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HomeMy WebLinkAboutPRODUCT APPROVAL• 4/4/2019 Florida Building Code Online nw_ Business 1 1 / / ws BOS Home I Log In I User Registration I Hot Topics Submit Surcharge state & Facts Publications Cont.d Us BMS Site Map I Unks I Search Holi daP � - e rLl Product Approval a USER: Public User 6 L- Pmtluct Approval Menu > Pmdua or Application Search > Application U > Applimtion Detail FL # Application Type Code Version Application Status Comments Archived wProduct Manufacturer zU Address/Phone/Email c J Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory k' AUG 0 �� __;G FL389-R9 Revision ST. L—. county, Permitting 2017 Approved Lr] American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@easternmetal.com �jbb'V& Bill Feeley Irodriguez@eastemmetal.com REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC Shutters Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. �7 ®yptJ Evaluation Report File P Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. r16 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 hftps://flor*idabuilding.org/prlpr�_appjtl.aspx?param= GEVXQwtDgvYYHH2vJvx53MwsXdCOtOXOsoPMYK7UC8%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 anU111111ory UN rruuucm 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 ASD 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 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 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 HV3 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 W-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 II 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 NeH Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824 The state of Florida is an AA/EEO employer. Cot fight 2007-2013 State of Flodda.:: 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 public -records request, do not send electronic mail to this entry. Instead, contact the office by phone or by traditional mail. 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 emails 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 win 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: ® aq ® ER M hftps://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UCB%3d 2/3 1, BERTHA N.V, ACWFDION SNUFFER SSMAI SHOWN ON THIS PRODUCT EVALAWFON DOCNENT (P.M.) HAS BEEN VERIREO FOR COIMPWNCE IN ACCOROANCE WIN ME 2017 (ESN LDIEN) Or THE ADDED, BUILDING GODS THIS ACOOROGN SMUFFTR SSIDA SNAIL NOT BE INSTALLED AT ROM VELOCITY HURRICANE ZONES. DESIGN WILD LOMS SHA L BE DETERMINED AS DER SECTION 1620 OF ME ABOVE NENRONED CONE FOR A BASIC WINO SPEED REOUAED BY ME JUNSOICHON MORE SNUFFER WILL TAL BE INSTALLED WITH ACRECFON FACTOR K4-0.05. USING ASGE 7-10 AND SHALL No, EKGEED THE MADMAN (AS D.) DESIGN PRESSURE RAMNGG I,,,M ON SHEETS 11 NRU 15. 19 Is 20. IN ORDER TO VERIFY ME ABOVE CONDIION, ULTRMTE MIN WIND LWDG DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.M. DESIGN WIND MOMS BY MULTWMHG THEM BY 0.8 IN ORDERTO COMPARE THESE W/ MAY. (AGO) DESIGN PRESSURE RATINGS INDICATED ON SHEETS II THOU 15. 