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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online Buslilh6s 4fr,6f6s$'i?na1t BCIS Home I log In I User Registration I Hot Topics I submit Surcharge I State & Fads I Publications I ContaR Us I BCIS Site Map I Links Search v' `ya'� Product Approval dbpra g USER: Public User ProduRAporoval Menu> Produd or Application Search >Application List> Application Detail RECEIVED FL # FL389-R9 Application Type Revision AUG 02 ""119 Code Version 2017 Application Status Approved ST. kuga County, Permitting Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email W O 4268 Westroads Drive U West Palm Beath, FL 33407 v z >. (561)209-8263 bfeeley@easternmetal.com Authorized Signature C/) 'J Bill Feeley +j Irodriguez@easternmetal.com REVIEWED FOR Technical Representative Address/Phone/Email CODE COMPLIANCE ST. LUCIE COUNTY Quality Assurance Representative Address/Phone/Email L.7 V V BOCC onrACategory Shutters 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. File COPY Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By PE-44167 National Accreditation and Management Institute 12/31/2019 John Henry Kampmann Jr. R� 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) P, DF 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://floddabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8n/o3d 1/3 4/4/2019 Sections from the Code Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 1 Method 1 Option D 09/18/2017 10/18/2017 10/19/2017 12/12/2017 FL iF Model, Number cr Name Description 389.1 Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 3 - (Nan-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 BERTHA HV ACCORDION SHUTTER SYSTEM. PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile Level "D".Max span is 12'-3" for 40 psf Evaluation Reports positive ASO load and 13'-0" for 35 psf negative ASD load the FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORT. PDF 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 Created by Independent Third Party: Yes 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. 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 Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEM ASSOC.,. INC, DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYSTEM.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile level "D". Max. Span is 16'-O" for 30 p.s.f Created by Independent Third Party: Yes negative ASD load depending on centermates and locking rod Evaluation Reports configuration for the HVI. blade, 8'-0" for +64, -72 p.s.f. A.S.D. FL389 R9 AE AMERICAN SHUTTER SYSTEM ASSOC_ load for HV blade for Keystone mountings 7'-0" p.s.f. for metals INC. DRAWING 17-107 PRODUCT OF EVALUATION REPORT.PDF stud mountings and 8'-0" for 110 p.s.f. for HVSA working