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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online ° r e r BOS Home I Log In I User Registration j Hot Topic Submit Surcharge Stats & Facts Publications Gonad Us BQS SRe Map Links Search b Fonda c pr � k PApproval USER: ER: Pub Public User SCANNED r BY Product Aooroval Menu> Produd or Application Search>Application ❑st> Applimban Detail St. Lucie County FL # FL389-R9 Application Type Revision RECEIVED Code Version 2017 Application Status Approved AUG 0 2 ' 119 Comments ST. Lucie County, Permitting Archived 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 BIII Feeley lrodriguez@easternmetal.com REVIEWED FOR Technical Representative CODE COMPLIANCE Address/Phone/Email ST. LUCIE COUNTY Quality Assurance Representative BOCC Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received 1 Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. File CO1Py Evaluation Report 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. 9 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-(!). 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 https:/Moddabuilding.org/pr/pr_app_dtl.aspx7param=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 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 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 SYSTEM.PDF Verified By: American Test Lab of South Florida Inc Created by Independent Third Party: Yes Evaluation Reports Third Party: Yes 389.2 I 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 HV1 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 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 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 NeM Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Pence is an AA/EEO employer. Copyright 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 mail to this entity. 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 win 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 hem . Product Approval Accepts: https://floridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%3d 213 I' BEFM H.V. ACCORDION SHUTER SYSTEM SHOWN ON ME PRODUCT EVAVAIIQN MOMENT OF ME ACCORDANCE (PLD.) fY9 BEEH YFAIFDII MR CpyPUNICIN ACCORDANCE WRH ME 2p1) (BU EJ]IDON) RORIM BUDDING CODE THUS ACCORDION SHUTHR BYSEAI SMALL. NOT BE NSGLLM AT NIGH VELOCITY HE%) iE )ONES. OE51GN MND LD4D5 S4L. BE DEn7FA"RED AS PER SECTION '"0 OF ME ABPIE MENTIONED GOD& FOR A BASK: WINO WEED REGUNED BY ME JIMED CTION M M SHUNBR wRL OE W BRCS 1 MH A 15. 19 & 20. FA "RED K4�0.85, Me MOT 7-10 ARID SHALL NOT TILTED ME WMUmU (AS.O.) DESIGN MUDERNE MRNGS INDICATED ON SLEETS Il MRII li, 19 d< 20. IN ORDER To KRN ME Al CONDITION, ULTIUATE DESIGN MUD'MIMS DETERMINED PER ASCE 7-10 SNAL BE MET REDUCED TO ASD. LESION WIND LOADS BY MULTIPLYING MOM V 0.6 W ORDERIO CWPARE THESE W/ UAY, (ASD) OEUM PRESSURE TUTWGS INDICATED ON SMEEIS 11 MRU 11. IO N yp, W ORDER TO YWDY TINT C018N1FHi5 µD ARONORS ON MIS PED., AS TESTED. WINE NOT 012R STRESSED. A W 2 INCREASE IN ALLOWABLE SIRES$ FOR MAD LOADS WAS NOE USE, W MU, ANALYSIS, NOMEYER, A ME, DURATION FACTOR Cl MAS USED I'M 4pdHCATION OF FASTENERS'W MOOD. BEMMA NV. ACCORDION SRRTER SSTRI'S ADEQUACY MR NRID AND LARGE UISSDE Wl LOAD HAS BEEN MIMED W ACCORDANCE WRH 10N 1809.1.2 OF THEN ABOVE MEWIONEO CODE AS PERAn REPORTS: Sft1 -tW BUGE 0 /0214.01-03, /0715AI-Ol, 0004D1-0, /121441-05, 10317.02-04 /0802l AND 10210.01-11 AS PER TM-201. AS-202 AND TAS-203 PROTOCOLS µe ASY E-1880 AND E-1996 STANDARDS (M155RE LEREL D, MD ZONES 1, 2 A 3) A #1220.01-10 AS PER TAS 201. 203.M 20 PROTOCOLS WAGE MISSLE -W WINDOW BLADE m 10505.01-09 9 PER ASIM E-1088 AND E-1995 (MISSILE LEVEL D. MUM ZONES 1. 2. 