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HomeMy WebLinkAboutPRODUCT APPROVAL1. ` 4/4/2019 Florida Building Code Online *- _ DOS Home Log In User Registration I Hot Topics ( Submit Sur&arge stats a Facts Publltations contact Us SCIS Site Map❑nks' sear& dbMai 1. Product Approval USER: Public User r FILE C PY Pmtluct AQafOVM fl anu > PmtlnR or Agplicafon Searrb > [goica['on L'zf > Application Ue[all FL# FL �7 �j(, Application Type Revision vision q66 Code Version 2017 REVIEWED FOR Application Status Approved CODE COMPLIANCE Comments ST o LVCIE V°®6 NIW Archived [` ��aa��aa I3OCC Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email SCANNED BY Quality Assurance Representative Address/Phone/Email St. Lucie County Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L� Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. G9 Validation Checklist - Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING.17- 107 CERTIFICATE OF TNDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC, INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE (b) Pa 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 https:llfloddabuilding.org/pr/pr app_dfl.aspx?param=wGEVXQvADgvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8a/a3d 113 4/4I2019 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 stone protection Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D".Max span is 12'-3" for 40 psf positive ASO load and 13'-0" for 35 psf negative ASD load the HV3 blade w/o window blade,5'-2" for 110 psf ASD load for HV3 blade w/o window blade and W-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 EL389 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 EL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING 17- 108 PRODUCT EVALUATION REPORTPDF Created by Independent Third Party: Yes 389 2 — Only- Berta (N n-HVHZ)- Drwg 17-107 Shutter -Blade 1 ( and bottom) for storExtruded aluminum im prot cnteockitioonng elades retained by tracks (top Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile level "D". Max. Span is 16'-0" for 30 p.s.f negative ASD load depending on centermates and locking rod configuration for the HVI blade, 8'-0" for+64, -72 p.s.f. A.S.D. load for HV blade for Keystone mountings 7'-0" p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1A working in unison. See sheets 7, 11 and 20 respectively of Installation drawings for other spans and pressures. Installation Instructions EL389 R9 11 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 1 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 fI Blade 1 and 18'-0" for Blade 2. See schedules on sheet 12, 