19 & 20. W ORDER TO MIN TWAT COMPONENTS AND ANCHORS ON TARS P.E.D. AS TINTED, WERE NOT CM STRESSED, A M x INCREASE IN ALLOWABLE STRESS FOR WIND TOMS WAS NOE USED IN THEW ANPLYINS, HOWEVER. A WIND DURATION FACTOR C 1.60 WAS USED FOR VERIFICATION OF PSIENDS; IN WOOD. BERTHA KVA MOTTIODON S'1MlER SISIFAI'S ALEOUACY FOR WIND AND URGE USERE IMPACT LOAD HAS BEEN MIRED W ACCORDANCE WIN sECTON YF09.1.2 G THE ABOVE N NMHM CODE AS PER AM REPORTS: -HV N ADE0 10214.01-0. 110215.01-13, 11001 112144I-o5, /oM7.02-08, JO801.01-10 AND 10210.01-i1 AS PFA TAS-201, TAD-202,WO TAS-20 PROTOCOLS AND AGRU E-Ims AND E-1996 STANDARDS (MIDDLE LLYEL D. Me 20HE5 1, 2 IT, 3) & J1220,01-10 AS PER TAS 201. 203.& 203 PROTOCOLS LARGE MISSILE. -W WINDOW SAGE 0 J0505.01-o0 A) PER ASY E-INS AND E-1998 (MISSILE REVEL D. WHO ZONES, 1, 2, 3) BASIC PROAERON ONLY AND J 07001-M AS PER TAS 202 1`I07000L 2. W SLME0 AND W WINDOW BLADE 0 ARE EINGINEERED W MOM( IN UNISON MIN EACH ORDER UNDER ME GENERAL UMMMONS AND MORIONS OF USE WGGTED ON SHEET 19 1 BERTHA H.V. ACOGRdON PINS (IW SCREWS), USED AT BLADES KNUCKLE AND FOR TORMF MOUTH CNN1RCIgN TO TRUCKS SHAL BE 1102.75' AND J14AT.750 PE�EC)MELY, 410-HT MINIMUM STAINLESS STEEL Eaton WIN T35.0 "I WELD SIRE IN AND IW Lai TENSILE STRENGTH, PinSHAL WIN BE COATED WBUT w WCROSHED cwNO SS AT AS MANuFAGIMRm w APP11SERIES COATING APPLICATORS, RECSEREO VAN AJERKNN SHUTTER SYSTEMS ASSOCIATION. PINS MUSE BEAR ME HN MARONO ON MDR "FAD. 4. ALL ALUMINUM EKIRUSIONS SWl1 BE AJAJ N ASSOLMTION ALLOY AND TEMPER AS INDICATED ON SNITS 2 AND & MINWUM MEMO STRETIGIN FEAR 8063-76 ALLOY IS 30.0 WI AND 35.7 ImI MR 8005-75 ,LILY. 6. AL SCREWS TO BE SEANIESS STEEL W4 OR 316 ANSI SERIES OR CORROSION RESISTANT MUD CARBON STEEL AS PER CN =IS WN, SO 1PI MIN. WELD STRENGTH AND 90 4e1 MIN. TENSBE STRMGIH. AND SHALL COMPLY W/ DOOM BUILDING CODE SECTION 2411.3J.4. e BOLTS TO BE ASM A-3o7 CAWANUEO STEEL. OR AS W4 OR JIB SINES STANLESS STEEL WIN M hi MINIMUM WELD STRENGTH. 7. SEE THE FOLLOWING SHEER FOR ANCHOR SPEGMAVION& W BADE 0 1 12.13.14.13 AND 20 W BUTTE 0 & Q WO(RRVG IN UNISCIN 12. 13 & 15 S MIS BERTHA 1LV. ACCORDION SHUTTER SYSTEM BFMS A U.S. PATENT 191793B2. COMPDREN1s OF THIS. APPROVAL ARE COUEREO, IN WHOLE OR IN PARE BY U.S PATENT 15'458,179 ISSUED TO EASTERN METAL, SLIMY, INC. 9. I s BE ME PESPoXSIBUP of THE MNNAC70R TO MNN ME SWHDHRS of ME BIRWE "DI N SHUITLA IS TO GE AFIACNED TO INSURE PROPER ARCOP.OE WNTRACOR To SEA/WULK ALL EHUMU` C9MPONLM EDGES WINKN REMAIN' MOM FASIE NNG N CONTINUOUS GONMCT WIH ME BUILDING TO PREVENT MNO/RANN NTHUSON, To' EALYI UNI MUST BEAR PERMUNENT LASE N A VISIBLE PLACE WITH WARNING NOTE WRING P OOS OF HUMUGNE WARNINGS ROME ORDER, IEwNi, OR GNES, MUST PROPERLY CLOSE ALL W AND ND CFNII' MIFS AND ENAME OR 100C ALL Try AND NO LOCKS. Il. SNUFFER MINUFACNRER'S LAPEL GIRL M LOGTEO ON A BIAGI MISSILE LOCATION AT MCORGON SHUTIFA IN ACCORDWCE WIN SECTION 170-913 OF FLORIDA BUILDING DUDE CANE LABEL SELL RE PILLED FOR EVERT' oPENNO. IAEEMNG W COMPLY ON, BECMON IMIL2 OF ME DDR W RUOGNG COOL 12- BERMk HAV ACCORDION SNUFFER SYSIEM'S INSTALLATION SHALL COMPLY WITH. SPEc, INDIGTEO IN ME DRAWING PLUS ANY BUILDING NNE) ZONING REGULATIONS PROMOTE) S ME JURSORTION WHERE PERMIT IB API"Um TO. 13. (0) MID P.EO. PREPARED BY