3) BASIC PROTECTION ONLY AND 1 07230I-68 AS PER TAS 2W PROTOCOL 2, W El µe W MNOOW RUDE ® AW ENGINEERED TO WORK W UNISON WAIN EACH OMER UNDER ME GENERAL UURARONS AND CONDRIONS OF USE INDICATED ON SHEET 19 & BERRN. N.V. FCCUMON HNS (W SCREWS), USED AT SADES KNUCKLE µD FOR DIRECT MOUNT LVNISCMN TO TRACKS SIWL BE /14A2.75• µU /14aL19• RESPECTIl 410-W UNINUY SUNLESSSERIES STEEL MM IMO W WAND STRENGTH D IN W TFNSLE SIIEENUM, PM SHALL BE COATED W, EERRa W O,OUGSK,LD CO Me SYSTEM AS YANuiACNRED W COATING APR TML REG STEREO M11H AuER l BNURER SYSTEMS A550CWTON MINE wDEF al ME HV MAl ON WR HE10. ,UM SEW 4. ALL ,ALUMUUY EIRNUSIWS S/AL BE AWYWW ASSDEAUM N ALLAY AND MINOR AS INDICATED ON, SHEETS 2 AND 3. MUSIUM WED STFP40 H MR 8083-T8 Al IS SOLO WT µ, 35,7 W PER sell Al 5, AL SCREWS TO BE VANLESS STEEL 304 OR 316 AS SERIFS OR CCRRDVDN RESISTANT COATED CARBON STEELµ PER DW 5001E WITH SO til YIN. HELD STRENGTH AND 00 w URN. TENSILE SRPTRGM. AND SWL COURY W/ ROAIM MMW CODE SECTOR 241133.4, E DOM TO BE ASTM A-307 GALVMN2E3 STEEL, OR AS 304 OR 315 SINES. SM0l STEEL MI, 35 AIL YIMMUN ANEW STRWGM, 7. SEE ME FOLLCUNG SUEDE TOR MINOR SPECIFICUION4 W BLADE Q : 12,13,14.15 AND 20 W BODE Q M p MOVING W UNISON: 12. 13 A 15 S. MIS BERIIU, ILV. ACCORDION SHUTTER SYSTEM BEARS A UA PATENT /B779,582. COUPONENTS OF THIS APPRDVA µE COVERED, W MIME OR IN PART BY UA. PATENT JV450179 HSSl TD EASTERN METAL SUPRY, NC. 9' IT SPILL BE ME RESPONSIBNTY OF ME CONTRACTOR TO VERIFY ME SOUNGNESS OF ME STRUCTURE WHERE SRUMER IS TO BE AMORE, TO INSURE PROPER µCHORALE CONTRACTOR TO SCAL/CAAK AL SNTIEA MUMMERY EDGES WON RFMNK MRU FASTENING IN CONTINUOUS CONTACT WAIN ME BUILDING TO PREVENT WNR/UUN INTRUSION.. 1O. EACH UNIT UUST BOW PERMANENT RAEL N.A %S PLACE WM WN00NG NOTE: OURNO MINES OF HU'Rel WµNINOS "WE MCA. RENNIN!, OR OTHERS, UUV PROPERLY CLOSE Al IA' µD KID CFMFJNLUES µD ENGALi OR l0a( ALL W µ0 ND IDCN$. II. SHIFTER WMFAENRFR'S LABEL SUA1 BE LOCATED ON A REµ1Y NSELE LOCATION AT ACCORDION SHINIER N ACCORDANCE MM SECIIDN 170 .9.3 OF F,MGA SMOUG CODE ONE LIBEL SHALL. BE PLACED FOR EVENT OPENING ABENG TO COMPLY MM SECTOR 1709.9.2 OF ME FLORIDA BUDDING GPoE 12. MMI nV A MMKN SIUUM BT91EN'S RETALIATION SHRILL COUPLY MGM SMOGS WDMAIED RI MIS ORAMNG PLUS ANY Ml 94D ZONING REWUTENS PRCIDED BY ME JURISDICTION WHORE PSMR IS.MPUED T0. 13. (a) MS P.EO PREPARED BY ME ENGIIEER IS GENETIC AND TOM NOT PROIIDE INFORMATION FOR A SW SPECIFIC PROJECT i.e. MERE ME SIZE CONDITION$ UEVMTE FROM ME ,ED. (e) CONRACTOU TO BE ATEM RSELE FOR ME SELECTION, PURMUSE AND IMTNU110N NAUDNG LIFE SIREN OF ME PR e"T" BASED ON ME F£.D.. PROVIDED HE/SHE GOES NOT DENATE FAIN ME CONUIIIoms OWVIFD ON MIS DOCUMENT. CWSUI)l SAFETY AT SDE IS ME CONTRACTOR'S PE3POFLSBRRY. (G) MIS PEE WDL BE CONSIDERED IWAYI IF ALTERED BY ANY MUM, iREvEd.srmcMFQa ME P�Fmu�E of ME PLEA BY OF RE REGISTEREDENGINEERASAA oEEOUTTEDEQEmURLEER TAD BECOMEWE P o E,NMU EOF l RECORD DMrTo W. FOR ME LAUERR ME SIDES SPECIFIC FOR REN W. (a) ORIGINAL P.E.D. SHALL BEAR ME OATE AND ORIGINAL SENT AND SCNAWRE OF ME PROFESSIONAL ENGINEER OF RECORD THAT PAWAED R, GENERAL NOTES SHUT 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE D Ml DUAL AREA. 2• HW RLAO (♦) AND NW WINDOW SHEET 4 BLADE I% fAl APPI I AR E) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET S INVAUARON DETAILS A-F, CONCRETE/BLOCK SHEEP 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENIERWTE DETMS W SLEET B CENIERYATE ALTERNATING DRABS IN SHEET 9 END CONNECTION DETAILS 1-0. CONCRRE/BLOCK SHEEP 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHWIAE- CONCRETE & BLOCK SWEET 13 ARMOR SCHEDULE- CONCRETE A BLOCK SST 14 ANCHOR SCHEDULE- WOOD SHEEP 15 INSTALLATION DETAILS M-R, WOOD SHEET 18 WSTALIATION OETALS S-X, Woo SUM 17 END CONNECTION OETALS 7-12 4 X, WOOD SKEET IS AR A l: NW WINDOW III ADE 0 ONLY TYPICAL SHUTTER ELEVATIM SHEET 19 AREA 41 HV WINDOW RI An (I) ONLY NSFALURON DUALS. MIN. STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN. THE STATE OF FLORIDA P 4 ............ I/ i 0201] AIECO, NO 02017 EVREAN TURN. SUPPLY. INC. a 1�a CENSF`:�9' ER VTu A S S A Accordion Shutter System 1 IL ECOL.a. Y T iE,6� + Kv. MADE g1 W/ OR W/o N.V. WINIM MADE �fE TILLLT TESTING & ENGINEERING COMPANY American ShUl SystemsylmpN wrt o ax et e t SIP:'�++ Al N... wa, s1. M. �.4PmNA Deese, Rwm, v, Assaclation, Inc. 1 AD Is-a95 /n/I aA1D DT/v n (M)m1-,mo . Fa.: (AmMII-,ssl 4268 We9lFoods 06" a I•....... I ® �,a'I"" West PDIM Beach, FL 33407 D DRAWING No ORRICE• ,a WATHR A el 1, P.O. 17-107 P F CT•aAdGIRNLYuor melt FLORIDA La. 0 44167 1DHV SOLID GLAD COVEREO UNDER US PATENT R5458179 OF USE OF BLADE- ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ HV •� 1.91) 1 6 570 1.660' 0 11 IEIED FOR IUSE W/ MV S HADR BLADE 1 ONLY, SEE SECTIONS FOR TEMPER 6063-T6 ALLOY AND 1[MPCR 1mL %MN Y MNI r r 9.Dex• 1! SIDE ANGLE Ec OLLAILIFIED FOR USE W/ HV p� All, V 3OHV UNIVERSAL FI OATER QUALIFIED FOR USE W/ HV BLADED 6006-15 ALLOY AND TEMPER VAg6 Q, aw C IA• 070 i�' HV HEADER/ALL OUALIFlEO FOR USE W/ HV BLADEP1 ONL 606]-i6 ALLO AND TEMPE ALUMINUM ANGLES OUALIFED FO(($$��,, USEiW/ HV SLADEON 6063--TT66 ALLOY ANDYTEMPER (a)&FIEO FOR Uff W hV BLADE 1 LL 6063-TS AOY TEMPER_ 8O HV WALK —OVER TRACK OUALIFlED FOR U11V ((y�))E W/ BLAD 6063-T6 ALLOYE19 TEMPER TI T2 1/6• 1/a'0.192' WV� 0.192•AN' 0.190- .139- 0.131• O5 HV 90*/180' STARTER OUAunED&R USE W/ HV BLADE 6963-T6 ALLOY AND TEMPER B96' a.x 8 12 .920 O9 HV TRENCH TRACK QUADFlLA FOR USE . HV 'BLADE (D ONLY. 1® HV RAINGUARD OVAUFlED FOR UjE W/ HV 6063-TG BLLO EA(F1 )D TEMPER. j11• A\]--- ,.(v/. = ............ moll mIEeO, INC. 0, CM17 EASTERN METAPPLY, INC. SUPPLY,, ER A VTM LL. c F . x ' iTTco ASSA r ■ ■ ■ Accordion Shutter System x , iT ��♦_j Y/ j * f AmaflCan ShuNer Sy910Te HV. 9ADE dl W/ GN W/0 HV. VAPDD,Y LantE TIWT TESTING A ENGINEERING COMPANY n, N Dcrcmmax "IT wuwN 9n Lm � O TA OF i , wsa xa. )eu. A s xL xNcnu 9:R90n. Area, 9I1¢ PNm.: (_as)er1-1v0 , r♦r. (mf)e>1-u31 A9soclallcn, Inc. 4268 Weslrootl9 Drive 1 OLD 15-095 ) 27/1 GLR] 07/2717 / 2 E DRAWING No •tfLL•'••�RIOA (�,a4♦LLd V/O Wy�e710 n4RP TOUT west Pal... 9each, R 3]907 ♦ re•,•• Ft y\ j111 P c�•Rf1,i hYrA6S1I/dc/nATr A 11 P.L. r1DR0A W. 1 441P ' 7-1 07 nrwh .1]Y NN! fR01R aLyA1pN �7 LOCKER FOR "T" LOCK LKIWeTr OUALIFIED FOR USE W/ NV BLADE fI)ONLY 6063-76 ALLOY AND TEMPER 1.91 on 211• m .g BAD S n a �ULIALIFIEO FOR USE Y2/ HV BLADE 1 ON�LYIE 6063-T5 Al AND TEMPER QUALIFIED FOR USE W/ NV 81140E I & A QVALIHD CENT 6063-T6 ALLOY AND TEMPER 6FIED F( � �MIIHSOIIK — IS' ® LOCKING RODS $ OVALIFIED FOR USE W/ HV BlAOEQ 3)9K fi0fi3-TB ALLOY prvD ,[MPEP HV�"%B-0-1 S A( 00ALIFIEO FOR USE V2/ NV BLADE 1 ONLY 6063-TG ALLOY ANO T[MPER 3.151 z; n d uunn nncc������cc . OVAL3flEp FORll1U5E V!/ E BLADE 1 k 1� 6063-T6 ALLOY 0 TEMPER Al/2- 1H'° QUALIFIED FOR USE VI/ HV BLADE Q c1017 Fence, s+G 1? ILEC O * ; TILLIT TESTING k ENGINEERING COMPANY C,SK af4 ne xu SI. w..ml :umW 6t®p4. nwa ]] Pmmn : 1]aa)en-U]p . m.: rwlml-L]. uc E M19 InFLLLO C GSr *1W ]l6 8P/59 LY41WiCN L � wL°I ( IoaOK °IARaI ® HV LOCK ® HV MESS LOCK ' QUALIFIED 0 ONLY NV QUAL61E0,[OR us E W/ HV BLADE ea � ONLY. 250' 00. SSSIIB- PIASTIC xFAD " J 2 • MOlDEO !0 L4 SCREW pn ]60" AFTER RNflLVG 1/4"9-20 x 3/4" BEFORE RNLTNG S.S TH MBSCREW 1/4"0-20 RIVNUT* a r]RSwer µDarl-I wq m sXAF "uaccR.PNe 1 0 112% AS RM OF AveL maw. PATVPCN. rn ivocr o)a]r m [aurl ® HV "TOSK ® HV ALTERNATIVE LOCK W/ WBLADE FOR USE QVNIa FO USE 1V/ NV EFOE OI ONLY. IAOE 8NV ONLY. O9)5' Me 1 .125' No, Trluupr CRaR KELA KEY 1. Wn LYMNDDi (R HD LOCK BY REGENT HARDWARE NORRISE l�O[5 SERIES 2333 HOOK BOLT LOCK. QUAUFIED FOR USE LY/ NV BLADE fO@ 0 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroods Drive West Palm Beach. FL 33407 ""AL wmy. MC. RTN ,U Accordion Shutter System ftV*.AEE d1 W/OR W/O HV. VANDOH BLAZE°rSCKVIIMr /7 OWPH BY LC.OLD t5-p65 T/2/ ITG 07 ]7 tl DRAWING No q �/—�0/ SHUTTER ASSEMBLY S EDU E FOR HV M HV 10 HV BLADE I ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING l•Y HV NYLON HAT WASHER 4� HV WHEEL CARRIAGE AISI 302-303 SERIES e.870"x3/I6" THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S',S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ t♦8 HEAD © HV 2 3/4' ACCORDION PIN W/ #8 HEAD t ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) HV PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF c7 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF tIV ACCORDION. SYSTEM W/ HV IQ BLADE WHEN CORRESPONDING TO INSTALLATION 'II', SHEET 7. (3) HV PIN 0 OR ® W/ 1/2" O.D. 1/16' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET @ 02017 IM1IE40, INC. I L TILUT TESTING a ENGINEERING COMPANY A.. A- I.. Rk %P WRNS, nop 3! Ma.a :.0051871-1= . F.. - nme t)_Laq WYRR A IIW) J,. PF. P.E. SFAL/SIGNATURE/DATE I naeR, u 1 44187 eLAOE'9 KNUCKLE (Dfl EXTERIOR AI825• BIAaE .0835' uD� a839 839' POLVCAFBONATE IMPACT RESISTANT HV WINDOWI BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV —STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEAN 103 RESIN (SEE NOTE "I'" ON SHEET 19), POLYCARSONATE SOURCES FOR O4 ntxA�rlmrtmxs NNFex .,.•" xuvKl u<..m,w mq. 4 I1uKd. SAtPM P4t01 srasrk� Mn.Ofp ROU m!n' oLq wd NR1L )1fID lIMAtlI ASIN GS]! TAW pLL 0.EW ALL IY'YIW3 HT1fi1X Fl IYu 61Y p)W 1)yq 6LL 1>.W PLL I1a40.'L IgFLY] IAIY NW ].ODW p)4 Y].40 p4 ,mlm® aw C]IY.mM le rcr/. n rtyn =DfK C49N AYA1 NM] e)3 x !A]x wi RVC W WMMO ISN 11r35 PI qAA C-1 MR mrlpNW e5N D1B71 IOW'f pWY ffidffielSi b5fY 01!! )R+81t 6tRfNl Kri UI OM) >u ]Gp wi )el'YL 6149 Pn MAT 6.1V Sawmo ASIV W MCI v.l E9W Yb A.S.S.A. AmeHaan Shutter Systems Assoclallon. Inc. 4268 Westroods Drive West Palm Beach, FL 33407 Hurricane AWING No 17-107 Itttttttttlrnn I'I • l �_ I�Y�Y�SI��t1i7�7.✓•�il�s��� s11; Q' Q' ©' ©' Q' Q' Q. Q• Q. Q. Q. Q. Q. ©� Q. m' I 10•�w�J•�G'MJ °" 11��51•.N,.ww�• V.�w�B ' �'�'3'w Q•®w Q9•®aT9•�Bw1�1•� TYPICAL In HHV BLADE SHUTTER ELEVATION N.T.S. OF CORNER CENTERMATE HE HV LOCK cr ® SHALL BE USED AT 1/2 OF SHUTTER Spµ FOR ANY SPAN OF SHUTTER SPA4. FOR S0, UP TO 105', µ0 FOR WSi,1LL�DONS T AJO' MAY BE USED ASµ INSIDE OR OUfSOE LOCK, ATACNEO TO �y OR I • 1/2' LONG FIAT HEAD'S.S.. M.S. LOCATION OF LOCK SHALL BE A5 INOICATEa-ON )USIR R FOR SECUNRY ,,Lm 5E,7 UP TTO IMO MV USED /S µ WSIDE OR OUTSIDE LOCK. CONNECTON OF LOCKS TO CiNIERWIES lS INDi A 'ON TYPICAL SHUTTER ELEVATION, 4uiRw qI MIDiII:M'E POSITION, BUT MAY BE USED IF 0 IREO TO ENHANCE POSITION 8014 RRIC N LOOSITI RODS OR µ ALTERNATIVE OEVICE MAY ALSO BE USED AT STACKING POSR70N (NON HURRICANE POSITION). A• '.ONE NV LOCK S BE USEp AT CORNER ANY SPAN µp INSGLUADNS AT XAIk-B UMMIDE OR WSIDE LOCK, ID TO �S CORNER CENTERNATE W/T2) 1/4 0-20 x 1/2' LONG FLAT HEAD SS, MS TWO LOCKING RODS gj'' AT TOP h B OM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAYHUM SHUTTER SPAN SHALL. BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. n xclmn KVA, 5KEET e. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAT! OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. S. MANDARIN CONDRION 13 MR uF. •0 ^^'G ONE W LOCK or BE USED AT 1/2 OF SHUTTER VAN i0R ANY SPAN OR 12' ABOVE OR BELOW 1 2 Of SHUTTER SPAN FOR SPANS UP TO Or. MO FOR INSTALLATIONS. AT ANY ELEVATION. W LOCK @ or Q or g MAY SH USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHED TO 0. or ®.SYMMETRICAL CENTERNATES W/ (2} 1/A'-20 A I/2' LONG IN DECO S.B. M.S. LOCATION OF LOCK SHALL BE AS INDICTED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS I W/ S. OR 0 TOP µO BOTTOM IS COMPLETELY MANDATORY. AA x• x Lx A BE •NOTES ON HD LOCKS & CENTERMATES: 1 xD IOtK Il�Sw/ ND mmnu - (l pT` ONE ALTERNATE NO LOCK Q WME USED W LIEU OF Iry LOCKS OR FOR ANY SPANANR IN5TAl1ATI016 AT ANY E�LVA11M. ALTERNATE HO LOCK ® WY Ge usa, AS AN INSIDE OR: W151Q9..