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HomeMy WebLinkAboutPRODUCT APPROVAL11/5/2015 Florida Building Code Online _ f fidi� °v • ° 6 P ' P � I Florida De tmern� BCIS Home Log In User Registration Hot Topic Submit Sumhame Stats is Facts Publica ions ( FBC Staff BCIS Site Map Links 'Search ,US PPros� � product Approval SCANNED rofess1 I M USER: Public User BY Regulation St- i_u Protluct Approval Menu > Product or Application Search > Appli on st Cupy cie County Search Criteria FLiI L Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL C Cna 11% Lrm 01. - Annli'aP9nne FL# Type Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory: Accordion Approved by DBPa. Approvals by UHPK shall be reweweo and rammo by tne Y U ana/or one Lommission Ir necessary. Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda is an AA/EEO employer. Coovdaht 2007-2013 State of Florida.:: Pdva[v Statement :: Accessibility Statemerrt :: 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, E.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 recerd. If you do cot wish to supply a Personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 04 ® FW M Cred(tSCar"d https://f oridabt ildng.orgtpr/pr_ppp_Istaspx 1/1 1. BERINA N.V„TA^ANION SHUTTER sans! SHOWN ON THIS PRWNCI WA INMON U0C%4 ENT (P.EG) HAS MEN VERHMD FOR COMPWtA:E IS.KWROMCE WART THE 2014 (6U: MI ION) OF THE FLORIDA, BUILDING CODE INS ACCORDION SHUTTER SYSTEM SIWL Not ISE NSFAUEO AT MIDI YFIOCITY HURRICANE ZONES,. DESIGl. WHO LOADS SWL BE OEEdBNED As MR SECIDM IM CF THE A NNE MkNTWNED CW2 FOR ARISK WND $I= MQUIRED, BY 1NE JURSDILTON WHOM SHUTTER WAIL BE BFSIAMED WITH IXRECINWUIY FACTOR'W-0,5A USING ASCE 7-10 AND SILWL NOT EXCEED THE. RONUM (A5A.) GUAM PRESSURE RATINGS INDICATED DA SHREDS 11 THRU 15. t0 h 20. N cous D YEGFY THE ANStE CONO THM,. ULTIINTE DESIGN WNO TOMS VETERMNED Mil ASCE 7-10 SNN1. BE. FCst RENATD TO AS.D MOM WAND WADS BY WLTIPLYNG THEM W Do N ODERTO COMPARE THESE W/ " (ABA) DESIGN PRESSURE RIDINGS INDICATED ON S [MIS 11 GOOD 15. 10 A: 2U, AM A INCREASE IN.A ONA6LE STRESS FOR WHO WADS WMS = USED N THEN RIB➢ N A.000EDMNCE WON SECOCN. 1609.1.2.. OF THE ANYE MENTIONED, CODE AS PER -HY OWED /0214A1-03. /071S,01-0 /0004:01-09: I1214.01-05, 10317.02-06, j0609.01-10 AND /OLIOOI-lT. AS MIT TA V:I. TAS-202 M0 TAS-203 PROTDC IS AND.ASTM E 15N AND E-1996•. STANDARDS QUSSLF LLYTL D, MR) ZONES I. 2 A S) a /1220.01-10 AS PER TAS'201. 303.k 203 MOSCOW VACS MISSM -W WNDON BLADE 0 (CHEAT-06 AS PER Ass E-1686 AND E-IM (M643E LME 0, WHO ZONE 1. 2 3) BASIC FROIECOON ONLY AND / 0CM01-13 AS PER TAS 2D2 PROTOCOL 2 W DMEQQ A O W WHOM E 0 ARE ENGINEERED TO WORK IN UNTNN WITH CED OTHER UNDER THE GENERA. UNBATNNS AND CONDITIONS OF USE INDICTED ON SHEET 19 * BFRRA N.V. ACCORDIN PRIG (W SCREYSUSED AT SUMHS KNINCHIE AND FOR DIRECT MOUNT CONNECTOR TO TRACKS SHAM BE 014,215- AND jIAz1.75- RESPEERMLY. 410-M MINIMUMSERIES STARG65 One- SCHCAS WT H 135.0 IM SONDIGIN AND IN W TEHISLE SDUNGRI: HNS SITYL BE. CANTED WITH BER IO, 1N DACRO5111EID W1DNG.SYSTEM AS WAIUFACMRED BY AMNON COATING AMUCATOS. REGISTERED WIN AMERIC N SHUTTER SYSTEMS ASNGNDON. TUNS MUST BEAR THE NY DAT ONG OR THEIR HEM. 4. ALL AJAH NUM EXINBSDI6 SHNL.. N. AWMiNUM ASSOCIATION AAOY AND TOWER AS NDYATED ON SHEETS 2 AND 1 LONINUM YIM O BIRENGM FOR 6063-7W ALLOY IS MM W AND 35.7 U FOR 5005-75 N10Y. D AND SWLL COMPLY (fL6RDA BUILDING DCODE I110N 5ECSTAlES. WNO90N R66TMT COPIED CARBON STUSL AS PER ON N01S WITH N Mri YN. YIELD SiRnIGEFI ANIII BO Ezi WH lEN6NE SiRFNCDL B. BD.T$ TO BE ASTM A-307 GUYANRm Smi- OR AST 114 OR. S18 SMIES'STMNLESS STEEL WIN So Nil MINIMUM TOLD S11AN0111. 