in unison. See sheets 7, 11 and 20 respectively of installation Created by Independent Third Party: Yes drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks (top COMBO- (Non-HVHZ)- Drw9 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC., INC. Approved for use outside HVHZ: Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER SYST.PDF Impact Resistant: Yes Design Pressure: N/A Verified By: American Test Lab of South Florida Inc. Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for Created by Independent Third Party: Yes Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 Evaluation Reports and 28 respectively 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. Coovdght 2007-2013 State of Florida.:: Pdvaw 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 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 Ne licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under chapter 455, F.S., please click be. Product Approval Accepts: ® W ® Ed https://floridabuilding.org/pr/pr_app_dtl.aspx?param= GEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQsoPMYK7UC8%3d 2/3 e. n 1. BERTHA N.V. ACCOPNON SMMER SYSTM SHOWN ON THIS PRODUCT EVALUATION DOCUMDIT IP.CO.) HAS BEEN VIVIFIED MR COMPLIANCE W ACCORDANCE WON ME 2017 (TIN EMON) OF ME ROOM WMWO CODE MIS ACCORDION SMITIM SYSTEM SHALL NOT BE INSTALLED AT HIGH YELL HURRICANE ZONES. DESIGN M'U0 LOWS SAL BE DETERMINED AS PER SECTION IUO OF ME ABOVE UENTIONES CODE, FOR A IN— WIND SPEED REQUIRED BY ME AUR60MTIOX MOORE SNIMER WILL BE INSTALLED MIN A ORECIIONAUIY FACTOR K1.0.95, USING MCE 7-10 AND SHALL NOT EACEED ME MAXIMUM (&S.D.) DESIGN PRESSURE RATINGS DMMTID ON SHEETS 11 THIN 15. 19 Is 20. W MGM TO VEPAFY ME MOVE COMMON, ULTFME DESIGN WHO LOWS DENNMNCO PER AS, 7-10 SHALL BE M, "EDUCED TO ,", a,,, MND LEAD, BY MULIIPLYULG MEN BY DA IN ORVERTO COMPARE THESE W/ M. (&SD) DESIGN PIIESSURE RATINGS INDICATED ON SHEETS It WIN 15. 19 & 20. IN OROEN TO VERIFY THAT CONDIMENTS AND ANCHORS ON MS P.ED., A9 NOTES, ME NOT OVER STRESSED, A 33 X INCRFME IN ALLOWABLE SMESS FOR YANG LOADS WAS NO1 DISCO IN NOR ANWYS& HNVF'ER, A MND WRATION FACTOR CW1.60 WAS MSED.FOR VERIFICATION OF rM1ENEA4 IN WOOD. BERTHA H.V. ACCORDION SHARER SS1a1'S ADEOWDY FOR WIND AND M M MISSILE IMPACT LOAD HAS BOOM VERIDED IN ACCORDANCE WHIM SECMH 1809.1,2 OF ME AMNIE MMTIOHIEO CODE AS PER AN. REFORMS: -W BLADED 10214.01-W. 10715.01-03, 110MA1-05, 11214.01-05, 00317.02-0e /0609.01-10 AND /0210.01-11 AS PER TM-201, 11-202 MD TM-20 PROTOCOLS MO ASIA E-1886 AND E-1996 STANDARDS (MSSM IEVFL D. MND ZONES 1. 2 & 3) & 11220.