�� LOCK. ATACHMEMT OF HD LOCK [[ii��TO @ 15 YY/ ] FB x 3/6' F.H. SS.M.6. µe INCLUDES REWFORCEMENi INSENT 6 AS SHOWN ON SECTIONS HDB-IN�µD HOC-HVC, SHEET Ia. LOCK WY BE INSTALLW AT MIGSPNL OR 12' MAXIMUM MOW OR ABOVE'MIDSPµ; USE OF LOCKING RODS @1 IS COMPLETELY OPTIONAL ,EOfl ILLTECa. WC. > IL_I�ECO *; TILLITI,-, TESTING N ENGINEERING COMPANY u].I N«, leu. s.. n.. ]Dl. xer. aur� aww z �} Plwnr : (]0.5j9)1-19J0. Io.: (lASfeT-IfT wS Aw&Aw American Shutter Systems Association, Inc. 426B Westroaes Dr," West Palm Beech. FL 33409 KV. AWING No 17-10 POURDO POURED me ANCHORS (SEE SCHEDULE N CONCRETE CONCRETE REOUwED SNFET 13) AEC UwED CONCRETE ANCHORS /j l r 1©18 F a WE Car u.Tu.00N SHrGi 71 (EYE SCNWULC ON SHEET 13) �. j ,. •'l 2OtI4 l i Min. D ED W116Ni/4'-M 1/E / RM a 12' O.C. .230• f E � W QA HV WALL HEADER INSTA �- t-E— I.L. @ HV WALL HEADER INSTALLATION BU HV WALL HEADER INM ATION + KEYSTONE VOTING; I i I Uw..SEOAWTIOH TO %ASS TP Gus au I I 1 OR 1 1 ENeTOJG �—� SNEa D.c an SHFEi II) �r 1 L, SoaDEE M 9YEr w, AIDE. CHEDSUPINUa OO TO GLASS 1 (SEE scHEou¢ ON SHEET n) cuss iil ` •' f OPf10N.LL 1/{• MDv. Imo. , ?---- / K. Ea 1 CONCRETE ANNGwS J ! l / 1' I/{ RO H'UR D 1S' OC. SEE SCHEDULE ON T SS MEM &ITS E SCREWS POURED RETEa (SEE RCHEWtE tlN sHEE1 IS) Nln. an CONCAUVE ETE SHEET 1J) W/ 1/Y'-EO NUIS a n' D.C. CONCRETE &aCl( / OR CONCMtE aLOCN W REauwctl Q HV WALL SILL INSTALLATION 't (SEE S NMULE ONs REawREo RED CONOIETE SHEET 14) Q HV WA 1 INSTALLATION gR'CONCACTE eLON wAu REWl Q HV WALL SILL INSTALLATION 11-SESEIT MNI INSTALLATION DETAILS W/ I- SEE SHEET s FO •E.D.. EDGE GuANCEYOUxNNa SECI:ED (SEE SPECIFICAPONS AN SHEET 1a) qU E 1�AOHHSHUT 19 OF USE FORHV BLADE w ANY WAY TO SUN. F ELE FLORIM BU1lDING CODE Hon Nigh VelocltY Huwcane Zone ENS,`% V? CN aE61T TR1LEc. INC. 02017 FAs1ERN METAL SUPPLY. INC. aA T ER 4 A■S'■S■A■ Accordion Shutter System II L� E O t- HV. HIDE p1 W/ ON W/0 N.V. WINDOW BADE T American Shutter Systems w. N DECDwrnDH r 4r AC TILUT TESTING & ENGINEERING COMPANY Aa —I II LE. '- "4{w''•:�ORIDr`:'.a4A�1{1 'e]la.Nw. a4. 36 ;A As. UUM 4AUDS, ADISa Association, Inc. I qLD 13-0e5 7 T u DATE: 01 17 PI I (303)an-TS30, F. : (305)871-1a31 4268 Wastmods Drive R 0I.a&IIA. West DRAWING Noa imeoc, > V. A m.m 1 KIL 17-1 0% RE.'SFAL/SIGNATURE/DATE n..M M, t 44107 a SHEEP 8 OF 0 FOURED CGM1CXIIE ANCHORS CONCRETE (SEE SCNzGvuE ON sovET 13) REWRED 1 1 j ' l 1 aR aR 15 EXISTING I CUSS-1 II w0RIDoor DSO G 9.�mtl[Q 1 0 04 I © HV CEILING INSTALLATION " � O iER9RxC � CVSS + ,• D e Q 114.3/a• HER HEAD f I mOla I l 1 OR ®� i I I YNa1FIRaeN SofD4[ FYIP.S�I/ING�I I L moA.v I oEo 19m� j W6VMwM i192 ,{ �. 9.•mm�Qy �w � 9 I Kl[NYTE ANCXOR "') 11 E%a11NG� EDceTwn I Goss 1 a/e lox TER D.C.Ews D 12. O. CONCRETE (SEE SCHEODUE W SHEET IJ) MPUCMU ME or i.MARV MPJGBIEUB ," APPLE , " /' / r'/" A CO, 0 MURED MT HEN, CONCRETE ANCHORS RREEQUIR�ED (SEE S CDULE 00 SHEET 14) U. E D.• MT NFKO COIwRETE ANGITORS (SEE SWEOULE ON SKEET 14) Il TRENCH INSTALLATIM IQ HV FLOOR INSTALLATION eTION t WALK —OVER INSTALLATION AUD ONLY FOR UP To ♦70. -75 PSF A D. DESIGN PRESSURE MRNG k FOR SPANS PER SCHEDULE /], SHEET 11 v.D TER SCREWS O 9. &C. W/ NUT O 9" D.C. I (SEE SCHMUE ON y / - _ 6 .O S/5. 0019 J/OH C. /' i E• • •. ' �/� 'IRwc 1/M1/�M�nm I SHEET IQ A 1�2 - !I . FOCE Of 17 w, 18 1/2• 1• to �11 2.W- MIN %� w , 611XKIII / n 't T/e I J/e• /,! !'" // r/ MPUCMIE / to 014a/4• F.N. S.D.9 MIN. . r F.tl * P NCRTE moms SF.E NOTE 1](NI k O A• O.C. CONCH (SIRE BWEWLE ON ON WET 1 OR CONCRETE OCK WIM 14) POURED, CONCRETE NOTE U(b) ON SNEfl1REWIRED OR CONCRETE BLOCK CRIVITK REQUIRED NALCURED O KEYSTONE MOUN © HV WALL WALK -OVER INSTALLATION "uu��µPe �•a: IE H 0 t ttl1E 1- SEC SNER 4 FOR TYRCA. 