7. SEE THE FDLOWING SHEETS MR ANCHOR SPEONGIIONS: W BLADE (D : 12.M%4.15 AND '20 HV BLADE 0 St 9 WMI NC N UNBNN: 12,13 3: 15 ,B. THUS BETONA NV. ALCGRVON SNNTER SYSTEM. BENS A US PATENT /6'rie.532.. CONPGNENIO OF THIS AMRVdX ARE COVERED, PR WHOLE 0 N PART BY MS. PATENT 75'458.179 ISSUED TO EASTERN -METAL SUPPLY. NG 9. R SHAM BIT' THE IESPDNSMM OF THE CONTRACTOR . TO VEEFY THE SOUNDNESS OF THE. STRUCTURE WHERE SMATTER IS TO BE ATTACHED U) TMUM PROPER. ANCHINACE CONTRACTOR W SEAL/CAULK ALL SDTIEIR COMPMET AGES WHICH REMAIN, THRU FASGETHNG IN CONTINUOUS CONTACT WON THE BUUNIC TO PREVENT WND/RAH INTRUSION. 10. EACH UNIT DST BEN PFRNINEN HAD. N A NSBLEE PLACE BOTH WARNND STSUB DURNo MINES; OF HURRICANE WARNINGS NONE ClwM. TENANT'. OR OTHERS; MUST PROPERLY CASE ALL HJ AND ND CENIWM115 AND ENCASE OR LOCK ALL IN AND NO LOCKS 11. SHIMER 7)R••. UFAC DUrS OADM sNILL TBECLUCATEDOMPLY WON A IN 6E AS 17T0.8:� T=NAE T MoMMMONUNUM �E� N ACCOMNCE MTM MOUTH MOM OF FORMA GNIDNG CODE ONE LIBEL SOUL BE 12. BEKUN ICY. ACCORDION SHUTTER SYSTEMS VmNlATMNF SHWL. CONPI,Y MUM SPECS INDSGUI D. N THIS DRAWING PANS ANY IAMDOD AND ZONNG REGULATIONS PRDWND BY THE JRA SNCHDH WHORE PERMIT S AWNED TD. Its..(.) THIS RED. PREPARED SY TIN ENGINEER IS MKINIC. AND DOORS NOT I NVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: I.s WHERE THE SIE CONDITIONS OEIIIATE"FROM THE RED. (b) COURB&TOM TO BE RIMPOKSOME FDR THE SEECIDN. PURg4ISE AND INGER ADON NGU NNG RIFE SAFETY W NHS PRODUCT, BURS, ON THIS P.ED., FRONDED NF/SITE DOES NOT OMXE. ENU THE CONDITIONS OEAIlED ON THIS DOCUMENT. COISIHUCTWH.SAEY. AT SITE IS THE. CONTRAC}akS RESPONSSLIIY. (9) THIS PEA. WLL BE CONSOEAN INALJD IF ALTERED W ANY REAMS. gdQ=E SOT' SPECUO PMECTS SHAL BE PREPARED BY A TLORMA RECSTFRED ENGNEER OR ARCHITECT WHICH WILL BECOME THE MGNER,OF RECORD. (EO.R.) MR THE PRMCT AND WHO WILL BE FOR THE Rt6PER USE OF THE PLED. ENDNEEQ OF RECORD, ACTING AS A OEEG/ED ENGNEER TO THE P.E.D. FNONEER SKIRL SB3NT TO THIS UTTER ME SHE SPECIDC DRAWNGS FOR REVIEW. C.) DONAL P.EO. EWE.. eEAR THE DATE AND OPoGWL SAT. AND.:AGUTURE OF THE PROFE^vibNAL ENGINEER OF REWRO THAT PRWARED U. �� ECGE.D. ., * I TIWT TESTING @ ENGINEERING �p�.� 0M NM, NA St. SIS JW."SIM WM' TABLE OF CONTENTS GENERAL NOTES SHEET 1 SYSDI COMl?MEN{S 1-20 SHEET 2 S5151EI COMPONENTS 21-37 SHEET.3 TYPICL SHUTTER ASSEMBLY M-44 SHEET 4 TYPICAL WNGOW 61A➢E R WNDOW DETAIL (y Se FIV BLeDE n AND HV WINDOW BLeDE (WHERE APPLIb1RLE) TYPICAL SHUTTER ELEVATION § NOTES ON LOCKS SHEET 5 -NSTAUATION. DENIS A-F, SHEET INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENEERNATE MIARS IN RIM a CENRERMATE ALiERNATNG DETAILS EN SHEET 9 ENO CaNRECR6N OCIALLS 1-6. CONCRETE/13=K SHEET 10 UNGAN SPAN TABLES SHEET It .ANCHOR SCHEDULE- CONCRETE e: BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE R BLOCK SHEET 13 ANCHOR SCMOULE- CONCRETE h BLOCK SHEET 14 ANCHOR SMEDUI.E- WOOD SHEET 15 NBFALIATIN DETAM M-R, WOOD S¢ET Is [RETALIATION DETAILS S-K. WOOD SHEET 17 END CONNECTION DETAILS 7-12 a %, WOOD AREA 3: HV WINDOW BLADE R SHEET' 18 ONLY TYPON. SHUTTER ELEVATION ARFA 4: HV WINDOW BLADE In ONLY SHEET 19 INSTALLATION DETAILS, METAL SAID W91S. SHFT7 m THIS DRAWING SHALL Of OBTAIN PERMITS IN THE A.S.S.A. Ammicne Shutter Systems Assadatton, Inc. 4268' Westroads .Drive West Palm Beach, FL 39407 IGV. MADE $1 Wj.OR mi AWING No 15-085 US PATENT ONS OF USE OF BLADE ® ON SHEET 19 6063-T6 ALLOY AND TEMPER HV 81) obo• 6ro 1.PBB• 11 HV CEILING• HEADER nEo FORUSE W/HY BLADE 1 ONLY, SEE SEC110NS FOR VAUD 6063-TS ALLOY AND TMPER An= FOR USE W/ HV . to?s• b�HVUNNERSAL FLOATER QUAURED FOR'USE W/.HV OME TU 60D5-T5 ALLOY AND TEMPER 1@ HV HEAD/ER/SILL I QUALIFIED�Po3RT6 A AO STEADDKE ONLY ALUMINUM ANGLES QUALIFIED F% USE W/ NV 6LME 1 ONLY. 6063-T6 ALLOx AND ICN R 70• L V W]• ®HV WALK —OVER TRACK QUALIFIED FOR UE W/ W B ADE 1 4063-16 AlOY A TEMPER a04PONWf A B TI 12 2• 5' MAIL e18Y O.1BY ® 2.V Y IINL &IN* 0.190• Y 3• LL4l O.IJ9� OdJY IL ECOINe. T-UT TESTING & ENGINEERING CONPANY em RBA Jaw st sm >� aBaru c,MY+a. I ar vnona : (30.1)O11-Isw.. Fv.: tm31Bn-13]1 .