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS WOE NISSILE -HY WWOOW &AGE 0 I'Me-01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVEL D, WIND ZONES 1, 2, 3) BASC PROTECTION ONLY AND / 0725.01-98 AS PER TAS 202 PROTOCOL 2. W Ell-ADE(D AND W WWOOW RUDE 0 ME ENGINEERED TO WORK IN UNISON WON EACH OTHER UN9EN TM GENER, UNRAMW AND CONDITIONS OF USE ILRDICAICO ON MEEF 19 3. BERTHA H.V. ACCORDION PINS (HIV SCREWS). USED AT BLADES MUCIRE MO FOR DIRECT UDUM CONNECHON TO TRACKS SNARL BE /1412.W AM 114a1.75' RESPECTNELY, 410-HT MNWUM SERIES STAINLESS STDWi . SCREWS ts 135.0 w YIEIO STRENGTH AND IBO.AM TENSILE STRENGTH. PM SHALL BE COMES MGERRA IN M,M, MG C,,YMC SSlal AS UMuiACNRfO BY APPROVED COMING MPLICATOIb. REaS1FLTCO MAN MERIL'VI SINmR SYSTEMS ASSIDOOHI . PANS MUST BEAR ME W 1RMRNG ON MDR NERD. 4. Al. ALUMMIIAH EXTR1RaN, SHALL BE ALIYWUM ASSOCIATION ALLOY AND TEMPER AR INDICATCO ON SHEET, 2 M,D J. MINIMUM YIELD 5a(ENGM TOR 6pb3-Tfi MUST ISJ0.0 bl AND ]3] bl MRB s-15 ALLOY. S ALL SCREIVS TO BE STAINLESS STEEL 3M OR 316 MS SERIES OR CORROSION RESISTANT COATED CARBON STEEL M PER DIN S,,B CORN 50 W MN. MELD ENERGY, ANO BO W UN. TENSILE $TT,,N L AMU SHALL CONPILY W/ FLORIDA WM1UNG CODE SECTION 2411 a,I. 6. BOLTS TO BE META A-307 GALVANIZED STEEL, OR MA 304 OR Me SERIES SUNLESS SnR MM 35 MM UIMMM WEIR SIRENCM 7. SEE THE FOLIATIONS SHEETS MR ANCHOR SPECUIMTONS:W BVDE (D: 12.13.14.15 AND, 20 NV RUDE 0 & 0 MOVING IN UNISON: 12. 13 & 15 e THIS BERTHA HV. ACCORDION SHIMIR SYSTEM BEARS A US PATENT /8179,462. COMPONENIS OF THIS. AR➢ROVAL ME COVERE), IN WNOLE an IN PMI BY U.S. PATENT 15'458,179 HEELED TO EASTERN NETW SUPPLY, we. S. IT SHALL SE THE RESPONSU LM OF THE CONTRACTOR TO VERILY ME SOROMM OF ME STRMCNRE COHERE SMITTEN IS TG BE ATIACHEO To MM ,PROPER ANCHORWL CONIRAMOR To SAL/CMN( ALL SHMMIR CWPONEN( EDGES WwCH REMAOI, THRU FASTENING IN CONTIRTOMIS CONTACT WITH ME BU6DWG To PRSFIN M1HM/RMN 9'RRU510.4. 10. EACH Miff MUST BEM PEIN.WEM LWLL IN A MSBLE PUCE MRN WARRING NOTE OURINO PERDOS OF HeRRMANE WARNING HOME CANER, TENANT, OR OTHERS. MUST PROPERLY CLOSE WL. W AM ND CENTERIMIES AND ENMDE OR LOCK ALL W AND No IOC , 11- SHUTER MANVFACiLTRD15 LABEL SIRMA BE LOCMEO ON A READIV MSHE 1CCATR M AT KCORDICN S,m, N ACCARDWCC W'llHl BOOMN 170 -M OF fURIM. BELONG COOL ME UAHEI. SHHL BE PULED TOR EVERY OPENING. WILLING TO COMPLY WON SECTOR 17G9.9.2 OF ME FLORDA BLAMING CODE 17. BfR1HA N.V. WCORIAM ,HATTER SYBTEM'S INSTALEMON SNAL. COMPLY RIM SPECS INOICAICO IN THIS DRAWNG PLUS ANY COMING MID ZONING REGIRAIKM PRORDED BY ME UMRSDICiMN WERE 1, APPLIED TO. 13. (a) TRS PLD. PREPARED BY THIS aIMEM IS GENERIC AND DOES NOT PROVOE INFORM TOR A SRC SPECUIC FRIDRCF, La. MIERE DIE SIZE CONdIMNS OflMM FROM THE PLEA. (e) CONTRACTOR TO BE RESPONSIBLE FOR ME SMCCIVN. PURCHASE AND "ENAILAION INCLUDING LIFE EAETY OF THUG PR0MCT- BASED ON M0i P.M. PROVING HE/SHE DOES NOT OMAIE FROM ME CONDMONS DETAILED ON NO OOCUNENT, CONSTRUCTION SME1Y' AT SIT IS ME CONTRACTOR'% RESPONSBNIY. (((a)) MIS