9HUnfA • E. D. - EDEE OSTM'CE (SEE SPCCRIGTbNS W SHEET I]) t THrs 0MAJAPON sNUL BE RCUGVRREE WHEN PERFORMED OR FNIRJNCEAN OPLMBtC CRIT SE EE aAON MEONS ET M MR �°OUN 2- MOUNTING SECRONS bJ, BE COMBINED INSTALLATION DETAILS W/ 1D HV BLADE IN ANY WAY TO SUIT ANY IN$ADADGM' ,1,1' A A. i "'-�,. RORRIOh DUIIDING FADE Non High Velocity Hurricane Zone ,al ; • `V6ENSF., 02017 MOM WO W2017 EMMERN UETAL SUPPLY, MM '• *a IL� �+ A■S■S■A■ TM Accordion Shutter System o) Shutter erWINS st>E 19ps., o' ,(� + NLLR TESTING a ENGINEERING COMPANY American Shutter systems Nv. ■ncE w/ OR r, x OnGI.Dox D,IE muw�, e.: Ea. O P �JQp`' aa2s x.W. aa'n aE, sI. va, N.aN. mmva. A,ORd A14 AasoDlatian, Inc. , oED is -Des J/2T/n uT0 of -_'� .• P.. I t!1063871-1Em . A..: (J9)8T-i Ul 4268 Vlaetroads Drive 2 v n mg { West Palm Beach, FL 33407 a DRAW NC No rgAA./•P 'M0.T@ ALWT Jr. P.E. CC eC• . Jclneun me Jn,m EEOROK Ik. E 44167 • "...�.-. QUT NN NiEWJOE H! LGp(®LLY SNtti 5. IN T DOERINGGlAss INSTALLATIONS W1 1 HV 9/DE SIAaf pETµ NYN IS if B EOe ELL 1 1rf BLADE W HV CENTERMATES UNIfxWTES MPNGRON wGN BIME(]i OR I;E NDONN r°°srlNc cuss OETAIL—e 10 & iO ----------.--' —O— —— wo-TO ]Ri 31/4• • ® ®B In• T waa1�M TO Oktotrz 1n• T e L1n If FK(IRgP//J:GLoIlErau(hl D) II adr3•g1,G- lY®@O GGAIp ES JAIVFull UNGM. x w �I 5 I-,�•��'E, /�-y I q, ��, (SEE SCNE E ® • 1 35 * I 1(i(JJ7 ON =Hwit IN - — U `O-® a "O' '-®m® ©m®m©•O7 m8pm,o •®m ® 1 - OUTS OR O'® O O CY' HVB O a®m mO 10 ®m HVC -FOUR ONCREIE 6 7 m 6 7 �I rEnsnxc cuss -FOUR ,a= to ILl�—i�rfGn C_6.®®mmm_®�®•.'.®®�_mm_O�.'�®_—m I`cus*s 1 -_____--- --IN—J0'•. ®®Smm"Jm'©Q®mm -- .m � (MTO GLASS MP* SEE Sc MN. PARknoll INTMOR) ON - JIEET 5 I ON IN OPIIONPE \ / m®•+ ON aHEET It) (INRRgR) `1 L-- -- 0VT CONCREE _____-_- -__ _ *. 1 1 1 ANENORSO 1 ® m t B G.t. 3 vuGEsJ. 3 I so * m ® * m ® OUT a ln' w.. sc, HVQ oUT ("a`ro°R) HVE HVF** FLORIDA BUILDING CODE Mon High Veiticay Hurricane Zone d' `� . ^CEN ✓ ' wan PLUM. Rx. 02017 ElSiEAN YEIAL SUPRY. I.Y. B • A VTY A S S A Accordion Shutter System ■ ■ ■ ■ Hv aADE ®1 w/ a3 w/a H v. x+rnvx BLADE i TIWT TESTING A ENGINEERING COMPANY American Shion, slams w. Bounmox our oruew en ie. ,t•' . , • . ,:' �1`� uss,... s,w, U. St.. =. c1.,x,rs: aavw rn, Association, Inc. 1 . m-gas T/n/I o m oT a) 1T Enm.: Oo5)on-mao. rm:(Tm)mo-lEn 4266 Weslroods Drive =S�ONALEN�`1'''1RreLmooiio m WERE Palm Beach, FL 33407 DRAWNG No MYIER 4 16.R !r. PA P.E•^SMMICNATURE/DATE PMRM. uR. •.157 s SH 107 • E OF TO MALE/FEMALE i" N LOCKS CENTER"ATCS LOCKERS / t� HV BLADE SEE ENO CONNECTION DETAILS ON MEETS 10 6 1N OUT F IN '1'°tl�` I euccros.cxmNL mr, macetm Rx !.m a � b�>69i. GA.RiI.t(9• l:m L°i #SFE NO2B(OR NJ IOCX '�, r "ou. a. sxma f Sf14Ei Wa NYIY�W (10Y1-i 4=Wi VRCE MVEC 11E11 sxLo Innsml, vAm A mia A4 Y ss. 1 t(p pY A'Ap, aCMW tIve mmRx, vwywporc, xn RxxY maul oRmul. 0 2- OUT 2 /a^ m-zD x 1 1/z^ ss.Ms. • W/ 7/8"0 x 3/32" WINGNUT. Q HY 'T"LOCK (OUTSIDE) —* 2 HDD—HVGa* FLOATING STACK MUMMUMMA \ : U _ $' ^ cii, cif • ea xom a[ lzew vm!®A ro®ma a wv e #+ rcsnw nweoeAtt(y mm wwxm n vwo nw x" axmwm unr nuemx m.ocp 1C _+` �.\�F1Vs'.•,,✓ ', a q 3 o]mv m2co. We, TILUT TESTING 8 ENGINEERING COMPANY allYN.xlgAsb a[...lOt xRpw. cwovrs,. nolgn ilf FMm [ (Jp.}9i1-ISJO. fm: (30S)9i1_f511 Ltue 0aN[nM RORmy Lb. // 4a1s) A S S A ■ ■ ■ ■ American ShMffeE $yslem9 Assoclattan, IOC. 4268 WestI00d9 Drive West Palm Beach, FL 3VL07 09017 vs)EMU& SUMY. wc. Rn , Accordion Shutter System FLV. DUDE @1 W/ OR W/0 RV. N1WD,VY9t:[E � • aE a" O A �' •'1% 1a n, x ocicnlvnnx arc 0wm1 [.¢ 1 OLO 15-055 ]I1 oe)C OJ 2)/17 _ , t1 •-. /ANAL L�4 W1a "`•• nnAi •""" 0E c1AI/CPMATIloE/Mw i ! DRAWING Na t 7-1 07 _.._— a . LOCK navr ' 43A MSId I SAW WALL MOUNTING .