25 and 28 respectively Installation Instructions FL369 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 Created by Back Nert Contact Us:: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Monte is an AA/8e0 employer. Qgyflght 2007-2011 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 once by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), nodda 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 smalls 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 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 dick here. Product Approval Accepts: M W� FgF M https:/ifloddabuilding.orgfprlpr app dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXQSOPMYK7UCS%3d 2/3 GENERAL NOTE; 1. BFRDLY KY. ACCOROmN SNIRIFIt.SY51p1 SNOAN..%TN6 PRODl4T EYN.UATgN OOOW4NT (PiL.) NAS TEEM ypaFRD FOR COKP M OJ ACCORDWQ RION ME M17 (a,, MMON) W ME flON,M BWIDUG COOL MR ACCnROM 9(Ut1ER.Sy51Ey $xuL NbT BE�NSTAIED AT KP1AEl0Ctt E TONS. DESIGN 'AND IZADS SIWL OE Ofl9aa "M SECDON tat0 of INC NXwE y@IP m COOL TOR A.OASL ma SURD' -REQUIRED W INE..NRNN wN NNERE SHUTTER µTy BC DIVAUID WWN A PRICTIIIY OHL FACTOR K4W,a5. USINBC[ G A7-10 AND S,,, NOT EX= THE N,V UU (&S.E) DEEM PRESSURE MINIS IMOIDEO ON SHEETS 11 MIND TO, IO A 20 IN ORDER To `STONY MC ABDYE CONNTON" ULTO"M OESGN WAD. LONIS DETHTMNM PER ASCE 7-10 :SHOE.BE NINT REOU DD IN ,,0ESA. D61CN 0 W{LOAOS W RTWLYNO MEN BY OROERM COUSAAE TEE$[ H/ Wit. (ASA). DEVON PRISHOIX RMINGS VOWED ON SORTS 11 T 0, 15. 19 A-2& N ORDER To YE10H IILU "Ne" NEN(S AND ANCHORS M INN PX-D. AS ICSED. "IE ROT ONR'STRESSED. A.33 1 NV OLIVE ONACN,,,E SMM TOR HP9 fIIA03 WAS )ATE USED IN MDR AN 51S, HOREAX A NNO DURATION MESON C 1.60 Y, WE, MR YEAR1CAl10N CF FAM)M" IN WOW. Art. malcorrm ACCORDION S1anRR STSTENRS AOEWACY-10R WND AND VRGE UNSXE NPACT LOAD HAI BZOJ YT7DRED N NCCOADNCE WIN. SECTION IC0R.1.2: w THE Am WETRrIMFD COOS AS PER -THY B{MEO /0211L1-0&..(0715.01-0& /IQM.9i-%: /1=1AA1-Be 20317'W-Oe. (0M OI-10 AND (0210n1-11 AS PER TAS-201. TM-202 AHB cn-203 PROT000I.S AND AST, E-1666 AND E-19" RA01R0a (UESILE LEVEL D. WIND 2MM 1.. 3 A1. $ ,3)-A #1220..01-10 AS US VN. 20.203'.PROl000ES. INUE, MISS= -NV WINNOW RUDE 0 #0SNM'-a0 AS PER ASoU E-IONS AND E-1996 (USSA£ I D, INIJD IMES I, 1 3) ew9 PNOTEMOI MLY AND ! 0723.01-60 AS PER TAS M2 PROUlea, 2. W BIMEQ AND W YAJDOW NADE e ARE nmNFROp TO NCRN N UNION MIN BAN OTHER UNDER ME GVII IJUTAmN3 AND CONINNO S W USE PJ,,I ON S1EE! 19 S (URn1A KV. ACCONOp1 PUJS % Spm ' USED AT BIADR K' U w AND mR D6ECT Ne"I CONNECTGN TO'TRAERS SOU. DE B14Y275' AND 14a1.75' RESPECINTLT. 