P.E.O. COOL BE CONSIDERED WALD F ALTERED BY ANY uEANS. ) SAFE FIC PATIVECTS SHALL BE PfiESPCNSSBLEaFOR ME PROPER ME OF ME PO.ENSNEDt OF RA FLORIDA ECORD. ACTTIPERED NG AS ANEER 0DOEMTED ENGINEER TO ME P-C MlNEER SWy SAAMIT TO MCA) LATER THE ailll VECinCHORMMSEFOR RUM. (0) ORMNW PLED. SNARL BEAR ME GAME AND ORCTIAL SEA. MID SIGNATURE OF ME RMFFSSNNLL ENGINEER Di RECORD THAT PRmARE, R. 02017 NTECO. M. `Yw.w4c •., IL ECOEIEa. TILUT TESTING & ENGINEERING COMPANY ev] t . ]: at m. ]m. v. F.. T:V6p.)o Routs v PAw4 : (]a5)N1-16M . iP+: (]05)BTI-1eJ1 S/ONAI� 11: [e-OTel t WMTLR A Y:WT P.L. 44 FLORIDA Lk. 1 .nm GENERAL NOTES SHEET 1 SYSTEM COMPONONIS 1-20 SHEET 2 SYSTEM COMPONENT, 21-37 SHEET 3 TYPICALSHUTTERASSEMBLY 38-44 SHEET 4 TMIX WINDOW BLADE & WINDOW DETAIL AREA 2: HV BLADE nT AND HV WINDOW BLADE rylA (WHERE APPI 1 AR U TYPICAL SHARER ELEVATION Is NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET e INSIALLAOON DETAILS G-M, CONCRETWEILOCK SHEET 7 CENTERMATE DETAILS W SHEET B CCNTERNAIC ALTERNATING DETAILS HN SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET II ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCNEDUfE- CONCRETE &BLOCK SHEET 14 ANCHOR SCHEMLE- WOOD SHEET 19 INSTALLATION DETAILS M-R, WOOD SHEET 16 INSTALLATION DETAILS S-I. WaCO SHEET 17 END CONNECTION DETALS 7-12 & X, WOOD SHEET 18 AREA 31 EN WINDOW RIADF & ONLY TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: HV WINDOW RLAD C1)ON Y INSTALLATION DUMM METAL m0 WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA A.S.S.A. American ShuHer Systems A9e0cla}IOn. Inc. 4268 Wettro0as Drive West Palm Beach. FL 33407 RV. MADE WC. No UNDER US PATENT Q 5458179 OF USE OF BLADE�ON SHEET 19 ©HV ADJ. FLOOR TRACK QUALIFIED FOR USE W/ W �D BLADE 83-T6LL AOY A DJCYPFR 1.9 T 0a5• i .- 8)0 1.888• i t HV CEILING HEADER 0 ilEO FOR USE W/ HV BLADE 1 ONLY. SfE SECTIONS FOR VALID 6063-76 ALLOT AND TEMPER IPE aNNYYNI P .CAT INA 3OHV UNIVERSAL FLOAT17R QUAUFIEO FOR USE 1V/ W BIADEQI 5005-T5 ALLOY AND TEMPER 1g HV HEADER/SILL QUALIFIED067RT6 aLL01� AND BIEAMOP,PONL ALUMINUM ANGLES QUALIFIED FO$ USE 19/ HV BIADE l NL 6063-76 ALLOY OANOY. TEMPER @O DIRECT MOUNT QUALIFIED FOR USE W HV BLADE A ) � 6063-T6 ALLOY AND TEMPER_ 6OHV WALK —OVER TRACK QUALIFIED FOR USE W/ HV 5063-Tfi 9lILADDYE 1 TEMPER CONPONENT A p TI tt © 2• 5• uAK 1/8• 1/A• 2• 5• bAK O.IW 0.192• l® ® 2• 5• bAR. 0.1]9• 0.1]1• (5)HV 90'/18D' 3STARTER OUAUFIED OR USE W/ HV BLADE I 6063-Tfi ALLOY AND TEMPER B9P 912 g 12 .eM — Q9 HV TRENCH TRACK QUALIFIED FOR USE Y// NV BLADE ONLY. TEMPER @ ARAINGUARD QUAULIFIED FOR USE Y1/ NV B ADE 1 6063-T6 ALLOY A TEMPER. 11fJ`^ 4 1 0200 TLLlECO, Wa. 02D17 EAIERN METAL SUPPLY, INC. ERT A TM �:'"�jCENSF,l� AAAA3 • i� c Awe!'