TINS EHGNEER IS CIMC AND DOES NOT PROVIDE INFORMATION FOR A SRE SPECIFIC PROJM, La. T Nce ME SITE MERTENS DEVIATE FROM ME P.M. (I) co"RLAOOR To BE REGAONM E FOR THE sn"U"ON. PMRCNASE AND le"W"MON INQUDWO LIFE GA Fr OF MS PRODUCT. BASED ON THIS P.M.. PROMDm HE/DIE GOES NOT OEMTE FROM THE GONTO GNS ODALED ON Ns DOCUMENT. CONSTRUCTION SUETY AT SUE IS ME COMWLICR'S RfSPO5SI8Rlft. (((C) THIS PAEO WILL BE COM EREO WVAMD W AC[AED BY ARr MEANS. ) REVIEW. NSIBLE°"Q9 T IE RO ER USE OFPTME P 0 I NGI � WOF R mACMq AS ODRECAM ENCNEDI TO ME PP.EA. ENQN� 51ULLF TOO M l LARFA ME DE WECIRCRORAWING,, FOR RE M. (0) ORIGINAL PLO' SHALL BEAR ME DATE AND DOORNAIL SEAL AID SGNUVRE OF ME PROFFi55ONA ENGINEER OF RECORD MART PREPARE, R. GENERA. NOTES SHEET. 1 SSTEM COMPONENTS 1-20 SHEET 2 SYSTOW COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY W-44 SWEET 4 TYPCAL MHUDW BLADE & WINDOW DETAIL AREA 2• HV BLADE n AND HV W"AOOW RI Anr Ifl (WHERE APP 1 eR E1 TYPICAL SNUFFER ELEVATION & NORS ON LOONS SHEEP 5 INSTALLATION MAILS A-F. CONCRETE/BLOCK SHEET 6 WSp FON DETAILS G-M, CONCRETE/BLOCK SHEET 7 CM1ERwTE DETAILS HV SHEEP a CENTETMFE ALTERwnxG OETAILS W SHEET 9 END CONNECTION CEFULS 1-0, CONCRETE/BLOCK SHEET 10 MA)BMUM SPAN TABLES SHEET 17 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & s1OC9 SHEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTALLATION OETALS M-R, WOOD SHEET 1B WSRJLAION OETALS S-K. WOOD SHEET 17 END CONNECTION DETAILS 7-19 & RA WOOD SNEDT 18 AREA 3: HV WINDOW RIAnF Q ONLY MKIAL STRUM ELEVATION SHEET 19 AREA b: NV WINDOW RIADE M ON Y 1119U3I0N DVAIL5, MEDL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY 1 USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA 1M' TIT, ...... ,�/r✓S D2017 T41ECO W. 02017 FAa1FN1 METAL SUPPLY. WC. s JCEB R ,SSA �/�/�/ \ IL E C -0, xL:. Accordion Shutter System L $DLT7: 6F/ ' , • • • • FLV. BuOe g, wr «who N.v. NRmN BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems W, N InOH DAn DMWN IN: LG !� �, 415a u.W. MIA M. w. a00, WAPMA cvciva, NGmI MIC Association, Inc. I OLD 15-Gas /n 1 Wm o7/27 n ........ PNI- I cD5)VI-INN . Fa. ; Lx9571-ual 4268 Westroods Drive 2 _fSY O 111I°-000(VIS West PDIm HDRAWING NDeoch, FL 33407 a S�ONAI Il' WAMR A 11.1, P.E. 1 7—i 07 Dr �lC'AbLCICMAY� mr 7n,m ROM La. / 44157 _ (J1 HV c0 ID B An COVERED UNDER US PATENT # 5456179 9 HV WINDOW BLADE•/ OF USE OF BL*E-® ON SHEET 19 QUAUFlED FOR USE W/ NV 91T ' 1 O61' 0' W' °- 670 L6B8' 11 ED G I IN HAD R 0 FlED FOECTIO S R BLADE 1 ONLY, SEE SECTIONS FOR VA -TEMPER 6063-T6 ALLOY AND TEHPCR ICI YYNY YµI 2' 1fo SIDE ANGLE QUALIFIED FOR USE W/ HV e°P . B 3UHV UNIVERcp F OAT R QUALIFIED FOR USE L-1/ 11V BLADE T) 6005-TS ALLOY AND TEMPER I-L3 10 HV HEADER/SILL QUAUFI FOR USE W� IN BLADE (1)ONL ALLO 6063-T6 AND TEMPER ALUMINUM ANGLES QUALIFIED F0$ USE W/ HV BLADE I ONLY. 6063-T6 ALLOY AND TEMPER OOUUEDFlOU1 R YE 6063-T6 ALLOY TEMPER, 9OHV WALK -OVER TRACK OUAUFIED FOR DIE W/ HV BLADE 6063-T6 ALLOY TEMPER COMPONENT#7'�.O.10' I }28' 1/6'2' 0.192-19 0' 0.190'9' 0.1.31• 99C eu 8 12 .920 — O9 HV TRENCH TRACK QUALIR LA E USE . HV BIADE(li ONLY. Icy CORNER USE W/ FlED FOR USE W/ FiV � BLAOE 60fi LLOT AND TEMPER AND TEMPER (1-6 HV RAINGUARD OUAUFlED FOR UU(��11 ))E W/ HV 6063-T6 AlOTEARD TEMPER LIT• P"..... _•..