41O-w UltmaN SERIES 6TACLLE9A`1 5GCA5 INDE 135E Tol YIELD TRSHGM AVD T U Ati TENNT4E STRENGM TINS a BE COAHOD wall BERTHA w DACROMIDD �TNO S151EU AS LLINIIFKTLRJ[B BY MPROJED ttUIIHO MP(IGmRS. RnIETFIEp WRH ARfftlfAV SINIIEA'ST51NS ASSDLM)iON: PINS NOW BEAR THE w NARUNG ON TNOR KEN. ♦. Al. ALNUY NC1TRIf$IOt6 "' 6E ALVI911UH'ASSPSIAIRN H.LO! NIp TE16D AS 60 AUJ I "a"a"D M SHENS 2'MD 3. NMNW'WELD S11T7mDH Me 60W-Se AU 6,S0.0 W AND =7 W MR 6: AL1. SCREWS TO BE STN1aESs STEEL 304 OR 316 AV .SERIES ON. CORROSION FINSPNT MOM CARBON U STE0: AS PER ON Bea Me CO m1MAliLtl SAPENGIN ARE 90 Li UK lENIRE SIREHQM. Me SU1L COMPLY e/ RON A BUNDNG OW SECTION 24101,S.4: 'e. can ro eE ASIW A-NYIGAYXNAAED sIEEt, aT-Jm 3a DA 3ta sous sn9Ans s1Eu WTE11 3a Lai UNLwDI YN1D'9Mf7wlK 7. SEE THE FOU a SX[In iM ANFNOt SPF.YAOGDONS NY &ME.Q : 12.T3.14,15 AND 20 'HY mAOEQ A Q RONNONO N UNNSI: 12.13 & 15 S INNBERTHAKY, AGWRDIM SHUTTER VISION BEIRS A UA PATFNE /6'7N9.88;. CpNPMJENIS O0 THIN ACPRWAL ME CDIEIOQ_ W WHOLE ON N PART, W NS. PATENT fV45&170 ISSN, 10 FASERM UETA. winu. NO. 9. R SHALL BE THE RESPONSBPRY W NO CONNWCTOR 7O NTRJY THE.SOUNDNT59. OP ME SIpW R C WHERE SKI IS TO BE ATfACHEO m WSUNE ;NVp,R AJCNOMOL. CONTRACTOR TO St',LL/CAUtk ARE SNnER OOWPMDT EOGEO wN CN ROWN. MRU FASTNVU; N CMfi ow courAcr Now THE a af#M To PRMN abm/RNR INTRWRIN, 10 VCN UNIT NUR BEUI PERUANENT U812. N A Y®BLE MACE WUN WARONO WANE. DURING PDWOa N' NU;PRTJI,E WA allo NONE OMIT. RHNTI; OR ODORS; UURPROPORTY EIDSE AE NY IHU No CEMEIONIET AND ENGAIC M U4 ALL IN AND NO LOSES. 11. SHUTTER MANUFACTURERS NAD. %WIA K: WQDTD ON A RFAOOY Y44SE LOG1mN AT ACCORNM BUTTER IN AOCONOVIGE MM SECIIM IM,.3 OP "RBA NUNNG ECOE ME LIBEL SWA BE UALm EDR EYER'A BNEI INBOUND TO COMPLY ROM SECTION OP TH Iro&9S E i10RM IWOM BOOS CO : It. BERTHA KY. ACR�N SRER USnULI HnlS NSATKM SNNA GOWN.Y CORN SPECS MOVED IN INN Dww4NN RUS ANY SALONC AND 2GNNHI RRN $ Bola BY ME. JURSDK IIDN WHIM PEPoAT IS APPLIED TM 13, (a) ME P.ED. PREFACED BY IKB ENGe M I$ GTN£RIC AND DOES NOT PROYYK'NN'RNARON FOR A 6GE SKIDON, PROJECT; Le. WHERE THE.. SHE CON OTICPR GENAR. FROM THE P,ED (e) CONTRACTOR TO BE RLRPCNEI&E MIT THE SELECT%,. FIIACNASE NO, OISTNAATI011 WA,NG M SUETY DF Me, NBOUN,. OVED ON THIS P.LS' PPOAAiED HE/SHE DOES NOT NESI.ATE tPAU. THE CONDITIONS NVAN D M. BOB DOEUN04- CONSTRUCTION SA At SITE S DIE: CMIRACIORS RENVSSEW.. - (a) Day PE COAL BE CONSIDERED UA%UD IF ALrt OR ANY WEAN$ T41 BILE 2% PROJECTS S m PROPMTD W A nDU9A REGSfFRED ETgINCER 9R A9WRECT 180EH WILL BECOUE ME MOREER W FUM (Coal FOR:THE PROHEOT AND YMO NLL NE RREEA WON6IDIE TOR INS PROPER WE OF THE Pt D. ENSNEfN OP ATDNm, AETNO'AS A 0B.CGUED MUNTiR TO INC P,ED ENONM