-ma: w.�xcom le Y[4aR X A nLLfflY1R N. P£ R01ffi11s I HIB) TMPER A.S.S.A., American Shutter Systems Association, Inc. 4266 Weshoads Unw West Palm Beach. FL 33407 i IN ® 2015 EASnRN METAL SUPPLY. WG BERTHA HVTN Accordion Shutter Systt N.V. 11ME #i W/ OR W/O KV. WINDOW ELM v. n: ovc®nay wrt oRnW M Ma. 1 DID) Il-I92 L/u/15 O ' 4/13/ 2 1 JORAWNG No LOCKER GOR i' LOCK CENTERMATE DUAUFlED FOR USE W/ RY BLADE IOONLY 6063-T6 ALLOY AND TEMPER Q ® LOCKING RODA OUAURED FOR USE W/ W BLADE QI 6063-U ALLOY AND TEMPER /A] ex o: ov ®OUAL1FI 60s3�T6UALEI.OY/AND TOIP H 1 ONLY SE, 6063-76 ALLOY AND TEMPER aIj 6083FOR USE WAND EB— AD t/.-s S�j HV 0—YO AISI 304 4E& S S THUMBSCREWS OUAUnFD FOR USE W/ W BLADE kV IL ECOmc . TILLR TESDNO & ENCINEERINO COMPANY W . Mo. R a ]W EWau uVOfl6. f1/lm. D vne,.: fwspTi-tax . Fw : i3aa)eYt-txt .-mm urveoa�awn m efDUA, W/LIER A 1 i. vS ftfJtllP I:c Nte> ME OM .sls' � O°O 0 �1 HV EGRESS LOCK OUAL17 RUSE W/ HY BLAOE�& ® ONLY. ta• fe- eaoaE RNclWO -- ,�,�4"0-20 RIVNUTe (x°r-n ,u.oq trrzc[ nwwc nw 8i0. I$ WYUiICN® @l P11$l Dtt. NEW .1EP.SfY ON51 aR FGYI. FOR USE W/ KV OE Q ONLY. Cf1AOFR OB l Wn. RPYWeIRN ORREYM OR � .a7 Yin OIIINCFR 1.R• Wt (9 HD LOCK W REGETEr INRUNARE MDRRSE LOCKS S ES 2333 NOOK BOLT L➢CC OLULLIFlEO FOR USE W/ NV BLADE 1O& A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West POIm Beach. FL 33407 Accordion Shutter FLY. 8ME N1 W/ CR W/O KV. WFn No SHUTTER ASSEMBLY SCHEDULE FOR HV HV (] HV BLADE 1 ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER © NV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'4/16' THICK NYLON WHEEL„ 0.18B'o AISI 302 SERIES S.S. RIVETS ® MY 1 3/4' ACCORDION PIN W/ 08 HEAD ® HV 2 3/4- ACCORDION PIN W/ 18 HEAD © I POLYCARBONATE IMPACT RESISTANT HV WINDOW le (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV ® BLADE. (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D aoA2a' BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. ,D4 (3) HV PIN ® OR ® W/ 1/2' O.D. 1/16' THICK S.S. WASHER O SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET ©IE ULAKS KNUCKLE MP) LN ® EXTERIOR C OR ®OR f(� dT (SEDES NNUato R (6EMUTE • iWUIREYENTs)S) D R 1 e t �• 1 le �1 1 IL E 0 ii.c. TILLIT TESTING 4: ENGINEERING COMPANY alss as son w. va l wvu auaols 1-]W as Rw : (YISbn-13J0 . F. : (.105)871-1111 e-nam enewoa•vn. ®-OWB)18 cK1LR A ally a,. PE nDFeA {ie. f 4067 x oe LL..,,.���,,��..�..��....... �.,��' ,ISM. .1676'L-1 - OIADE D,Ll. E(�]L4 .0625 .061 (SEE NOTE 'F ON SHEET 19). POLYCARBONATE SOURCES FOR nnrrA waaancx .rns+ae swow gIp9R mas •s/wa s sa[nv: ovsm AM au oaa M+' aw a/e rcvxAYaO araoa Am oue aws w+ sAso P.L nooaxsna>zn� R tao Am mus laxa o.+ 1Awo s..L rlavvw. umays Am+ mso vase w+ .w.aao wL M dCD o,om am ASIY ass 1a rt-al. n -el. us.aerom.anra®s sure man Am wan nz s PLE C( mM4 Ala. ; -1 O.V1 Ua . 41 a.e9 w cmwn rmm ow'E RmT �¢ sa aml fi1LY{[ SaN491..LL1W NJ1 n6 V.W pLL asw w= 1Umr aims mv¢ saanaas .04 Rw1 w+ eeas w� A.s.s.An American Shutter Systems Association. Inc. 4268 Weslroads Drive West Palm Beach, FL 33407 CWE(Hon High Velocity Hurricane ® MIS TATIERN YEVL SUPPLY. MG BERTHA HVTM Accordion Shutter Sysl KV. SIME ®t W/ OR W/O KV. WWON F AI 10 d TILL ���rt:;rttit)�nurr�la���ta•ra� �atn III I�Lit�tiatfatitJ•�f1'��'ta�vtastatitla till Ll o, 0. e NINE 0, 0. a. o. 0. 