�/ly 0017 XTECQ we, 02017 ChSRERN METAL SUPPLY, Me. �jOENs� ti "p RT A V,M � ,- �+ A■S■a7■A■ Accordion Shutter System �I�� ;)� -; e�y TILUT TESTING R ENGINEERING COMPANY American Shutter System Hv. anBE I w oR w Hv. W+60WI BLADE EY.N axrnrn6N WIT TWAMN Le % O t. ETi_ D ; -+'7Lr— jj4-t wu xR. uw x, r am. Yawo.\ w0w9, rtme\ mi. (:6.76>I-I a rev:(30.5)671-16N Association, Inc. 4268 Wes(foads Drive 1 LLD IS-084 7 21 1 WIT: 0]/27/17 DRAWING No s�.pAlDaGw T3A la-000871 w9 West Palm Reach, FL 33407 PFs°N�4G�� YPG Nota.Mt.F"to 17-107 , I=. I i +.ar PIMI mow OVATION © LOCKER FOR "T" LOCK CENTERMATc QUALIFIED FOR USE W/ UV BIADEOONLY 6083-T6 ALLOY AND TEMPER CENTPR © QUALIFIED FOp DSE W/ NV BN OE 1 W 6063-T6 ALLOY AND TEMPER ® LOCKING RODS QUALIFIED FOR USE W/ HV BLADE(J) 6063-76 ALLOY AND TEMPER l R D61 �al1AUF1E0 FOR USE W/ RV BLADE I ONLY GOB]-Tfi ALLOY AND TEMPER 6063-TB 3' 1181 i ,4111 N 1 A OUAUFIEO FOR USE W�NV BLADE iB& Io 6p63-T6 ALLOY A. TEMPER iJ(TI�-1x•1��1///22' J ve. m-20 AISI 304 FRIES S S THUMRSUrw OUAUFlEO FOR USE W/ BLADE BLADE IQ �T GtE53 N0.V a�aa owls r.Yumw (aWOv[ ATANO) BY —MESS O K QUALIFlEO,[OR USE W/ xN BIAOE (1,) , @ ONLY. m,I�TSl7e,I'— w 10. J bJ60'AMR RNETNG BEFORE RNERNO 1Z4"0-20 RIVNUTO lax.-T] AUAY) IMLE TU,W T,, Il0. AS MWACWNy BY AyT4 xn. NEW mac' 0ry aR Lovu. RNATIVE LOCK FO USE IY/ !N IE 1 ONLY. `DIVNBTOTui narrow m Rn ma+ow 09Y5' Met. 1MUu8NfIN CYLWabt OR REY 1.3 10n LYMxDw ® HD LOCK BY RECENT HAROWME MORTISE uocxS SwRs 2333 NOOK BOLT LOCR. QUALIFIED FOR USE 1V/ HV B(AOE 1O@ C W d O"o di• B O QO _ c' ,9 r :I * y d' /: �� j * I 'OLSLATE �F R axon ntrzca uue �ENo, A S S A American Shutter Systems Ass0alatlan, Ina. 4268 WestroaantTo West Palm Beath, FL 33407 02017 FAStORN METAL SUPPLY, INC. T A�vTM Accordion Shutter System HV. MADE 81 W/..OR W/0 KV.'WNDON 9ADE TILUT TESTING k ENGINEERING COMPANY Ns3 Nw, Tau. tt, a. s31, vAwA OAwaq nmd Nl . F°.: (xislsxl-1sv w41CR A TIUIY.'A, RaMA L i a.In N, N OLD 15a OT/22 tY(as)no-um - V/ ��11�ILL11 cc 11 P.E.-EPA MAT1RA'%naw aAWING "!j No-F 7—T O / _..__ ; SHUTTER ASSEMBLY SCHEDULE FOR HV HV BLADE 1HV BLADE IAKV t(j)HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHWG V NYLON HAT WASHER HV WHEEL CARRIAGE MST 302-303 SERIES 0.870"x3/16' THICK NYLON WHEEL 0.188'0 AISl 302 SERIES SS. RIVETS © HV 1 3/4' ACCORDION PIN W/ g8 HEAD Y ® NV 2 3/4' ACCORDION PIN W/ 08 HEAD r ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IQ OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN UEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF EXTERIOR HV ACCORDION SYSTEM W/ HV lO OUT.. BLADE WHEN CORRESPONDING TO INSTALLATION "It". SHEET 7. ppeO (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER TYP:a SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. dA SHEET HEEL CARRIAGE n y1:TAll I k OOR ® i IyI: OOR ® I i it ® I I EXTERIOR NV PIK ©OR ([� AT ]OR suer's KNNCKIE (SEC NOTE - TOR REOUIRENENTS) #.RjEMB Y LAYOUT 01011 iRiEM. INC. ILTTC TILUT TESTING A ENGINEERING COMPANY ue! xW. Mw. tt a Ms M,I w R,Ix04. 