O,, SWW m INN CMTER Me ONE SNNNN, DPAWaN Mo (4) VVI P.EA. S GOUT THE BATE. AND DRIONI BEA "a SUNATURE W THE MFESSIONI UNG91FE11 OF RECORD THAT PREPARED R. ARFA 1: HV a ABFc (1) g I(p GENERAL NOTES SHEET 1 VISION COWVN[NT 1-20 SKEET 2 SSW COMPONENT 21-37 SHEET 3 APICAL SHUTTER ASSEMBLY 38-44 SHEET 4 7YPKAL WINDOWBIADE A W,,OW DETAC AREA. 2• HV RLAD (U ANO FflA WINDOW ROAD ?A} (WHERE APPI 1 AB E) 1YPICN- SINnER ELEVATION A NOTES ON LOCHS SIEET'5 NSTAL(IION DETADS A-f, CCNcwVE/DiccK SHEET 6 9RI1A14110N WlA 0-61, CONCRETE/BLOCK SNEEt 7 CENIERW7E. DETAILS; w SHEET 8 CE NTERUATE ALTURNADNO DETASs W SHEET 9 END CONNECnON DETAILS 1-6. CONCREW/McN, SHEET 10. W AJUU SPAN LAPS :MEET 11 ANCHOR SCHEDULE- CONCRETE A DCOOX SMELT 12 ANCHOR SCHEDULE- CONCRETE A BLOCK SHEET 13 ANCHOR SC mtCE- CONCRETE A BLOCK SHEET 14 mchoa TCEDLLE_ WOOD SHEET 15 NTIALLATION DETAILS M-R, WOOD BEET 16 INST MM DETALS S-X, YlOOU SHEET 17 END CONNECTHON DETAILS 7-12 A X, WOOD 'MEET 16 AREA 31 NV WINDOW RI Ant, Q ON Y SHEET IS rTPICAE SHUTTER ELEVATION AREA 4• HV WINDOW 13LAD (1)ON NSENAATM DETAILS, METAL MD WA1S Y INSIST 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE Or FLORIDA P Qy �•�� �_ MIT mrz NC. 02017 EASTERN WEUL TUPPLT. NC i t i L E e o me. A S S A Accordion Shutter System SCANNED to A.S.S.A. Kv, annE gt w/ as w/a Kv. tWwavYaAtE BY t j T1LUT 7ESON0 A FNCWEERING Cl1UPANY ATOFICBn 5 flora. SyBl0m9 LY, eRnPne CAL Belk A p .3 RN.:aa, x. W4 A$.Wa+,A GmWmP. Ham, 5N AS000tOtton, Inc: I aD 1s-oes 7 n 1 aArD m/z7/17 St Lucie Courti`. f R A %1343)OA-15IC. I(os ml 4268 V,'e5lmods Drive : ,T PC aW-'m^+ t4eat Polm Beach, FL 37407 a DRAVRNG No SIpNALE n,1 W q 01 A WT . P.L 17-107 P:F. 'Me..ulwhw.Peme,r nDPDA1 111167 _-- OF 0 w SHEET 19 Bl0 1.696' 11 HV GELLING HEADER FOR USE W/ NY BLADE i ONLY, SEE SEC110NOR YA 6063-18ALLAY AND TEMPER UM W/ HY 3�HV UNIVERSAL ROAT R. OUAMED FUR USE W/ HV BLADE() 6006-TS ALLOY AND TEMPER ALUMINUM ANGLES QUAUFiED FO$$ USE 5YJ MV BLADE VI bKY. 8063-T6 ALLOY ANDTENPEN �OUgJW FOR U E IN HV 606S-10 ALLOT iEYPER_ �HV WAIVER TRACK UI FIEO fUR U��jjE W/ W 606E-/s BU OxEX ti4PER COMPONENT A R TI T] © Y 8' DAY 1Y$' 1/9• 0.192, W i• wlc ar9D' 0.190• ]' 6' WC 0.139' 0,131' O]OIT LD6CO3 wG 4 IL C O IHD. TII.UT TESTING &, ENGINEERINO COMPANY v' aes N:r. Mvu m„ iM8111tp4V, ]� rl� 1-' . FC FNdr. :.(b6,4y1-IS:O .Fm.: (MiteTl-Iiil. L'? 