0.0 TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. M OF CORNER CEFOERWTE C i. I2ANDATORr 1Y111GTION H: ONE HV LOCK (a ® SHPll BE USED AT 1/2 OF SHUTTER SPAN FOR ANY OR 12' ABOVE -OR 2 OF VUrrER SPAN mR SPANS UP ro 105, AND TOR INSTW:ADNS AT ANY ELEVATION. HV LOCK. ¢9 w. MAY BE USED MAN INSIDE OR OUTSIDE LOCK, ATTACHED TO 0 OR RN CENTEATES W/(2] 1/40-20 x 1/2• LONG FIAT HEV) SS. MS. LOCATION OF LOG( SHALL BEASIND(CATEO ON SHUTTER MON. y, OEmQ4 • �U 9wURPOSES. A LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE I.M.. CONNECTION OF LOCKS TO C T PTO TWO MS H OR ®SKULL BE AS INDICATED ON NOTE (1) ABOVE LOCAlY5A0tN1 OF LOCKS Y WHEN CONDITION AT j/' S L1Em W/IYVD H.V. t_MLSM. LOCKING RODS ME NOT REWIRED AT URNICANE POSITION. BUT MAY BE USED IF DESIRED TO ENHANCE SHURQt PERF CE 1041(D1C REDS 40 OR AN ALTERNATIVE DEVICE WY ALSD RE USED AT STACKING POSRON (NON HURRICANE POSITION). 4. ONE HV LOCK ® Stall BE USED AT CORNFF2 CEETIFR SPAN. AND ]INSTALLATIONS AT ANY / M BSIOE IOCK ATTACHED TO ® CORNEA CENRUUIELOG o. 1�F LOat A 1 2BE AS INDICATED 0 TYPICAL UTTER ElEVTWO Locime ATIION.ocis � AT TOP @ ON SIMLL BE USED. YAXBIUY BHURFR SPAN SHNL BE OEIEAYMFD AS PER SCHEDULES SAWN ON SHFEf 12. 5. • ONE ALTERAUTE FIV LOGC WY BE SED RI UEU OF /IY LOCK Rr i0R PXf SPAN PND INST TONS' AT ANY ELLVATAN. AL ERNATE IDCK ® WY BE USE) PS AN SOE OR OU@BE LOCK. ATTACHMENT OF 1/4'0-20A3/4' S.S. THUMBSCREW TO ® OR ®CENIERWlES SHALL BE MADE W/ 1/4b-20x3/4' ALUM. RNNUT AS SHOWN ON SECTION HVE, SHEET a. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR M LOCKS AT 1/3 OF SHUTTER SPAN. & ONE RN F SHUTTER H ®or PA m ®SMALL BE USED AT 1/2 OF SHUTTER SPAN FOR. ANY SPANOWNI OR 12' LOCK II BET 1/2 OF BE D SPAN IN SPANS UP ro SIDE AND FOR AHED INSTALLATIONS AT NA' EIiVARzo, HV LOCAC ®ar / a 1/ MAY BE USED O AN 01510E OR OUISOE LOCK ATTACHED TO ®a ®SYYYERaCAL CFNIERWTES W/ (2) 1/4'-20 K 1F L LONG MT HEAD / OR 1 LUCARON OF IDLE SHALL BEET D101CATVI 011 7TRGL STINKER EIEVATAN. USE Oi IOCKINO RODS '� W/ OR � TOP AND BOTTOM Is counEtnx wNDAroftr. +NOTES ON HV "T" LOCKS AND CENTERMATES: 1. SECOND ALTERNATE TO M&bMhlWg CONDITION it VAI In ONLY FOR QQ���ONE ALTERNATE W T LOCK WY BE I W UELI OF ITV LOCKS OR 09 FOR M1Y SPAN AND ISTALLAD AT ANY ELEVATION. AL. TE LOCK BE USED AS AN USIO OR WiSlDE LOCK ATTACHMENT OF LOCK .INCLUDES USING RDNFOI LOCKER. , AS SHOWN ON SECTION HIB, SHEET 9, WHICH MUST BE CONNECTED TO CQOERMATEs 0 AND qg W/ 1/4'o-,.z0 K 1 1/2' LONG SS. THREADED BUT W/ 7/6.0 K 3/32' WINGNUT OR W 1/4'0-20x1D SS.M.S. NID A 1/4'Ox 5�' fe"M LOCK MAY BE NSIA LFD AT MNSPAN OR tY UkVMUY AND BELIED YIDSPAN. USE OF TWO LOCKING RODS ® TOP AND BOTOM IS MANDATORY. + O ESE !� 1, )1Q : ONE ALI wai: 1A Locxo uniar USED H UEU OF HV lOCKS OR FOR HIY SPIN AND 00.TALIAIAHS AT ��SA]yY,f El£10 ®VAiION. ALTFANATE IO LOCK ®WY BE USED 101NiDRCEMENf 06ERT SAWN N SECTIONS NcENT OF NO e- AHO HOC MS,3SHEET 10.BLOG( WY BE INSTALLED a UASRAN OR 12' MINIMUM BELOW OR ABOVE WDS'AN. USE a LOCKING RODS ® is COMPLETELY OP IMAL- Sir "VCE=F•;9�'s----------------------- IL ECOEMa. : * E STATE OF TllUT TESTING & ENGINEERING COMPANY i C e»1 we xm. Y� w..m, nmae cRraa: 111fea a1 �, • H,a,, : E105Nr ae«ewmcan�lan-1A1 NAL EGa'��� vaTw® m°0°inT1i. P.c P.E. SFX7SitlHAZE/DATE A.S.SnA. Amertean Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach. FL 33407 KV. aaDE b1 WI OR W/O RV. AWPIC No 15-0B5 C. L EONORTE NiCNCIS (S S axu ON S 13) 0 _ 7< nl•. O(5W£ECSCNEEDNU4 4-0P IEON W/1/Y-20 91EET IJ) NU19 O 12 O.G 1' _ yyy 5(Pppp¶011 i0 . (SEf YYIEARE ei SHEET 11) © HV WALL HEADER INSTALLATION p .y_ _5., many•. OPIWILLL 1� 13 0• 1® 1/.'I-20il/1' ii E PNEDP9 TRUSS NFAO Y 1/P-zO NUTS a f2' O.O. ;; R„ E ol; (E)HV Well SILL JNSIALLATION 14) wsu REwnuu Q HV WALL INSTALLATION _MOFTC t . 