11 IMm : 1:0.,Vn-I310 . rn : f.M]feT-ISII -mW nGcoOedtml [e-RmenR M4iN14 IY .N. PE rIOWW Gc 1 44167 gfor 1. PLYCARBONATSOURCEFOR 4 xe [-1 [ [T a[ C9[ KTII W M[ I.. d[0 PMmt54[Mon [M yM l A.S.S.A. American Shutter Systems Association, Inc. 4268 Weslroods OrWe West Palm Beach. FL 33407 0 MG. AWING No 17-107 ID k M1 p��ttttt�tt�trl�tTu�n�i��i'�� � tt�,r�n III T ILla�il����li I �L! I uIu..I�Ii�Y�sI��LILI� O O©© 0 0 0 0 0 1 0 0 0 0 0 O m I w�iw©. 7QwOw 10 .�� 10 •�w,�j• (3w�. j�Pjjw TYPICAL C7l HV BLADE SHUTTER ELEVATION N.T.S. cp' I Ml OF CORNER CEMERMATE 2 u u 6 M 4. NE W IOCK cr ® SHAH BE USED AT 1/2 OP SHUTTER SPµ fOfl ANY SPµ OF SHUTTER SPAR FOR SPANS UP TO 105•, µDFOR INSi DONB T ANY MAY BE USED AS µ INSIDE OR OUfSaE LOCK. ATTACMEO TO OR x 1/2- LONG FLAT HEAD SS. M5. LOGRON OF LOCK SNALL BE AS INOIGTFB-0N ALSO BE USED AT STACKING POSRION SHUTTER ELEVAnON. FLAT Y PURPOSES, UP TO M9 1N OF LOCKS 10 CENTEF lE3 e SPAR ODS B' MANeAMWCONDITIOONE HV LOG( ® er ® or ® SHALL BE USED AT 1/2 OF SHUFNER SPAN MR ANY SPAN OR 12- ABOVE OR BELOW 1 2 OF SHURER SPAN MR SPANS UP AND BB', D FOR INSTALIARONS. AT ANY R"ARON. HV LOCK 0 or P or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0 or @3.SYMMETRKX CPNTERMATES W (2) 1/4'-20 v 1/2' LONG MT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS ® W/ OR ® TOP AND BOTTOM IS COMPLETELY MPNGTORY. L• •L • 1L• • .D TO CENTERMATES OR W/ 1/4-P-20KI ABOVE AND BELOW :ONE ALTERNATE NO LACK© MAYBE MED W LOU OF HV LOCKS OR' ^ FOR ANY SPAN AND WSDllATIONS AT ANY EIF AnON. ALTE W HO LOCK ®NAY BE USED AS AN INSIDE OR OF 70 RONFORCFYENi INSERT AS SHOWN ONSE TONSOHOB-KH AND NOO-M. SHEET 10. LOCK MW OE IHSTN.LLOlATL5 YIOSPAN OR 12' MAMMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 0 R MMPLEMY OPTIONAL -'• •CEN.... V � m017 MUM. Wc, SF',.✓ 3 F? �L i NLLN TESTING m ENGINEERING COMPANY p AAR •]5f Nv. xe. sti. RI DCF. woos. Wore. ar Plwn.: (eDSMn-uw, F.. ro.: Lws)sn-um 'ss/ANAL EN��a'AtTA . IED A °RUXT 4, Pc P.E. SEALISICIN(fURE/DATE nm- AI' • 44147 A.S.S.A. American ShuNer Systems Association, Inc, 4268 Weslroeds Drive West Palm Beech, FL 33407 H.V. MADE #1 W/ OR WIG KV. WN1ON MADE V. M pbGpDpN 01R UMMM B1': LC il OID 15-085 ] 1] 1 OAR: O] 27/17 DRAWING No 17-107 ' SHEET ° 5 OF 20 "+ CONCRETE .WCNOM 17EE N2uN1MQw sl�l %! / YN:IYNC SCREWS (SEC SCNEMEE ON W/ 1/4'-20 (SEE SCNmUtE ON SNFfl 13) f n I / �• SNEfl 13) !R)IS o 12' O.C. • 12 w® EG t/UACMNCw3CREW5 S. , / •+` •• • 1/ Yin. f / , +—/ EO — L; f f IE DJ ' % J C O'0.•/r 7 �, • 13 a90• unv. / -i aPnaut l ' /+ - I `OPiIOfIAL IN SmILRvw aau[wsm 1 OR®* I � �I aA'E3mK Qg � I iUN. 6ERM 1 GI.ISS�r uw. 6FPuunml xo cus3 (sEES6iixxi ON SKEET 11) _ mN x0 cma; I (SEE SCKDmE ON SK I I) ISTNC I ! QA GUNS i BY WALL HEADER INSTALLATION BQ HV WALL HEADER INUA(1 ATION + KEYSTONE [X STNG aAs y, 9uM01 Lro GEA ($ I I I OR �� I uw. I 1 ��( ExrsnNc J EE SEPIRAIgiI 10 OIAS 6GNEDNIL DN SNEn 11) r w am _ I sEMLE O TO cu s 1 (6EE 6CNEOUIC ON SHEET 11) C1A56 � (% f � DlmoluE I I i I 1/4, NOL �� Ear 0 •f/`'• 1 No�•J f OMION4 i •�•' I = /Yp % —13 as Q 19 ' o EO - 12 w1�4 IH-o-xaa/•'ss. I EO EO TAM IJSI6MG ,f •• / IL mr,, IIL/ j.'