0 esx 8 a ' Qt�te NCH TRACK QVALiFtED FOR U3E W FN 6wosn DNLY. A.S.S.A. Amertoon ShuNor Systems Assoclatton1 Inc. 4266 Westroods Dme West Palm Beoeh, FL 334D7 AND TEMPER i� HV RAINGUARO OVALNIED FOR U j w/ W 8063-T6 ALLOYYE 1 TWPER. TM No I• Sm I ' I 1aesC. —I nM fi rRDm ELLWnox © SOCKER FOR "T" LOCK CCNTERHATIF OUAUPEO FOR USE W/ HV BLADE I ONLY 600-16 ALLOT ANO TLNPER 1 OW' .TIA- S QHD FCE FOR W/ N DE I QUALIFIED FOR USE' W/ HV _WAP"c 1 I 6063-76 ALLOY AND TEMPER ®LACKING RODS OUSIFIEO FOR USE W/ HV BLADED GD63-T6 ALLOT AND TEMPER 0.I OUAUFIEO FOR USE Yl/ HV BLppE 1 ONLY 606l-T6 ALLOT ANOTEYPER 6C63-T6 1/ Lair. HV 3 e^m-16 A( SI81 I -G HD CENiERM O AUf7M FOR USE W4. HV BLADE I 6G63-T6 ALLOY 0 TEUPER Ai1'0 MWIFIEO FOR USE Y!/ HV SLAOE{I b1q) Roma. a1G. .s S 2 1 Tt ; TIUJT TESTING B ENGINEERING COMPANY C' 6Nf xR %i. $ 9...145 VAPN Pnen.: (aDb>L-isa . ra. ,�rv.�i mricast..0 IR HD LOCK BY REGGIO HMMWAE. YORRSE t s OUAUREO FOR USE W/ HV A.S.S.A. American .Shutter Systems Association. Inc. 4268 Westrcods 0,1" West Palm Reach, FL 33407 KV. BLADE. LM E W/ N ONLY. uNu IHWt Y AKQ w,wuv. Hoax BOLT tom, YG EMPERN METH. Stk , aK. No 107 S TTER ASSEMBLY SCHEDULE FOR HVMHV(P E,I E TA RECESSED NYLON BUSHING T RECESSED NYLON BUSHING PX3/1 N HAT WASHERL CARRIAGE AISI 302-303 SERIES 16" THICK NYLON WHEEL. 61 302 SERIES S.S.'RNEIS ® M2 1 3/4' ACCORDION PIN W/ g8 HEAD " ® LW 2 31V ACCORDION PIN W/ /8 HEAD ® POLYCARBONATE IMPACT RESISTANT W WINDOW I(1) HV PIN @ SHALL ALWAYS 0E USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV TD OR HV (9 BLADE. (2) HV PIN 0 MAY BE USED IN LIEU OF E) AND ONLY AT EXTERIOR BOTTOM .KNUCKLES OF NV ACCORDION SYSTEM W/ } BLADE WHEN CORRESPONDING TO INSTALLATION `11', SHEET 7. (3) KV PIN @ OR' W/ 1/2` O.D. 1/16" THICK S.S. WASHI SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL SHEET 020171Il1F19; DY`. TILUT TESTING 8 ENGINEERNG COMPANY a am::mn s , am. ,.ma.a �,a..., .,..."... A. AL .147 RIOR RESIN ON SHEET POLYCIRBONATE SOURCESFOR t6f.. TaWB nrueala LIYDMD iPuvxs ,®ar ,•dr.mu vacs awn sraals2n an cro. Dwt mm' as.a o/A'• wwe 1rzm waaaw an wu o,,w all sxm a.l naxwn PNamieu zlm an+vroo itseo s..a u.,m F•� ease,mmaea ease, am mw swam r,u vsmo a•1 ,u;am aw nn maa n rt-ma. n rt-wn Kw aa, ,r4f Wf. 0.V[ W B asn Dt» 0., aA5 C-, aaE RII LN�� ASry DIPS ta,O T pm T MlDa$3 DNY II163 '.1NTl avmon MR- W au a we m411 SWtI Yp65 MLM1W:G M- Ian NC &6, Ru ema wp 0.I.� A.S.SmA. American Shutter Systems Association, Inc 4268 Westroads Dt'ne West Pol,n Beach, FL 334C7 WC AWNG No 17-107 I (B•®- �To II i �I uRi" e --1-sit ��w.�.,.����Lc�■.�,a�.L.Ir�:�.r�. O• O� ©� ©` O. O` O` O` O� O� O� O O� O• ©• m` TYPICAL In HV BLADE SHUTTER ELEVATION N.T,& Or CORNER CENTERMATE WARIER ELEVATWN, ALSO BE N FOR ANY SPAN ONST ANY oR R INOI GP ro Tao Iry D anrtxuATEs � • •1. -.