+- OR 'L-' I I MAXIMUM SHUTTER SPAN* -L+ OR -L-- (It.) FOR or ® or %Gr INSTALLATIONS W/ L RODS or ONE HV LOCK or m I W/ ONE W/ NO LOCKING RODS LOIQI (SEE NOTES t.tt) EG IISEnXIATKINS 0 1nx4PPN �nl6f� I CONCRETE & NWO m 1E00R/rouNO wu udANVP. NOUenWG Uu tr rSNR/CWNO NowwNO IMUM SHUTTER SPAN*'L+' R -L-' (n.) INSTALLATIONS I1VCAI & W/ ONE HIM LOCKS OR W/ NO LOCKING ODS WAUO FOR MovITINGQ SHFR 7) CONCRETE ASA w R.STALUTK115 µ6-0 RWF/LTYOR MWrllllt6 (+6R�5 RWn �Np1111N1R L. (a L-(N 30 16'-0- I IB'-w 35 IS'-2' 16'-lO' 4015'-2' 45 13'-1' 14'-3' SO 12'-3' IS•_1• 55 11'-1' II'-11- 60 1W 2' 70 B.-II. B-4' 75 INCTAIANOM Irem CONCRETE & MANSORY WOOD WALL A. B, C, D, E, N. N, 0. P, 0. .V. MOUNTING F, K & L R, S, & FLO0R/CEILING MOUNTING G. H, I, If. J T, U, W & X & M 0 MAXIMUM SHUTTER SAN INSTALLATIONS IMO WOOD SHn11 BE WREO TO 105 P51. AS,O. DESIGN PRESSDRE RATING. t HV CORNER CIXTERUATE /3 MAY BE USED AT ALL MOUNTING MST4LVIONS. LOCIONG SPECURMTIONS SHALL BE AS NDIGTED ON IMUMTORY CONDITION /2 NOTE B5, SHEET 5. ttDGEPT THAT MMMUTA SSUTIER SPAN 'L+ OR'L--' AND MAMMN ASIA OESING PRESSURE MTNG FOR NST&I0MG INTO CONCRETE OR CONORM HOOK SNWL BE UNITED AS FamI 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +84,-72 P.B.I. AND B'-0' SPµ. SEE MOUNTING ri ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARARON TO GLASS 1 THRU 3 1" Q HV BLADE FLORIDA BI 0017 PUTCU. INC. im E1-co A.S.S.A. TWO TESTING & ENGINEERING COMPANY American Shunter Systems -55 Rr, I . Mp 5Y. us. WVAL RWO3.. Ulm Associcti0N1 Inc. P,— r (ws)a11-Isw. ra. I (wU,,I-5575 4268 Weatmods Orive � ImrPa — cT-gtl671B West Palm Beach, FL 33407 OAURAi L.PL FLORIDA LA, / 44167 (1) L+: MAXIMUM ALLOWABLE SPAN FOR A GNEN POSITIVE ASM. OESCN PRESSURE RATING L-I MAX. ALLOWABLE SPAN FOR A GNEN NECAME &S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAGNUM SPAN MR WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/COUNG: CNEN A POSITIVE AS.D. DESIGN PRESSURE RATING. DETERMINE MAXIMUM SPAN l+- MOM SCHEGI CM A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAKIMUM SPAN -L= {TROY SCHEDULE. FINAL MAXIMUM MLOWASLE SPAN IS EOUAL TO THE MINIMUM DETERMINED SPµ BETWEEN 'L+' AND 'L--' (3) PROCEDURE TO DETERMINE M UMUM SPAN FOR COMBINATIONS IN BETTEEN WAIL MOUNTINGS W/ FLOOR/CEILING MOUNTINGS: FOR A GWAI POSRNE AID, DESIGN PRESSURE RATING: DO MINE: LI+• MAX. SPµ FOR WALL MOUNTING INSTALLATIONS. V+- MAX SPAN FOR FLOOR/CDUNG MOUNTING INSTALLATIONS. MR A OWED NEGATIVE ASZ. DESIGN PRESSURE RAING: DETERMINE: LI-- MAIL SPµ FOR WALL MOuHF,G INSTALLATONS V-- MAX SPAN FOR FLOOR/CMING MOUNTING INSTAUATNINS. FINAL MAYAMMI ALLOWABLE SPµ IS EQUAL TO THE MINIMUM BETWEEN -L1+-, YH', 'LI-' AND 'L7-' SCHEDULE WITH Fll y NAnMUU D NEMTNE A .D. DESIGN I DETERMINE MAXLLIUM ANCHOR �1-11 TA5H,N METµ SUPPLY, NF E T A TM Accordion Shutter System RV: RAM #1 W/ OR W/0 KV. WHOM RAM No 107 WALL HVOO! 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SOW-BET BLUE NIP wJ,CAP OPEN+ • axT: ]mnAN1.a M vu rw MAIN �i W 0n0n IP A411 • _:1_ 0� V:T • I \ \BD 13 HAi•\ _ OL L ANCHORS TO SUBSTRATE'SHNL BE AS FOLLaNS: (A) TO EAISNNG MICED CONCRETE: (Yin, YO - 3 LPG. - 1/460 TAPCON OR TAKU WITHADVANCED TBRENtORM TECI NMay MENUS. AS lL,U,A N, BY LT,W. BUILDER GNn FC - 3 ba - 1/4b: n 3/4' AEL POINTS, SCUD -SET ANCHORS, AS IRS ROMFED BY A POINTS SCNEW,.BMT & SPENLTY COUPµY. (Mn. r0 - 3 W) 1/4'0 ME TO CONCRETE µCHOPS. W/ CO AS MMUFACTOREO BY FLORTA. FASTENERS DIRECT, W. (Uln. (� . 2 M•G - 1/41n TIPPER+ µODORS AS IANNF/CMRED Be FOWEflS FASTENERS, Dla, AND OISIIOBUTEO BY All MA; SCREW DOLT & 3PEGN.W COMPNtt OR ANY OTHER APPROVED UCEMEQ OR µMCAMED VMECR RECTSIEREB WIM ME µORGAN SHLRIER $YBTEY$ A,SOCNnOX, MC (I.Iel rn - 3 "10 NOIEA AI) MWDAUM EMBLDUENT INTO POURED CONCRETE OF TAM OR TAPWN ANN A ANCED TMREADIORU TEGNOLODY ANCHORS AW TIPPER+ ANCHORS 6 1 3/Y, AND FOR ME TO W/ CIP AMONG R 1 1/Y. AS) MNIMAM EMBEDLEW OF 1/4.0 0 3/4' ALL POINTS %LD-SET AMONG SHALL BE T/B' INTO THE PoURW CONCRETE NO WBFBMEM WO SRICCO SWU. K PERMRTED,. 