13) .j SINSTALLATION DETAILS W/ 4 FOR ttPIr.LL 5MR1CR • C.6 a m 0.T0lNC[ (S.SEE ♦110119 Di USE fON I% HV -BLADE WMNMfO EE PECHIUTIONS GI'SNEEi �E�ON Si(EET 19 SUR Nlr LYSTNl.LgH. FlOWOA BUILDING OUR— High Velocity Rur I L E C O 11 C. A S S A AT6rIOGTSA=r Saems A0CIEtn 4268 WCStrOed9 uflve West Palm 8eoch, FL 33407 ® 2015 Fl61TN MV& S6Fll BERTHA H{ Accordion Shutter RV. arty #1 W/ OR W/O KV. XINE lllJT TESTING & ENGUEERINO COMPANY my Rw. IN so-. ae1, vm•. O IR o-: (N5)1-ti10. Fw : (]OS)TJI-1531 �: laecooPr.o� �., olscavneu nTr olu. 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' `::.. 'Y. 1/fr3rt.1/! 54 ✓. 5 09 O.G i 20 SS. NS aIORS e -- - • O� 6 7 �— /Hal/4' SO.S O 9' 0. G __ ••+1 ••• :• :} OIY oc•-m Nm a 0 9' O.C. I SCNEDU 1 •• '�• NBN Se0K11TJ 17 a 18 t/z' 1' 17 I B :. ,'1;; z.00'p vi . t1tl91W � Irw ryamatryE t ] 1 ] e CWICREIE tJ(E) a B' OL. z FECIWm µCNOR4 NON: "D (SFE SCNEPULE ON ON 511FEf iKN�L •,,`r. y.," '�'- - POUREO NGi CmtalEiE OR BLOCK SIEE( 14) ON91FEf 13(b) RODWn OR C BEon1 ®KEYSTONE MOUNTING INSTALLATION Asa BEcr+l : j I n T POUISD iCe HV WALL FLOOR INSTALLATION © HV WALL WALK —OVER 9aOBA INSTALLATION y4yeq Dt1pp1 Wev pd - BEanr�n HV RAINGUARD INSTALLATION f � OF MCIINGFO9E DeiNKE t NEYOVABIEu WON PERiORIm �°"SNaI"' ° '°""° `°G � a��SKais °" INSTALLATION DETAILS W1 C1) HV BLADE FLOR DA BUIIA'NG CODE Non Nigh Velocit Hurricane Zone TOMTT,v rixs 310N A, TIL(jT - ®zD1s .ulEm+ Una SUPPLY, 3 -ERTHA H lu Accordion ShutterSystem `„r`��A EN* •y�P: VG S A■S■S■A■ KY. MAEE1W1OORNs * � nsr®nml Mn ow..n o.: ua. 1 GID 11-192 4/13I5 Ooe 4/13115 4'•, STATE OF TIWT TESTING 4 ENGINEERING COMPANY LI Association, Inc. s DRAWING NO exs xw, sa. s4 sa Bm. la+w rNmuY, nwn ft— I (SAJeII-1510 afar 1 (J9fM]1-13t1 4268 Weslroods Drive %.�F�c/'•, ,WR1u `;:•��C'"� -�une�oo.,a Wast Palm Beoch, F1334D7 .1 rJ._D8r, ; "ay SIONAL kllla``k� n"ri""omlAli° 1 «Is'i SEE ENDN 'SHEETS 10 h /8 sot Mons ax teams epose . w taoa® wQ OUT F IN r wren ,sass INSTALLATIONS W/ n HV * ^ ® f/ BLADE W HV CENTERMATES 6m 6�0 m0a 6O.Od©d10 •®d OR SEE END WALL CONNECTION 1 10 DIMNG. 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Inc. aacv rc6 wa w.6 a YE +,3/,s .c'. cTATE OF 'k= �''• 'r[ORIOt;,: ���'��` "n'N•.'6'"%�'A "�'"fP0O6 "Wa "' :.(ws)e�,_Iso. rd: (wslan-us, ®mart°°"""' 426a WesGoods Drive West Palm Beach, FL 33407 x paAWIND No 15-085 "'o{�`r.�s'�;�p•�•A•L•E��.;[ lUL1fR A 1WJf Y. PE r1allo. uc a16, T a SHEET 8 P.E. SCHL/ra}NNAt'dRE/DATE a 0 20 ALTERNATE V " " OC V MALE(FEMALE "T" CKS CENTERMATES 8 LOCKERS �/tin HV BLADE s SM Me, CONNECMM DETAns ON scams 10 Ave OUT r IN '1'fp61°°� I avar®wrx mb car, xzatn w se¢cr a. a e. v. 8 vmram w nos sasT. m a vas vw ra a � .63.6ii.e�.2i.�9. oawuiax mu. cans P * SQ IOR 6 idl IM tP3® . 'ruxx. w aatr v. t m+a w. .,eww =.