—" a.a, w U On GunIT UTES SWit BE UNDE W/ 1/1 D-2Pt3/.' AWy, RUT AS W" ON EEMM MS. SNECI B. ON LOdK SYVAA Be USED AT 1/2 OF SMUTfER SPµ OR IbD LOCKS AT 1/3 OF 5NU TEB SPAN, i. ONE W LOCK G Dr G or @ W)VU. BE )SEO AT I/2 OF SiUnER SPAN FOR ATR' SPAN OR 12- ABOM OR BELOW 1/2 OF 9WFFfA SPAN FOR SPAS UP KO Se'. ANO FOR INSTAIAPONS AT ANY ELEVAAON. IN LOCK @ Or 0 oY 0 NAY BE USED AS AN INSIOE OR )UMM LOCK, ATTAWW TO 0, or 0, MMETMM CENTEMAt S W/ (2i 1/4" 20 x I/2' LONG Fur READ SS, IR LOG4roP ANDBnON "801f0Y LGCKON TYPICAL 'SH BE AB MDIMTEO SHUTTER aL TQN. USE OF LOCKING RODS 0 W/.:� �'IS COMA. we MANDATORY ). l4 rr • yL1 AS '1. L c I Vy M ME USED W UEU DF IN Ltl� W ZY MR W SPMJ AND INS{ OONS AT �Oji�� ECe�L�V?aATKOL ALTERNATE MD LOCK (8 NAT BE N9m ATTRMNPT MOE,R NSERf yIgWN OAQN ECIIDN$ ND�tR MD NDC)-HVP 9 W 0 LOCK BAY BE µWSTAILEO AT MIXPAN OR 12' 00AUUY BELOW OR ABOVE WWAK USE OF LDOK.NG RODS 4 is COMPLETELY OPDONAL DM:T Turoo, P1e. TILLIT TESTING & ENGWEERING COMPANY QOa M. xa'u. 51A IaA NaaYA Gocsro i I1WSA M riw..:EIWAoi-u» ...rm: (xn)ea1-IUI .Mm; KlaVooia.mn B- 66TiD RDRDALYc 1 NIBT A.S.S.A. American Shutter Systems Assaclaff", Inc. 4268 Westroads Dot" West Palm Soca, FL 33407 4G No -107 E. E. CONOFETE =was8 (SEEEaaoJ1E ON 9iE6T ERJ (SEE SCHE ON SXEEr 13) a.00K DQ HV WALL SILL INSTALLATION POURED (M saaawE OR !F'OHCRT Man SAE713) IW 5. EO M 'NB USNS 1/4'-20 NUR Ir O.O I AI �;I rlo w M AV WALL HEADER INUALLATION + KEYSTONE 1 ORS t UK SEPMOON TO 4USS r (SEE SLMEaBE ON SMiET II) } 1 1 / a' -• E f0 1/ l NEW MA01WE SCNEkN USWO 1/4"-20 NUR O I2',0, 1/4M1-20. /4' SS. CoNum kv:NORS uscNWE lrxtvrs (SCE SCNEa4E ON W/ IM'-20 4 13) tans-o 12' O.C. "O � A/= 79 1 o CGNGNCR NiCXOIa L I/YAP^IOr3JY' S% Af1. U s �•. vlavLE ON MSS M4 I.C. (SEE SMEEI 1>) •W/ 1/4120 M.. O 0IM-WALL SILL INSTAL I ATION In HY WALL SILL INMLLATIDN eMYNNN rc srenrwe. a. FOR ra xaUTIGNINSTALLATION DETAILS W1 . @fR aSTuxY .SEE 1NN3 OF NSE 1bq 4`� >' 91 SUFF,717;a Bi0U1CV10N5 „/ , fivz �'�y SSE, l0 M HV BLADE P' RA t iO ftDRD BUILDNIG CODE. on High VelGcit Hurricane is �i';$EN,rf'N, �� .101T T¢1[191, aC. 02p1] FASIERN UU& St,my' W ` a 4 �,+ IL E�rOEIYC. AS.S.A. KY: i ' TILUT TESTING A ENGINEERING COMPANY American Shutter Systems Association, Inc. . ORION. .4, J` uu sa wn xi. N. 3[h N awmlx now M i.(.m3742,-'M.1-, (.Im7m1-Iv1 4268 Westmads Drive 1 a 4M SS ..... r� /ONp�EV,,,-^ ®-0,! West Palm Secch, FL 33407 ! r.f//ILA 'SCAI MAM A.IWR h. PZ 1 a C /CIM. U,rJ /tf nonm f NIBS ! 1 UU • G,�!«U• I/%°°di�MTnL i. SIE N«p GN W G N 0 .. tGC/9Q mQ7y U"T�.'G. Miw INSTALLATIONS W,/ ' Hy NN uTrawR Na tMw Q� w vuGT s OR ** awe sucrc uan. mr a vuro rGR u� BLADE W V CEN E MATES. 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