` . S �A. Accordion Shutter System �eFICOD Shutter Systems NV. BADE y1 W/ DR W/0 HV. wNDow BILLE . N nsommaN wn cw..N sn Le T(r f "•ATE Df / TIWT TESTING k ENGINEERING COMPANY auf nt aow sl, la ooL scow cwmrs, A990CIC110111 Inc. 1 OLD I5-085 T/0)/1 wm 07/27/17 O �` OR...... agiy yi ft .;(aDs7m1-IWO. Ea.: 63057an-1"1 m'10 4268 Westroads Oriva a ORAI-W/NG i$1(s1` p313 S V/ p 1 3719 N4id A TYIII 1. P.E. West Palm Beach, FL 3,07 a 1No 1 / � 07 . 5 ,ESL,' `• D r ZDAAIEiN Ailr /n.3r OaBaA Lk. 1 u167 1 cum Y•m• LIMA 4 PLAN 9 fAwrt ntwtnx © LOCKER FOR "T" TOM Haar, QUALIFIED FOR USE W/ HV BLADE 1DONLY 600-T6 ALLOY AND TEMPER aeD 2u• _yy Y� NO Qt © QUALIFED FOR USE W/ HV ROD BLADE 1 @ A 6063-T6 ALLOY AND TEMPER ® LOCKING ROD, QUAEIFIED FOR USE W/ HV BLADE(j) 6066-76 ALLOY AND TEMPER fi OeM1 QUALIFIED FOR USE VI/ 7R• BLADE I ONLY 600-TS ALLOY ANO TEMPER / It 0)s'O i6 HV 318"m-16 A -Fral ].16t 1 6 1 FIE OR USE W/ HV BLADE Iek IQ 600-T6 ALLOT ANO TEUPER SI/2' t� cyt/A•P `c/ 0 AI ! 04 FRI c�UMFI -R�1 QUALIFIED FOR USE W1 !IV BLADE 1Q `' z Gtt / 1@141C D11116 P/J30 PLLYf(0 ov. Mw me. BM 5 (ONOYL KcKR .) ,HV MESS LOCK QUAUFIE06R USE W/ NV BIADE@ (R ONLY. 61B• I6• ✓" .O6D' AFTER ITNEIIN BEFORE RIVETING 1/00-20 RIVNUT* IXR.-n ALLOY) UNGE NNGE MN 010. As "A"CNRED w AS ON. f9E.M5b ON OR EpYL Po1 USE W/ HV )E ONLY. OATS• W I .Ass' Mm. 1NUYDRI RN C m oER OR KEY rnwoEa IAa ue.. ® HD LOCK SY REGD T HARDWARE MOR115E LOCKS SERIES'2]OO HOOK BOLT LOCK, --OUALIFIED FOR USE W/ HV BLADE lD& S 11111•:s�eTTTI/(�/,^y_ CM17 NUE00, WG 02017 EASTERN METAL SUPPLY, INC. LLs �ceru"'••' �P = BERTHA ,v - IL E A■S■S■�4■ Accordion Shutter System C /• HV. BLADE W/ IXt W/0 HY. w7mW DALE #� ? * TILUT TESTING h ENGINEERING COMPANY American Shutter SystemsDE • 'a •' STA �FOF i uu x.. xo, s4 N.. xa "ANY. a nwe, Naa, s„ Assoelatlon, In I OLDseeerrorlD Is-om /T7/1 DArz: B/Pj 17 .•71 1Yi Pn,,,e : Iws)erl-I>m , ra.: (ws7e11-1531 4269 5Ve6troads Ddv6 7 •20pIDR:'y� Al R Iduc"Dm,wm West PQIM Reath, FL 33407 s DRAWING No E, . .s1 (.-T`i(`L� 1 Es_sweolD sV/AHI!!M V \ IIIs x W A RUI A. P. ; ��' O7 Or 1Z • .X,.Y PLQRDA Mc / uNn SHUTTER ASSEMBLY SCHEDULE FOR HV HV QI HV BLADE I ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING 9Q HV NYLON HAT WASHER © HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870-x3/16- THICK NYLON WHEEL 0.188'0 AISI 302 SERIES S.S. RIVETS d� HV 1 3/4' ACCORDION PIN W/ ®8 HEAD s ® HV 2 3/4' ACCORDION PIN W/ Je HEAD s ® POLYCARBONATE IMPACT RESISTANT HV WINDOW (1) FW PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV fO OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV IO BLADE WHEN CORRESPONDING TO INSTALLATION 'II', SHEET 7. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/I6' THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET r�, �F' T 2 ]i j �QI J15"0 5UP, EXTERIOR ) o oPi I " , ]47p q I �'. OOR ® (DOR (9 ® � EXTERIOR t HV PIN ©OR GAF Oq On]N• BLADE'S KNUCKLE. 