��� CONCRETE MfC1KN5 % r 1©MI� MACwHINE SCRE%SIJ + p / P IH•-20 NUR O 12- O.C. SCHEOUIE �, / CONCRM ANCHORS (SEE SCHEDULE ON 1RU53 HEAD WCNME SCREWS PURRED CONGfl[)E� (6EE CONCRETE 610E^ ON 6NECl 13) 1 J /• / AR. 1 / PpMED CONCRETE SNEEf L3) CR CONCRETE BLOCK W/ 1/4•-70 NN6 0 12' O.C. 1 C MC ON ROOMED O' HV WALL SILLINSTALLATION (SEE SCRECUME RED roxeRETE 6HEET 14) OR CON"M BLOCK OH"ALL, SILLINSTALLATION NNfF rdt fONPM•TpN OF cGDDY6' WUL REOUWEO EO HV WALL SILL INSTALLATION I- SEE SHEET 4FOR TWIGL6MER • L O. - EOOE OISTAYCC INSTALLATION DETAILS W/ ASSELBtY IN MOUNTING T SUIT S CNI BE TION. Ep M NTT WAY TO SUIT Ari M EElASON. • sCF u nMNS Or USE MR (SEE SPECIDGWN6 ON SNECI 13) r 7rE '•' BUOE9a1 SHEET IS CD HV BLADE FLORIDA BUILDING CODE Non High Velocil Hurricane Zone •1sE S •' 1/- 01017 TRTEM M F ®2017 EASTERN MET& SUPPLY, MC. `� = ' 4 •• I L ERT TM A■S■S■A■ Accordion Shutter System HV. rintt d, W/ OR W/0 NV. Wt7naw annE ••, Y; TNLT TESTING & ENGINEERING COMPANY =_ X",•.,• p�� ,us Na xa American Shutter Systems N Assoalat)on, Ine, DanvnoR o rz NLN, er: Ec. a• a. xy LyIOML 4Nppq EIp1p, y, • Em>W I (sos}en-few , rev : (3os)m1-1331 �••S70NALE�„I'pE-mmW-WS vo cem I 4268 Wastrocds D64 7 West G(D 15-oes i 2 I w1u 07/27/17 GRAWINC No Palm Beoch, FL 53407 3 p+M MIEA A V=Y. PM • �7 17-1 O/ P.E. SFAL/SIGNATURE/DATE now' u` 44IS7 ' SHEET ° B OF 20 FWREO CONCRETE REQUIRED 7! / s s /I4P3/4- HEX HFM- MC SCRAMS O 9' O.C. 08 1/4 •-IO 1 PS. W/ NUT O 9' O.C. knE MCNORS SCHEDIRE ON SMFD 1W) OR I 9 —y°RL CONCRETE ANCHORS (SEE SCNEOULE ON SHED 14) as I 1 OR ®s I1�>�o]m ExlmNc� I j �� a , Nnam4® NIENUIE OR rLx�4aw".P44 I a Pvr ul i i i 9 F IMP " )CR EOCI.fION ' /I0a3/4' NEX wMNEN NEM 1FX SCREWS a IR' O.0 I (I OW S.J �v/: j f ' ,.• / /� Ph CONCRETE MCHORS - 6 • ' /Of. / `�////• EOF (SEE SCNCOULE ON SHEET !S) /. f E // /% , J I, /• / .' // IF N.FLICA f FIIIF+ / Beef of j �•fi/f SLN IiJ PPUCGhE if :JI/II/J.'. /.EA ` 2' 1 / ', 4f, / R / / /% �% / /RPUC48LE ! . - // j ' nr ' /� •f SLAB /' / / POURED f / � •'j .' /F� f /." ,, / C REIE . 0. CONCRETE MT HEAD CONCRETE ANCNgb WRVE ':auuuo _�` �� R n W HEM CONCRETE MCHOHS REOURED (SEE SCHEDULE ON SHEET 14) a E. D.- (SEE SCIEDuEE ON sort 14) Il TRENCH' INSTALLeTION III HV FLOOR ATION HV WALK —OVER IN�reI I eTION INSTALLATION t I DESIGN PRESSURE MnNG &'FOR SPANS PER SCHEDULE /3. SHEET 11 WNCREIE (SEE SCNE SHEET IS) 11/4' ' .. 1/2 17 O 8.00' ION / •1.• EA / 'I ]/w', ✓ I ]/B' , ' /POURED PPPUCIBtEKE / :� CONCRETE MCNOR9 SEE NOTE IJ(E) �1 cOxtn ISFH Swam ON SN¢T EHPS/4' I.H. SAS. O B' D.C. •• MIN. r ', • ••••' RT pla¢]C f ON 1 OR col OEM SIIRT !Q mum CONGRE NOTE ID(P) ON WED 1 �Y OtuL CPNCRETP0vAFO REOIORFD OR CCNCRSEE BLOLRL RECuwW OKINSTALLATION MQ ' KEYSTONE MOUNTING INCTAI I enpN RECORD) © HV WALL WALK —OVER INSTA! ATB]N mow]-+P t ROS B�oEPcu�µe-wwIu I- SEE SANER 4 FOR TYPICAL SNUREN NSSENtD." E. R EDGE DISU'UCE (SD SPEanwTgNS ON SHEET IS) t me INSEN Eov m BE RFNN'ABE[ Wr1EN P mm QPARMC ICENI OPEW➢lE EXn • BVLEGNIA40NNSMEDU19 WR NWN1w0 SECTO R- A6 CAN BE COCBINW w PNr wur ""'- _ INSTALLATION DETAILS W/ M HV BLADE to sort ANY 9 SOU VICIL 1I RA"e III T FLORIDA BLUM G CODE Hon High VelocityHurricane Zone \\\ "�.