-n vNa4 urtce n"rr nia 2 wiz "xe ! vem. AS:lel"L1Cfe(SD BI ♦laR PadM vuisswa.am¢v omv w auu. (9NV •T' LOCK -® wOUT 0-20 x 1 1/2- S.S.M.S. 7/8'0 x 3/32' WINGNUT. Bffl* IL EC01N7. TILUT TESTING It ENGINEERING COMPANY Ja N. Jea A Sa >m. vsmu rNatM F1DPM? vrone : [sysN>1-Isw .: r.. a (Jm)mi-nJl -'4iepi0NAl n�.P�` ixn[R w min a: nt P.E. SEiiYJSIeI�ATURE/DATE "DflO'� u` t sum -VJW�UMMMWIIK2 A.S.S.A. American Shutter Systems Association, Inc. 4268 Westroaes Drive West Palm Beach, FL 33407 �sF arswumv mmp•w®urawsmv t� umm� wmc wapma. no-m s vio rn ai PTRI9MIE9 a.vxuiPa .m� n.or0. KY. aADE #1. W1 a1 Hurricane MAXIMUM SHUTTER SPAN* "L++' OR "L-"L-' (tt), INSTALLATIONS 0, or W/ ONE M.Y. LOCK ® or ® or or HO LOCK ® W/ NO LOCKING RODS or CINTERMATES & ® W/ ONE HV Y LOCK ®W/TWO LOOKING RODS TOP & BOTTOM SEE NOTES Yn0vA1 P nn CONCRETE & WOOD INSTALLATIONS V WALL MOUNTING RWN/WtAq YOOMrP1C l4 R) l-p7 L♦ (U I L-(N 30 Oft. 15-0• '16'-0" IV-0' 1 16'-0 35 IV-10' 14•-ID" IS'-Y IF-F 40 13'-Io• IS-10' 14'-2• IV-2• 45 1S-1" IS-1' 13'"" 14'-3' 50 12-r If-5- 12'-F 13'-Y 55 11'-10' If -to' 12'-1• 12'-I1- 60 1 11'-P IV-4- 11'-r 95 10'-10' 10'-10" 11•-f 11'-11- 70 i6'-6" 16•-F 16•-9' Ri'-r 75 10'-1' 10'-1' 10'"' 11'-1' 50 9'-lor 9•-10' 10'-0' 10'-9' 85 9'-8' 9'-0• B'-0' 10-5- 9O 9-3' 9'-3• 95 A-0" W-9• V-2• 100 '-P 9'-T I.-7- 105 -I1' 110 r-r 8'-7' 9'-2- -J' M4 120 -11' B'-2' 8'-9' 130 8•^8• t7'-2'F_r 8• - B'-f -V-5' Y-10• 135 V-2'r-6- 140 '-Ii' 7'-0' 7'-6- 145 5•-9• Tti" ]'-3- ISO 6•-r r-4• r-0• 155-S'-S' Y-Y 6'a' 160 C-11' 5'-2• T-1' W-Y 165 F-10' S'-t' Y-0• 6'-C 170 W-9' i80 6'-6' 4'-8• C-8' 185 V-5• 4'-6• W-r 5'-0- ISO 6•-4' 4•-5' C-6' 195 200 V-2' 4'-2' '1. 205 e'-1• f-1• V-,r 5'-1' MAXIMUM SHUTTER. SPAN* 'L+' OR "L (fL) FOR INSTALLATIONS W/ ONE HVLOCK ar or W/ NO LOCKING RODS (SEE NOTES t, tT) CONCRETE & W00D wm.M WALL-110MR((p1G I fv mJr RWR/CmrNC Mow:m+c M IMUM SHUTTER. SPAN* 'L+' R -L-- (ft) INSTALLATIONS W & W/ ONE MV LOCKS OR W/ NO LOCKING ODS (YAJJO FOR MOUNTING© SNFFr 7) CONCRETE Aga Wtl INSTMWIONS � NaaIILE9IIG YOIMIW. w nd) E• ae YL- NG LF (A l b I6'-0' Iw 1C-0- 35 IV-2- ur-18' 40 14'-2' iw:r 45 IN-4- 14'-3• 50 55 w 10'-2' 10-11- 65 9'-F IW-1- 70 V-9" 9-4- 73 e'-9' INSIA1 IAVON IWEN) CONCRETE & Tye MANSORY WALL A. B, C. 0. E. M.N.E&V�. MOUNTING F, K & L FLOOR/C'OMG C, H, I. I1. J MOUNTING & M 0 MANINUM SHUTTER SPAN T.+' OR 'L-' FOR INSTALLATIONS INTO W000 Ssel. BE UUTED TO 105 pd. ASS. DESK.N PRESSURE RAnNG. t W CORNER CENDRMTE /3 MY BE WED AT ALL YWRING It61AILATIlNi LICKNG SPECUTGATIONS SRN, BE AS INDICATED ON N NGATORY CONDITION 12 NOTE 15, SHEET 5. ttEK®T THAT IJAQMUN SINITER SPAN'L+' OR 'L-' AND MMDWM ASLi. DERNG PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR WNGREIE BLOCK SHAIL BE UMRFD. AS FOLLOWS: I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64, 72 p.9.1. AND 8'-0' SPAN, SEE MOUNTING(]) ON SHEET 7. SEPARATION TO GLASS SCHEDULE MINIMUM WIND ZONE ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1" (1) HV BLADE TILLIT TESTING & ENGINEERING COMPANY 6YA NW: TOM. St, SR Am, Wu4a riAp3. 1WtoF A qwm : (m76>o-lvo . Tm : (m)671-1ss1 o-mai NUxNIml..em Re-0006r19 FuIM A nLLIR .Y. FIDIIDA LM. /Ni67b) A.S.S.A. American Shutter Systems Assoclatlon. Inc. 4268 Westmods Drive West Palm Beach, FL 33407 (1) LH MAXIMUM ALOYeflU SPAN FOR A GIVEN MSIRrE ASO. DESIGN PRESSURE RATING. L-O MAX. ALLOWABLE SPAN FOR A GRAN NEGATIVE A.S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DETOMWE MAXUJUM SPAN FOR WALL MOUNTUI (TOP/BOTTOM) OR FLOOR/CEILING OVEN A POSITIVE A.S.D. DESIGN PRESSURE MINING. DERRIARE MARMUM SPAN 'L+' PROM SCHEDULE. MAN A NEGATNE ASD. DESIGN PRESSURE MTNG, DETERMINE MA%IMUM SPAN- FROM SCHEDULE r MAaMUM ALLOWABLE SPAN IS EQUAL TO THE 3UMMUM DETERMINED SPAN BETWEEN 'L+' AND 'I (3) PROCEDURE TO DETERMINE MAMMUM SPAII TOR MUSINAIONS IN BERTETN WALL MOUNTINGS W/ FLOOR/CEUNG MoLRtlem FOR A GNCTI PG9TB'E ASO. DESIGN PRESSURE RATING DE EBMME: U.- MAIC SPAN FOR WALL MOUNTING MTAJ Uta 6. l2+= W. SPAN FOR FLOOR/CEIUNG MOUNTING NSrALLA1ION5. MR A GIVEN NEGATIVE ASA DESIGN PRESSURE RATING: DETFftMINE MAX U 1 M. SPAN FOR WALL MOUNTING -RI Iz-� M. SPAN FOR F1.QOR.F11 /CNC MOUNTING INSTALLATIONS. nNAL Y,,W9 AJL ABLE SPAN IS EQUAL TO THE MNMUM BETYIEETI ir+:'U+'. lr= AND T.2-' (At).GO OWA TO SNANCHOR D HEDUTNE�, FINAL MXIMUM . DESIGN PRESSURE RAMO TO DETERMINE MAMMUM ANCHOR 2013 KV. HNE #1 W/ OR W/0 KY. 