3 (sa NODE m FOR .048Ar O REOUIREUCNIS) � , i I III 02017 TITECO. MC. IL ECOflra. TILUT TESTING a ENGINEERING COMPANY 6Af IK ]4u. m. !Y. JGS Nc6M G6V3. MPA S] Priem :.(wslan-1sw . rw :'(sas)e>1-IYI .-mw:mN<eo.a..em ae-orosne VtLL1FR 4 1G 1 RO.�l 1:c / 44167 ON asxs• BLAME .e0a5' ,.osxs eas• * RESINS,INTER INNOVATVE Y�nN z10 4 19)3 ES � NOOW SHE II PoLYCARBONATE SOURCE$ FOR 44 .muelnF w T Inxv, rmmmin meow a er�xx swmC w+rtr IRtrviiau: qiR o}Cl OOY mM• no!! �' Tm,9L 1IDm lfPpglx ASIY LNt I.KC lal 4WJ 0.LL ruxwlz�clx.r lmR �mw vim ..• uxn mLL MVA ✓AVY! m2a: y lM1W 0..l YI.Oi: yt xomm vm •m m>! 1e mm/ 1J rt.!/. mwK cu¢in Mru mau a a mu m!R Rf WMq .SIT G!U 41 s-1 y4 C-I -1 tl1p SmF C61p1 I}IY GIs, fiv5,[ .GTQAAL }5ry y0 Y}0}RLL G!C .,t msVM@!l WMG R19[ pngE lUTgtt4 KiY mO b61 RLL Ny .µ A.S.S.A. American Shunter IS fems Aseaclaflon, Ina. 4268 Westroads Drive West Palm Beach. FL 33407 WWII LATILRN NETN. SUPPLY, INC. B R A TM Accordion Shutter Systef HV.'BIME.@1 W/ OR W/0 HV. VAWOIV BADE n. x I OtD 15—t5-08ox e rz CKV101 e,• 5 r7F/1-7 27L W,'. q DRAWING No •I I .1-1vt ON 10 @ TOLL ®.0. 0-0- 1, ? , T.. @a -I.- r, ��'7•��1f17T��,TIT��7i♦♦ia7lait� i�,i ill � � � � ► �•�, I. 1 yyV111 I�III v m' TYPICAL M HV BLADE SHUTTER ELEVATION N.T.S. �ggggggggqqqq'nn �9 �+v OF CORNER CENTERVATE NE HV LOCK w ® SNAIL BE USED AT 1/2 OF SRURED SPµ FOR ANY SPANOF SHUTTER SPµ FOR SPANS UP TO 105', µ0 FOR INSf TIONS T ANY WY BE USED ASµ INSIDE OR OUTEIDE LOCK, ATTACHED TO OR K 1/2' LONG FIAT READ S.S. US. LOCATION OF LOCK SHALL BE AS INOIGgA-OF SHUTTER ELEVATION. ALSO BE USED AT STACKING POSITION (NON HURRICANE GrJ AS PER SCHEDULES SHOWN ON SHEET 12. RNN.+ a ,nu OxxcN IU r'J, UH ctNTERAATES SHALL BE ME W/ 1/4b-20XJ/4' ALUW Uf AS SHOWN ON SECTION HVE, SHEET B. ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, B. MANOAmRY OONOmON 43 mR KFYSfpNF ' D -'- ONE HL' LOCK w ® or ® SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR TV ABOVE OR BELOW 1 2 OF SHUTTER SPAN FOR SPANS UP TO W. AND FOR INSTALLATIONS. AT ANY ELEVATION. HV LOCK 0 or QTjw AUT RE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Qi or �'..SYINNETRkP1 CENiERWtE3 W (2) 1/4•-20 A 1/2' LONG FLAT HEAD SS. N.S. LOCATION OF LOCK SHALL BE AS INOICATED ON tt CAL SHUTTER ELEVATION. USE OF LOOKING RODS 0 W/ OR 0 TOP µe BORON Is COMPLETELY 4pNpATOR/. \A r\ R d\I \ I. :ONE ALTERNATE HD LOCKd AYBE USED IN um or HV L003 OR WY mR ANY SFµ AND INSLWAIKIN6 AT ANY E ATWN. AUNENRATE MB LOCK ® MAY BE USED A6 AN INSIDE OR 0N160 LOCK. ATTACIINENT OF.NO LOCKFN�i' TO6 W/ ] JB K J/e' F.M. S.S.M,S.. AND INCLUOCS REINFORCEMENT INSERT AS SHOWN ON SECTION6 NOB-1NB AND HDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT WASPµ OR IV NNONUM BELOW 09 ABOVE WASPµC . USE OF LOCKING RODS 6 