�CENS'•'•, ✓ F 9 0017 vIrECO, INC. m]CO EuiWN YDM SUPPLY, WG *` B �� g� C- A�S�S�A� Accordionhutter System ` Epp ,,/�� J}E "O 's l R TILLIT TESTING h ENGINEERING COMPAW American Shutter Systems HV. (LADE ®1 W/ OR W/0 HV. W M RUDE N aT®D� 'fin .,^[pp)pA_.• ' �/ \\\' ' B\ Association, Inc.I OLD I5-095 w![ M. Bp LC ZONAL PIwn.I fJo e7m1-haw, Po.: IS05)Bn-aJl a: ela61,9 m 4268 WesttaPas Oriva i EN6,,,11 .y"qn4 W-0.Tw West PDIm Beech, FL 33407 D DRAWING No „ MXEX�" 7 7 P c CCAi /Clcudnlvc/n.a RQROA Uu / /4197 OUT 4L NOIfS Ox IOCROV hVLSQ . MV ID3{9© w® ®a IN r/—rxrswaa ss INSTALLATIONS W1 1 HyBJD ,* E A. te BLADE W1 HV CENTERMATES CartERNAE3APPWOxgRHa40EQ a®a©•07 a BQa10 •®a OR ffi,ND WA I ONN TION ©rO r.©a©•0•®a rExrsnNa aAn 1 ' ®•�a©•®aOr®a — ------------------------------------------- i wo-ra NUu. I O•® ®-6-6-6 31/47 61/2 7. 6 O CONCRE2 T 61 Nlrr` )aE /10ilOC ML G6N. C T AT 5 5 CE E A E nD . PARAnox Ar EAcx Axc1E (rvv1 ' - W/ HV LOCK ar lO S - 5 `SEE6SCHE itE ®a * 35* IN I 3 * 3 ON — — — -- ------- 1 5 0 * 1 a®a©• 7OaOa10 •®a ® 1 w ® OUT ®. ID•®a©.®a®.®a HVA HVB HVC ®a -POUR Ncrs7EOR "®a10'®a O ----- ._— O Wmxcwwss Q. ® FC — — N ETE BLOCK 1Y LL '�'5Rl10 •®a�•®O1®•®a' - 1D• Da a EOV - - e a�.CILImlSx ,I CENT A ES * — — a — IN — ®: p©a�PO _®a �T P Y �— !+®® OPRONAL (SEE, SCHEDULE _------— 5 1AN SWP WN * INTERIOR ®•®a®•®al�•® ON 6UEET I1I t .I ON SHEET 11) fINiEAroR) L----- oUr --- ----- `coNCREE — - — Y 1 , ANCHORS 6 3 VARIES 3 ec ® OUT a 1/2' MAX. sucK HVD oUT (EAFR0.9' HVE HVF** FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone ,+ ............. ON17 XTECD.WD, 02017 WrERN NEI& SUPPLY, INC. - E A VTM HV A S A.S IL E C O LNG. ... Accordion Shutter System * . Ill"1 WilR W/O HV. WIM= RACE TILLD TE"NG & ENGINEERING COMPANY American Shutter SY$IBT! , H 0 M.d Dart oPM, I. Le A •'•., ki AY wse N•. Tew a. e. a7. waaA Omm1s, ncau .um Association, Inc. I Om 16-066 7/27/1 &M 07 27/17 ........ '-'-+�y vnww (amKn-Isw . ra : (»61an-lal 4268 Weslraads Drive a /+' q/17LY A Try11f West Palm Beach, FL 33407 DRAWING NoZIONAL ON ®I /I• 4. P.E. ' P.E. S5Z7I1/DNAURE/DATE HE7-'07 B OF 20 ALIERNATE INSTAL „„ MALE/FEMALE "T" LOCKS C TOIIATES 8 2 & LOCKERS w/ n Nv pl en_F SEE END CONNECTION DETAI a ON SHEETS 10 h 1B OUT MEE i'�'O61°`°"'IB4Y05Vp .s exu u uluwna DwrnD eutt0) Dnul roD.lna . fib^® ®" umr.DD ax� aPcl, No eaaan �nm ulmx. M t ©0 NV "T" LOCK __________________ HV "T" IN 0-20 a 1 1/2" 7/8"0 x 3/32" % -V—G* •el e C"17 TLTEW, WC. IL ECO TIWT TESTING & ENGINEERING COMPANY e,De xa x ( s•, Bu.xv c+,Dars, naaw v vne"• , DDs7e71-153In,a . F. "-nqk aNcoo•Nsem awen a. ILDRah I. De.. # 1,I57B) gar AwS.&A. American Shutter Systems Association, Inc. 4268 Westmads Drive West Palm Beach, FL 33407 —"R "'ft L PLY. INC. HIM4 TN Accordion Shutter System HV. SAX #1 W/ OR W/O N.V. VAtOav [u�E . N l 01N DMMI BI: LG I OLDD 15-08e-O85 DRAWING No 11 QQ. FOR INSTALLATIONS W/ MAXIMUM SHUTTER SPANS 'L+' CFNTFRMaTES ® & ® or or Y-" 1 (L) FOR VI/ ONE H.V. LOCK ® or ®ar �Q or LL INSTALLATIONS W/ HO LOCK ® W/ NO LOCKING RODS or ONE TV LGCK .or ® or CENTERMAI@ 280 29 W/ ONE W/ NO LOCKNG RODS )fli" LOCK 30 VI/TWO LOI©NG (SEE NOTES }, }}) RODS 35 TOP BOTTOM iNEE 55& CON & INSTAIIATIONS 0 s, CrI. A50. O[SGI