1/4•0-20 S MACHINE SCREW USED SRQ1 BE 1 1/2' LONG MWINUM MOUW 51UCCD EI µ0 I' UCI FOR WNLS WRH No SW= IN AS) µCDC 9 6eRAt1, B�NO STORE, TO REKN THE WAl SFRJ MRE BEHPRECAST CONUM PANIDuk PAWNS OR IND SAD Wµl ANIENES. µCNORAGCISiINBNALLWBE M WdG [D ON NOTES AI & A]) ABOVE FOR NUTA IONS ON VIOL correct OR MV,, ON ,,Da METAL Me, CONSULT Me ENGINEER. MR INSTNEAN N INTO BFS WnH METAL. STUDS SEE SHEET 20. (0) TO EMSRNO MUM BLOOM (µTM C-90) I/4'0 TAPCON. OR TAPCBN BIM ADVµLED' TIIRFMFDGY µ ORM TMFMOIONORS, As MWUFACIVREG BY I.T.W. B rWM 1/4'0 a 3/4' All FONTS GOUD-GET ANCNGU,.A5 DURC8UlE0 BY ALL POURS SCREW, BOLT & BPWMW COMPANY, 1/4" ME TO CONCRETE µCNORS WJ CAP AB NµUKACNREO. BY RONOA FASTENERS MRECI, INC. I/4'0 TOPER+ µorlon M MANUFAGURED BY POWERS FASTENERS, IRO., µD DISTRIBUTED, BY ALL PaN18, BCRFW. 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(� , as BIME EOMBM M M- STIR-6 A ENDS NAY BE W Is)TM) W 1 IBNOD5�0 E @ IB„ET BE USED ALRANATE TO A SOUD W U. DE( (E) Of�GRUATEE 91ALL µWAW BE W AtNC m ADENf TO A SWO W BUDF 1 AT OTHER SEE -OV TI@A (GI PoEYpARBO,UIE H! WVgOV Gi SNLLL BE INSTALL- SO i1U.[ fABO FACE H2 pREICpR pG 1NE CPEMNp BYW D PRONE— NI 'MNDTY (�' BE MI WS AL= D 1. U9No A W SCIONG T00. PROVD- WAS• M. B. SUEANCHOR WAONC SCREDULE FOR DISTALLADONS N,, WOOD NUPE I &'ssB WGS:ON-S Ie, AS 14BIFD BY SPAN AND. DCMKNI LOAD (SEE NOT(S 2 ABOVE), 7. SCE NKHOR WAOSO som) E FOR INSmLATCNs INTO KUR- WNGREIE pR CONCRETE BLOCK WILL ON WEFTS 12 &. IS AS UYT- BV WAN AND DESIGN ImB (SEF Nof6 I &.2 Alum). IL MUM fPA TION TO C SCN-ULE. PER ASTM 1-11, N1N0 20NE 0I ssPMADN TD GIASS 1 1WN a A &2s Aw&S.A. American Shutter Systems Association, Inc. 4268 Plestr---- Drive West Palm Beoch. FL Z407 RAW17 CASEIN UETK RIPPLY. WC. BE RT A I TV-, Accordion Shutter System HM MADE #1 W/ OR W/0 HV. W NDOW SEAM WeTeauon wrz WUWN Br Le i D- m-qB5 n/nA; pM a7/27 17 j ORATING No U/ s SHEET D 19 OF 20 f 1/x. 4.NS Tw", tan. v-u As1M A-aa] 4NOE A4 c-ee nV; sno x- Na,. LL sNW Ai le' 0.0. 5 9 AS' N•. ooas'r"u uu.� a34 4.Ta Mw " e' O.C. o e' o "SwK; MLN. SEPARATION 11 II g ro cuss AC2 (sLr sc6muu) a Rw.I I � E FOR BERTHA Y NV BLADE ACCORDION SHLOIER M INSTALLenON TO IJFTAl ST D WALLS 1. MAX. AS.D. DESIGN PRESSURE RATING: +75, - 75 (psf) 2, MAX. SHUTTER SPAN: 84• 3. ALLOWED MOUNTING: @ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 KV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. N vt••...,-mi ry t W 8 ., 1/x• 38 ** BLADE SLACK DETAIL HVF IS ALSO VAULT FOR 1---->�T/? CENTERMATEO APPLICATION WITH BLADE IQ i' Twcx :`9aa(S'' ®6 O.C. e as Vie, 7r.»;;�;:,,•I MS WALL HEADERISILL INSTAUATION. ---- -- -- _ - - ZENISfIN4 aIAA Jfi�. I{9 Min.) IVIA1 LJ I�ejl -I x.o4o'ua.r 4?op' ®3 ,14"o NOMINAL ALUMINUM SLMF 6063-TS ALLOY SEPARATION TO GIASS SCHEQUI3.000• M4A. EMNDZONE MINIMUM SEPARATIONTO GLASS MUST PENETRATE4, 1.3T3• 1/4'0-20 THREADS 43 1 /4"d ELCO CON 1 CTION PRODUCTS FAB—LOK HD COMPONENTS PNMI As APPLMISL SCAAD 3/a•. I• & MMU) I U LOCAA O AT al HV NEROFA/ DlDS VIEW Y [/z' GAX. SLACK *� SIDE CONNECTION TO TRACK 1/2' �- SLACK **= ALxc nytf.. nL?ut SL?GK 0 ren HVF FLORIDA BUILDING CODE Non H�qh VelocR Hurricane Zone r NY0 n Shu W/oHv.®xa1T1EP {L il(1.TBE40, WC: wsNPY, WC.`R H TN ccoroAditter Sy stemILECD,,,a.A■S■S■A■ Hv BLADE qt w/ w WNDOW BADE H TIWT TESTING & ENGINEERING COMPANY American ShuHer SystemsC. ofv xx. reo_ R Eu. rob xu"r. a+cae. naa ni Assocla!lon, Inc. : x OLD 13-085 rw : (am7en-Iul 4268 Weelroads Drive z /n/I wLc oT/n/IT ��'' •f.[Og10P:'��� PA " T6100005, 2 West Palm Beach, FL 33407 r DRAWING No l'sgqr� ¢NNc, , "AtiLN A 11LLR ". 17-107 P.EP%DATE RORDA Ue., 44107 a .. 4 1 1► r T