COMPLETELY OPTIONAL 02010 ➢LTECO. INC. Di > ILL ECO TILLR TESTING $ ENGINEERING COMPANY A� eta x 2aa w._. cAvoo s rlvrA a �AC PMx r e n . (j (]as7ml-le]o . ro. I (XIS)B>1-1031 11 -ral: nl,ca0auem B-ooca WR1LR A 1TLLR b. P.O. NATO fWRDA Oc I N161 AnSwS.A. American Shutter Systems Association, Inc. 4268 weslroods Drive West Palm Beoch, FL 33407 w2xry NCIA- SBPPLY, INC. BE T w Accordion Shutter Systei MADE #1 W/ CR W/0 H.V. wiWOW BLADE PEswwnex 24 onAvx er. Ee OLO IS-OBS )/E2 11 wIE: OT 2711 DRAWING No 17-107 SHEET 5 OF 20 ISLE SCHTTI E QV uoWu SHEET t]) LLrvLw[It tlLttlt REauLeED t 4••-2ou/.• ss. uwcRo -CONCRETE ANCHORS / EYAIwf DEE uaxDO w slaT ® CONE RErE INCNORS DE SCREVS (SEE BCHEWLE ON W / 1/4•-20 \. / (ffI SCHEDULE ON SM, IJ) . / ' g �; SHEET 13) NUR a 12" O.C. I• --- •J 120414% i / I• uM. I/4•o-20.3/CSS. N ' •E/ 1/�3, I I . USING 1/4--20N 012. 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DESIGN PRESSURE RATING. t W CORNER CEWERMATE 13 MAY BE USED AT ALL MOUNTING INSOJLAPONS. UXKNG SPECIFICATIONS SMALL BE AS INDICATED ON IAWDAMITY CONDITION /2 NOTE./5. SHEET 5. tt UCPT THAT MUDNUM SMTER SPAN 'L+' OR 'I--' AND MAXIMUM AS.D. DESINC PRESSURE MRNG FOR IN5r131ATICa IWO CONCRETE OR CONCRETE BLOCK SNAIL BE UMREO AS FOLLOss- I- CONNECTIONS TO KEYSTONE MOUNTING UNITED TO +64,-72 P.M. AND 8'-0' SPAN, SEE MOUNTING A)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS T THRU 3 )" n HV BLADE 02017 TATECO. INC. t TILUT TESTING & ENGINEERING COMPANY N!5 N's sl- t, v 30k vAmv p,APao. Dom,. 33 IMyn : Iw!)oll-IS]0 . Pos : (3DS1e11-IS]r 11WT Ic P-C Uc 144167 AwS.S.A. American Shutter Systems Association, Inc. 4268 Westroaes Drive West Palm Beach, FL 33 (1) L+: MAXIMUM ALLOWLE SPAN FOR A CND! POSRNE ASA. DI PRESSURE RATING. L-: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETERMINE MAXIUUM SPAN FOR WALL MOUNTINK S (TOP/BORON) OR FLOOR/CDUIG: GNEN A POSITIVE A.S.O. DESIGN PRESSURE RUNIC. DETERMINE MAouUU SPAN 'L+' FROM SCHEWLF. GIVEN A NEGATIVE AS.O. DESIGN PRESSURE RATING. DETERMINE IbUCUUM SPAN -L- PROM SCHEDULE. nWL MAYIMUM ALLOWABLE SPAN IS CONAL TO THE MINIMUM OETERMINED SPAN BETWEEN 'Lt AND -L-'. (3) PROCEDURE TO DETERMINE UANWUM SPAN FOR COMBINATIONS IN BETWEEN WALL MOUWINGS W/ FLOOR/COUNG MOONTINOSI FOR A ONTO POSITIVE AS.D. DESIGN PRESSURE RATING DETERMINE: L1+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. LX+- MAIL SPAN FOR FLOOR/CDUNG MOUNTING INSTALlATONS. FOR A GIVEN NEGATIVE A.SD DESIGN PRESSURE RATING: DETERMINE: LI-- MAY SPAN MR WALL MOUNTING INSTALLATIONS. Is— YAX. SPAN FOR FLDOR/CENNG MOUNTDIG INSTALLATIONS. FINAL MA4UUM ALLOWABLE SPAN IS EQUAL TO NE MIN WJU BETWEEN 11+', 'Ll+ . %, AND 'U- (4) GO TO ANCHOR SCHEDULE 1'ATH FINAL MAXIMUM ALLOWABLE SPAR AND NEGATIVE AS.D. 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