p wtc 07772 T W _Rp...;,^:D•." � Phw : OO)an-lam .tn : (we)a7o-feel 4268 Westroods Drive 2 DRAWING No `-s70NAL ENG�,•'' West Palm Beaeh, FL 33407 17-107 rrr11••I' Vy]W A TWT lr. P.E P.E. SEAL�SIGNATURE/DATE R0�' "` 2"� 2 SNEET 8 OF 20 ALHERNATE INSTALLABON"" 0 0 MALEIEEMALE "T" LOCKS CENTERMATES 8 9 LOCKERS U W1(1) BY BLADE SEE END caRniEanom nElAHJS ON GREETS 10 & 16 � et.a 0}suG xrra x,r, vmurEa ax vozr e, m®•0-o -n-61-b��i�> r3 °nL a axnms4 rtGl"a EvttmaET"L IOl•"N. 6 ] ., 9 omae>Fa w ms sxa; Gr 9E uva Nxn nvs 41ER I. fP�t.d�. wsr oFr mms En IQ y T LOCN, p smar, 5. 'Cares-4 (mr{-i.4lari VALE 1141eE PNI van reroEm, rW I Sem, YNmBsWEL DUN,,,mwxFpm saw axm wmCUNL + O ,+ L ++ 1 GIf am. i .i-_ q G� G 0 !aT r: NV -T- LOCK (OUtSIDE) • Q . p {: e, r 02017 8LTEOD, NO. I LEI E—I—C O , TILLIT TESTING 4 ENGINEERING COMPANY WS! N V. M0 51., @., des, reGl6slApprA.rlOaaA i3 Pnvn, : IdOe}e>:-1310 . re:: {day)9>1-�Shc -.,w: ci,,,oeatcem rB-GMe)IB wWATWi 57 ROPOn ua J 44{{)se I� F symycmpj�� LOCK (INIERIOR) A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 '' �.ovs w uwm smyp . m0) uxo w san a w.r,NL nwnrc eidu® eme rw a vxN NL aroHurzs,rrwramxe."m earc0 wzvlr w NxN N[UL su"Lr, INC. BRH TM Accordion Shutter Sy KV. MADE.#1 W/ OR W/O KV. FWNOM E °Eaamv ON •°rc °Gun ar 1 OLD 15-085 ) 1]/1 GIG 07, 7—DRAWING 17— ° SHEET ° 90 V!/ MAXWUM SHUTTER SP, - a or or OR -L (ft.) F or ( or or (ING R00-S or I INSTALLATIONS W/ LINE HV LOCK or I 29 W/ ONE W/ NO LOCKING RL WO LO®NC (SEE NOTES T. MwiA ..—_.•..- - uuewu 1YAly YWfRWG RrpR/CpGND rrsVl uppmN: wr1MOUNTING tr FLOOR/GOING MWNNR SHD11E#3 MAXIMUM SHUTTER SPAN* -L+' R -L-' (It.) INSTALLATIONS W & W/ ONE /IV LOCKS OR. W/ NO LOCKING oos (V" FOR NOUIGNOQ SHELT 1) CONCALTE ASL�pyp1 WSrAMAIY'M1'S AM.M Race/cDMxO uonmw t FY PeOu-L OR _aw!jwN WWI u (N I : a po m•-o• te•-a• 35 40 14'-2'M14--3- 45 13'-4'5560 So f0'-2' 65 p•-5T0 B'-1.J9 ON LEGEND I7G.H. ETE & ORY W000 WALL A.B., D, E. MOUNTING F.& L FLOOR/CERNG, II, JMOUNIING 0 MAXIMUM SHUTTER SPAN 'L+- OR -L-' FOR INSTALLATIONS INTO WOOD'SrMU. BE LIMITED TO IDS FIT. AS.D. DESIGN PRESSURE µTWO t NV CORNER CENIFRYAIE /! MAY BE USED AT ALL MOUNTING INSiAWATI0N5. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MµOATORY CONDITION 02 NOTE B5: SHEET 5. ttEXCEPr TMT MAtlMUM SNUTIEH SPAN •L♦' OR % AND MAMMIRJ A.S.D. OESI G PRESSURE RATNG FUR NSTALLATIpS INTO CONCRETE OR CONCRETE BLGDY SHML BE ULDIED AS FOLLOWS. t- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO ♦64,-72 P.P.I. AND 8'-0' SPAN. SEE MOUNTINGQON SHEET J. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" 1Q HV BLADE RORIM III P2017 TLYaXN. NC. IL ECOi.a. A.S.S.A. TILLIT TESTING & ENGINEERING COMPANY American ShuNer SYe)ams not MY. X .54 YI• xl wtm4 wwq rtom4 aY1 Association. Ina. Pwu , (.w)fin-TSJD . Fv : (D115t6>I-IlJI - 4268 Westro00s Drive •-"1OUoOad'^^ ®-Pm6nR West POIm BeOeh, FL 33407 Wµ]DI A TVo b. P,E RPRDA LN. F 44167 (1) L+: MAXIMUM ALLOWABLE SPAN MR A GIVEN POSITIVE ASD. DESIGN PRESSURE RAZING. L-: MAIL ALLOWABLE SPAN FOR A OWN NEGATIVE &S.D. DESIGN PRESSURE RATING. (2) MODEDURE TO DETERMINE MAJDMUM SPAN FOR WALL MOUNTINGS (TOP/801TCY) OR RMR/CDUNG: GIVEN A POSRWE ASD. DESIGN PRESSURE RATING, DETERMINE MXINUM SPAN 'L+- FROM SCNEOULE. GIVEN A NECATNE AS.D. DESIGN PRESSURE RATING, DETERMINE MAXIIAUM SPAN 'L-' FROM SCHEDULE. FINK, MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN -L-' AND -L--' (0) PROCEDURE TO DETERMINE MAXWUM SPAN FOR COMBNIATIONS W BETWEEN WAIL MOUNTINGS W/ ROOR/CDUNG MOUNfINGs: FOR A GA?N POSITW ASD. DESIGN PRESSURE RATING: DETFJW MAX.Lt+- AX. SPAN MR WALL MOUNTING, INSTALLATIONS pHs IA+= MAX SPAN MR FLOOR/CEIMNG MOUNTING INsrAtunorl5. FOR A OWN NEGATIVE ASD. DESIGN PRESSURE RATING: DETERMINE. LI-- LUJL SPµ FOR WALL MOUNTING INSTALLATIONS. IA-- MAX. SPAN FOR FLOOR/CEAING MOUNTING INSTALLATIONS FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LY+'. %2+'. 'L,- AND 'LT-' (4) GO TO ANCHOR SCNEpULE WIN FINAL MAXIMUM ALLOWABLE SPµ AND NEGATIVE &S.D. DESK.N PRESSURE RATING TO DETERMINE MAXDAUM ANCHOR VA2M1) F/6TEB4 METAL SUPRY, WC. BE TLI Accordion Shutter Syste) RV. BLADE AI W/ CR W/0 RV. 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FL 33407 Accordion Shut HV.'MAM #1 W/ OR W/0 KY. we Fna System ON 9ADE N eY EC D7/27 n MNG No 7-107 :ET 9 OF 20 fix. v% r. ,;;,. _W_AIM_ INSTALLATIONS W/ M HV BLADE & HV CENTERMATES `LLW. `ml ' u°L 36 l SNOC Af IV a.C, y J INTO METAL STUD WALLS /,-, o.au• mcJ u., 430 430 o slag 1RKR ATANNR I a S. a.e o e• oe ^ `°A`E " " aan 12 _ ,— ''F _lIajr.M FOR BERTHA 1 HV B AD A ORDIOty CMI O'TFR INSIA f ATION TO MEfA c. 1D WA C ALUMINUM ¢I M 6063-T5 ALLOY I /x'ra suxrs a1 F1151111G FlN5N 'YI(Aplt IKC I AS N'Pt1GBtE I I. ] � SEPARATION TO A� MM. A.S.D.DESIGN PRESSURE RATING: +75, - 75 (Ps0H DU I----S.000' EnmNo cuss MIN. SEPARATION ro cuss (SEE scNtvutE) IT �. KAF. SNun6ft SPAN: 84- WIND ZONE MINIMUM ASTM E-1996 SEPARATION a3e LIENSM a I• J. ALLOWED MOUNTING: (BON THIS SHEET. TO GLASS 0 MP I S 4. ONLY EARRANGE 21 W 24 r LOCK ARE ALLOWED 1 THRU 3 I• / ® 1 /4"0-20I(" BOI T WI1H 21 ARRANGED A NETRIGAI, LAYOUT. 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SEALP.I1HiIA� RP')OATE n0R0'� �- (uie7 44 67 MIN. 1/2' MAIL StACIt AI,SI.SwAm Amerlean Shutter Systems Assoclatlon, Inc. 4268 Westroods Drive West Palm Beach, FL 33407 1 ,-20 THREADS 43 1 /4"0 0 ON�UCTION PRODUCTS FAB-LOK HD COMPONENTS SCALE: 3/8'. 1' O O � vLO 4( 0)A LOCH o AT 12 NW xEAnm DIBs VIEW Y SIDE CONNECTION TO TRACK IN CODE Non High Velocity Hurricane 02017 EAflE2V uu& 511PPLY, Wc. U&HTMA H TN Accordion Shutter Syst( HV. SADDE p1 W/ OR W/O IW. WINDOW BAD w. N srsawnou urt uuxN en L.c 1 0W 15-085 7/27/1 am 07/271 DRAWING No 17-10 t ? A '