CONCRETE & WOOD IN ISA V0401 P WALL MOUNIANO 1100R/Count: wALL uCLw10m I tllr=i W11rtINC — ° I. a�f & HaOR/cEUNG MoverIMG AXIMUM SHUTTER SPAN* "L+' R "L-" (ft.) INSTALLATIONS W & W/ ONE W LOCKS OR W/ NO LOCKING ODS (VAMD FOR MOONNRO(@ SHER )) CONCRETE A IICIOUH.lTI0N5 Iyny M1CCR/LNMND u6Vr,1tW a,l RWI 4L YL-W U IN l- 30 16'-0' 1 16'-0' 35 1S,-2' 16'-10' AO 1A'-2' IW-2- 45. I3'-R' 1 I4•-3- SO 12'-3' 13'-1' 55 11-1 IV-11' 0 10'-2' 10'-1" R'-5' NF-1' TO 6'-0' 9-O 75 6'-0' INSTALLATION LEGEND CONCRETE & MANSORY WOOD WALL A, B, C, D, E. M, N. 0. P. 0. MOUNTING F, K & L R. S. & V. FLOOR/CDLWG MOUNTING G, H. I. IT, J T. U. W & X & M 0 W%LIMN SNUFFER SPANN l+ OR 1 FOR WSTAEIATIONS Iwo WOOD SNAIL BE UMRED TO 105 OFF. ASD. DESIGN PRESSURE RARNG t HV CORNER CEN ERAIATE N MAY BE USED AT ALL MOUNTING INSNALLATON9. LOCKING SPECIFICATIONS SHAM BE AS INDICATED ON MANDATORY CONDITION /2 NOTE /5. SHEET & ttE PT THAT MAGNUM S TIGER SPUN 'L+' OR'L ' AND MNOLSPJ AS.O..OESING PRESSURE RATING MR WSTAMATCNS INTO COMPETE OR CONCRETE FLOCK SHALL BE LIMITED AS FOMLYIS: i- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 P.e.r. AND 8'-0' SPAN, SEE MOUNTING(g)ON SHEET ). SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 )'• HV BLADE FLORMA BI CZ17 THECA, INC. � A.S.S.A. TIWT TESTING & ENGINEERING COMPANY American Shutter Systems W&I M-. xlL se. MA SGL Wemm cams, ,arm, N.. Association, Inc. Play , (30 71-I5T0 . FRA : (Inhal-Ivl 4268 Westroads Drive -'"°& N'aC0Opp1AW^ LB-CWG)19 West Palm Beach, FL 33407 W&TER A Tat .N. P£ Match IX 1 44167 (1) L+: MA21MOM ALLOWABLE SPµ FOR A GNEN PO&TNE &S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE &S.D. DESGI PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAGNUM SPAN FOR WALL MOUNTWOS CTOP/BOROM) OR FLOOR/CEIUNG GIVEN A POSITIVE ASD. DESIGN PRESSURE RATING, DETERMINE MAKRIUM SPAN la FROM SCHEDULE GIVEN A NEGATIVE &S.D. TIMOR PRESSURE RATING, DETERMINE YAaMUM SPAN 'L- FROM Sa1EDULE. FINAL MAKIMUM ALLOWABLE SPAN IS DOUR. TO THE H NIMUM DETERMINED SPAN BETWEEN "L+' AND -L '. (3) PROCEDURE TO DETERMNE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/CDUNG MOUNTINGS: FOR A GIVEN POSRIVE AS.D. DOSCH PRESSURE RATING DETERMINE: L1+. NAK, SPAN FOR WALL MOUNTING. INSIALIATIONS. LL+- MAIL SPAN FOR FLOOR/CGUNG MOUNTING IFIsrALunoxs. MR A GIVEN NEGATIVE &S.D. DESIGN PRESSURE RATING: DETERMWC LI JoUL SPAN FOR WALL MOUNTING INSTALLATIONS- U-- MAL SPAN FOR BOOR/CVUNG MXTvRNG INSTALLATIONS. nAA- MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 'LI+', 'U+'. 11= AND 'U-' R SCHEDULE \NTH FINAL MAKMUM AND NEGATIVE A.S.D. DESGN TO DETERMINE MAMMUM ANCHOR PASTERN METAL SUPPLY, ING ERT ,M lion Shutter Systl I/ OR W/O RV. 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LENS•'.•.✓9__ > * i //� •I 'A• ; g `..�,e^`••F[OgIOP:��1�,A11 (SIB,_• •' ,E'D P.E. 5 1\{E' OATS IL ECOINa. TIWT TESTING & ENGINEERING COMPANY wss xx. Rw s- IN sat YeoNA a 6- Balms m1e I (aospn-Ism , re. ; (msg71-1e3, -„"a.1a,aoolsam MNlGA1W1"187 R01d0.` � I u1eT A.S.SI.A. American Sh UMer Systems Aa9oclatlonl Inc. 4268 Westroads Driv6 West Palm Beach, FL 33407 KY I e s A s. e OR W/O KV. AWING No 17-10 1EET 2n nr t c 1 •