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TILLR TESTING & ENGINEERING COMPANY Ll•d pl %N. SL. %. ]6f. WLtW fiWM.'S. Wc= J] m.: D057eT1-IrwW . im : (]Wj17(-15)1 0-9�: as,�oofia..fi91 $ OW8J19 rtN.lDi A 19lli PE RmaA Uc / Nlfi) M RVANCEDHNOLOGYLID-SET • SEE ANCHOR SPECff1CATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF A,S.D DESIGN PRESSURE RATING i POR SPANS PFR SCHEDULE /3, SHEET 11 () HY BLADE ONLY A.S.S.A. American Shutter Systems Association. Inc. 4268 Westroads Drive West Palm Beach, FL 33407 No MAv1MUM A4t 13DESIGN PRESSURE ReTING (G, gNO CORRESPONDING T; nYIMUM ANCHOR SPACING (in) SQHEDUI F FOR A "GIVEN MAXS"=g CPAN NEDew 'D DESIGN PRESSURE RATING AND A CORRESPONDING MOUNRNC TYPE (YE u6UNmzs 6N slurs I6 A I]). !E=-; LJ B E�; T'R AT E SOURTEfiN PINE No. 2 W/ MIN. C-OSB, DOUG(AS FIR W/ MIN. G-0.50 SPRUCE PINE FIR NORDI W/ MOL 0-0.43 SPRUCE PINE RR 50[IM W/ MIN. G-0.36 1/2• NUL Cp% pLYWGDD 2 W IH, P o. uW. G-0 W PINESPRUCE RR NORM W/ MIN. G-0.43 FIR SOUTH W MIN. C-0.36 Ino,r sa91(q WALL MOUNTINGS M. 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IIE .nOG > BY NI Wl6�M 9LLi 19 } NOTES ON ANCHORS REQUIREMENTS: WOOD SUS57RATES. t. 2x7tBls m rul, nm6 m saD r9m so111r swt Ws rm2ars: 3. M E st6L aF THC 2 wl -sdm93w wu ro. 2 r/ c-b5s fN.Ds) Iusw Tess) 9f LTiI. 61Y19kY V/ 16WUY 1]�WfM AY 9®IG1fD AT 4YG1W IW 01W SAETS 16 R 17. -SV t%E ne tY� W/ fS�0A3 otta) RfNy3016 S6 1DIC 2 OF9DL -SPRUCE T%r To, SOUM W/ O-LL16 (NAA) z /H]O6 m 1IWLW QYW s HE A5. PER K)UNTNG 1 U. M n /K 9Vil ISN95l C{' -IM 1/2" ILr PLYWOOD (IM6 APN UD SaZ01" AS RR Net 2012. SPKFIGIWA 4. ANCHCA^ S WL B6' IIli1NlLU igLOnNC AL OF w DN BPEMIGIIONO.00 ITT ' AVCMR6 YUMK'IU6FA. 101111"I'll �" ^..,, 0 �P " �k' ''•. ` • 4167 - IDS: •; * c IL E C O tNe. A S .S A IS American Shutter Systems Association, I 4268 Westroeds Or'vo West Palm 13 .ch, FL 33407 0 2015 CA91DW METALSUPPLY. M. BEWMA HVTM Accordion Shutter System Nv, seDE #T w/ OR w/o Hv. YdPDDVt SALE T LLR TESTING & ENGINEERING COMPANY vsJ .,. Too, 61. a.. m v+cv�t cvaoaL nova, m C3 Rw l-I300 . F. 1 003)371-1531 man: WmmOomwm QI-OOOW19 walm w Tour a. FM eowFtwl B4m oR.Wn a: aL GLO 11-+92 4/t3/I5 wF + 13/15 2 DRAWING No 15-085 ' * • STATE OF : 4i 3 -1 SHEET OHV WALL HEADER INSTALLATION InsTwc .::�1tsg'so nuc'ox'°su�ll) i i t Y M 2W lrwREO'0. 1/4'P TIPCON M TIPOON WnH MVgNCFD 1 Wif r.. TFCIwOl W/ 1/2' Y PTwflMTM OF THREIDm / M RYW9W (we SOILWIE CN SRFEr 15) fYOSnn wN. CD% PltW900 ISO'D. P�VO d '. , M CON WIN MVNM O TlIRM 1 t/r Yin. PINL TION OF /Y(jN'G�FIf. (56 �A6PGE PV �® 12 SORE 1' Yin. O NY15 0 L 1/Ka TMCOO M \WMN WITH MV,WCM 1/2 WN. CO>TH G FORM PTO;rifMnON OF LYWDOD 1sMb.1HefA0P0 MPA INTO PLYWOOD WNL(5!E 5(D¢OaE ON 9iET 15) i ' '.. WN. l21 .1U11.1 O 1Y LLG IM IC{1 Y. ' KMCO m M ATPQYO Ta steas w camNlcc KroR1uvU WITH SRCDON ewe 0P 1HC F9.C. Fse�+ z�oe �' T QO HV WALL. SILL INSTALLATION ©HY WALL SILL INSTALLATION ♦ t aN�o �w u,5t: w �t aN lFl ROHM BUILDING CODE Non High Velocity Hurri"nu Zone 0 2015 E2Sln0J YETAI SUPPLY, M. nip%w,. 4 3' �. E C O i■e. 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WN- PWCTAAnON OF 111REAOt'.0 REO,R VIKIR'kDED . TECHNOLOGY W 1 1/2• Ms. PENEIMTION OF TXIUWWD 00A TO HFIDFA. (SFE - COSIDIGxG wDoo NU.OQi. AREA M O6iWC WOW NFAOOC = SaMOU1C ON SHEET 15) SOIEDIILE ON seaa I*) (uE saeWlE. W s1aEI ts) � �* roR Q FLOOR INSTALLATION �X HV WALK —OVER INSTALLATION V HV WALL SILL INSTALLATION Q HV FLORIOA BUMING CODE Non High Velocity Hwr one Zone A��t/�1' ® 2015 EA m NETAL SUPPLY. INC. ............ .CENSF BERTHA VTa ,✓q' IL E C O E.a. A.S.S.A. stem ��rd1oRR /O Kv. KV.. MMM BLAME *: American Shaffer SystemsW3: �/ & ENGINEERING CONPANY T y~ Ut Associations Ins. 1 1J/IS oar- 4/1]/I5 0'TESTING Q-` BW NW afiu. SL. SN 1a. Ni4eY fNL9E. NWM MIAwe :(Ju5WI-IM. F..: (JOS)8I1-lWt4269 Westroads Rrive DRAWING No West Polm Beach, FL 33407 "'1/s/ONAL E�G.�c`wLmH°>R�.. P,t15-085 nryI aV HDIODA@./ ufm SHEET P.E. SEAL/SYGY�IAYURE/DATE 17 of END INSTALLATIONS (D HV BLADE OR a WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS rm�W.dn°0° rw• ws wow Elff I-. 14_ Y/ 7.1 ,.. 91 �. •e _ W IL EGO,,,,. TNJT TESTING B ENGINEERING COMPANY wss N.. gem. s.. cm..wa wlwns sNisos; namA sa anu.: nas�Jl-Jaw . ra. : (ws)aJt-Jasl o-� mmooame ®-OD'J6119 W#RH V. 9 II➢Hd N� H187 r Oft won a.omv tp.�N �p ylo m�ioNirc aPY 00.� A.S.S.A. American Shutter Systems Association, Inc. 4268 Westrocds wMr e West Palm Beach. FL 33407 ama aJs END CONNECTION DETAIL . Ravm ov rav am aomu n.w u•-a • SEE lAI ATaNS OF IISE gTOR OR W/0 NV. INC. WING No 5-085 �Pa®` M. /CEk me YA.Y. 6 KNeD1YS N2GD1F EDADE a SEE DID CONIAMIIOe 10 Dw SHEEl4 & & 1B 1YP_/ NLL 1B]GIT. Q��%'�F����L na,la;, .u. w,. .,n .e.•.x n� ]•: :ru.: 11 ,MO�O���O. . �7�1:9�7J• ���7����t✓1 Pi ���MAI'IMI M M M MI II 1111111 L. IN .. .._._ _.__ ELEVATION ------------ Wn1NC DlASSI_—________- YN S6YWw m GASS DO@2Ew s 11 F Oav W=5 MR 9IOG& W/O0 (SET NWE A ABOW) _ PLAN—. TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE A SHUTTER* N.T.S. IL ECO IBc. 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S2E NIOiGR W,,, EwEWLE MR OT nCn IWO NOW F E suu:w145 ON •J' P2T 1S. a L611F0 0Y SPAN AND OFSw lM0 (Sf£ N016 1 & 2 ASOIE). ]. SEE /.tAIOR WICNG SbGUAE FOR wRS UI016 PRO NwFD COYOEIE w DOYwEIE BLOC( W,41 w 9Q15 12 & IJ AS WIET Of WM AND DE RGH ICAO GU RD16 I & 2 1894. & "Rest s RRARoN N GIAS SOQBWr. PEe ABef E-I5 . pWD ZwE YNIYUY S ARX w TO GINS 1 110A1 3 f' C] A.S.S.A. It Amedcun Shutter SystemsAssociation, Ina4268 Westroods Drive West PDIm Beech, FL 33407 HV. IAWWG No 15-085 0 ax Irt�lnl� * GENERAL LIMIT�IONS AND CONDITIONS OF USE FOR BERTHA I HV BLADE ACCORDION SHUTTER SYSTEM INSTALLATION TO METAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (P30 2, MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M©ON�TMS SHEET. 4. ONLY ENTERMATE(21 W/ Les/ HV LOCK ARE ALLOWED WITH 21 ARRANGED ASYMMETRICAL LAYOUT, USE 0 (2) 3 {6' LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. MATES a�4 ® 1/4'o NOMINAL ALUMINUM SLEEVE 6063-TS ALLOY SEPARATION TO GLASS SCHEDULE loco' WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS I THRU 3 1• 4 4- "„'°" •.•`.e.• ." a 6' O.C. O 6. O.C. r -Hmwl g If F# BLADE SLACK DETAIL HVF IS ALSO VALID FOR t/2' 8 CENTERMATE 21 APPLICATION WITH SLADEO 12 436 • 1 t/Y. 11DH• t1oc4 :'v'AwE$'7 O 6' O.C. 1Ai. c-w stm t' IRTAL ste0s AT a t4• oa. _ :" I MS WALL HEADER/SILL INSTALLATION mwo nwsx AT nrPucnaA DTP. TpP e'mnae) c Zp NO 4'WS--- -- - ---------- - -- ® 1 WO-20%30 BOLT MUST PENETRATE @0 1' u7r ' 1_.�m I- O50• a /4'0-20 THREADS ® ,1/4'0 ELCO CONSIRUCnON PRODUCTS FAB-LOK HD COMPONENTS S F., 3/9'- 1" Y 21 a 21 21 ui( { 21 (214 LOCAT AT 17 HY IfieER/9lCnrGS 4 12 —3 'IV OYe,I (6'Min.) ' 24 (Cant) 1/2' Dro'j 7• T HYA JJM BLADE SLACK DETAIL HVF I&C VIEW Y SIDE CONNECTION TO TRACK 6 1!2' WY. SLACK 4' FLORDA BUILDING CODE Hon High Velocity Hurricane Zone \\\SetuuNNnrO{� >G li p��r•J 1icT "' •' = *� % ;*= •e. � $ n� IECO1 Nc. L A S S A ■HV. 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