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HomeMy WebLinkAboutPRODUCT APPROVAL4/4/2019 Florida Building Code Online e 13,4ness Pjofes�ional,Regu SOS Home I i.ag In I user RegIstratJon Hot Topics Submit S.�.Me Stats & Facts; Nbltcaftns contact Us SOS Site Map Unks Search Holida ProductApproval A db ra 0 USSR: Public User Produa ppr2yd ru > Product or Agp?lcation Search > AQ,,11ceflon Ust > Application Detail FL # FL389-R9 1-10 Revision JA Application Type Code Version 2017 Application Status Approved Comments 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 0(9� Authorized Signature Bill Feeley Irodr*iguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY Shutters BOCC /PWI- Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Uicensed Florida Pmfessional Engineer E3 Evaluation Report - Hardcopy Received Flonda Engineer or Architect Name who developed the Walter A.. T'illit, Jr. P.r. File Copy 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 Fienry 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 COT AMERICAN SHUTTER SYSTEMS ASSOC., INC, DRAWING 17-106 CERTIFICATION OF INDEPENDENCE 1).PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS DRAWING 17-108 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard) Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 Equivalence of Product Standards Certified By year 2005 2005 2002 1994 https:/ffloridabuilding.org/pr/pr app_dfl.aspx?param--wGEVXQwtDqvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8%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 Summary of Products IFIL # Model, Number or Name Description 389.1 Bertha HV Accordion Shutter - Blade 13 Extruded aluminum interlocking blades retained by tracks (top - (Non-HVHZ) - Drwg 17-108 and bottom) for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL3B9 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 ASD load and 13�O" 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,S'-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/wInclow blade working in unison.Max.span for HV3 blade w/o window blade for installations Into Metal Stud walls is 79" for max. ASO pressure rating of +72,72 and 84" for +64,64 psf. See sheet 5 for other spans and ASD pressures. I 1 389.2 Bertha HV Accordion Shutter -Blade 1 I Extruded aluminum interlocking blades retained by tracks (top Only- (Non-HVHZ)- Drvvg 17-107 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEM ASSOC., INC. DRAWING 17-107 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYSTEM.PQ 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'-0" for 30 p.s.f Created by Independent Third Party: Yes negative ASO 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 PRODUCr OF EVALUATION REPORT.PDF stud mountings and 8'-0" far 110 p.s.f. for HVIA 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 OOMBO- (Non-HVHZ)- Drwg 17-106 and bottom) for storm protection Limits of Use Installation Instructions Approved for use In HVHZ: No FL389 R9 11 AMERICAN SHUTTER SYSTEMS ASSOC., INC, DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYST.PD 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 ASO load for Created by Independent Third Party: Yes Blade I and 18�O" 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.PD Created by Independent Third Party: Yes F.. ­dk] F.-.--1 Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone, 850-487-1824 'rhe State of nodda Is an AvEEO employer. gLaMrIght 2007-2013 state of Florda. :: Privag statement :: Accessibility Statemen :: Refund statement Under Monte low, email addresses am public records. If you do not want your e-mail address released in response to a public-recordis request, do not send electronic mail to ths entity. Instead, contact the Office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuart to section 455.275(l), Ronda SnIcutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an annall address If May have one. 'rhe emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Department with an email address which can be made available W the public, To determine If you are a licensee under Chapter 455, F.S., please cII& he. Producl, Approval Acceptan: ME = Fg� 19 M hftps:litloddabuilding.org/prlpr._app_otl.aspx?param--wGEVXQwtDqvYYHH2vJw53MwsXdCOtOXQsoPMYK7UC8�/�3d 213 11 IMINA Hs- ACCORDION SHUTTER SYSTEM SHOINNI ON THIS PRODUCT WALUATION OCCUMD BUILDING COM Ws ACCORDION MUM SYSTEM SMALL HOT BE INSTALLED AT MGM =ff PHIM) MWE �z ONES Yas"M FOR COMPLIANCE IN ACCORDANCE W WE 2017 (60 COMMON) OF ME FLORIDA 8 GESMIN AND LOMES MALL BE DETERMINED AS PER SEMM ISM) OF WE ABONT LUENTIONED ME. FOR A &USE MO SMEO REQUIRED BY WC ,UN,,,M ftM SHUTE, E UTSD111D *11M A �n� FACTOR KII-0.85. USING ASCE 7-10 AND SHU NOT DOCCOD ME MAXIMUM (kS.D.) DESIGN PRESSURE NAMES INNEAD, ON SHEDS 11 THRU 15. 19 & 20. IN CIYSM MY V00"' ME MCA CONDITION, ULTIMATE DMON AND 10ADS OCIVIRMIED IM ME 1-10 MALE BE Mea REOUCED To 110. DESMI IND LCMJXl BY MULTIPECHS MUM BY 06 IN ORDOW COMIRWE WESE W/ MAY. (ASO) OMN NESSURE RATINGS HMMED ON ENCE, 11 TMRU 15, 19 & 20. W BROD' To �Baff WAY COMMMENTS ARD AMENERS ON THIS PZD 1 4 TESTOO, � NOT OVER STRESSED. A W X INCREME IN A_UftMVC STREES MR, WHO DAYS WAS USED IN THEIR AMNLYST& MCMUER, A YAND DURATION FACTOR W-1,60 NAS USED FOR 10ERFICATION OF IAMBUSES 10 VOOD. On DERMA N.V. ACOORDIBM MUFFER SYSTICICS ADEOLUCY FOR VYIND AND EARM MYSEAME IMP,,T LOMD HAS DOOR �D IN ACCORDANCE M SIMON 16011.1.2 or WE ABOYM UENTMICID ME As PER AX REFORM � BLADIE 0 10214.01-03. 110715-01-CM. 110MAI-05. 0121441-05. 00317.02-06, 110600.01-10 AND JD210.01-11 AS PER IM-201. TAS-202 AND TAS-283 PROTOCOUS AMID ARM E-ING AND C-1996 STANDARDS (MISSILE LWEL D. YAND ZONES 1. 2 & 3) & 1122MOI-10 AS PERI CM 01, 203,4 20 MOTOMS LARVE MISSILE -W �00W SEMIE Q FeSCHOI-08 9 PER ASnf E-111111 AND E-1996 (IsEEKLE LUEL D. me WINES 1. 2. 3) Me ROTECWHI My AND 1 0725.01-88 A FOR TAR 202 PROTBOD, 2. W BLADE0 AND W YaNDON EMADE 0 ME DIMMED MY YORK IN UNISON M EACH OWER UNDER ME MERAL UNRATIONS AND MOTIONS OF USE:MDXMED ON MEET 19 & BEIRMA H V- ACCCRINCH PINS (W SCROWS), USED AT OLADES KRUEIQU� ARE FOR DIRECT MOM CMNNECMDN TO TRANS SMALL BE 114-2,75' AND NINUM SERIES STAINLESS DE1 SCRONS WTH Me " VELO STRENGTH AND IN "I TENSILE STROHM PAS MALL ME CUM MTH SURMA W CA,,,MW C&NI.75' RESPI�Uy. 410-W "BY APPROVED ECAMC AF�MMNR' RNMERED YaRN MCMI MIAMI UISTEAS ASSOCIATION. PINCS UVIST BM ME W MARBING ON MR HEAD. MIND SVSMI AS MANUfX3URE3 4. ALL AUJUBHyM ETMWSI BE L,,I SMARMY ALI AND TEAM AS MUEANV ON SHEETS 2 MD & NNIWUM YIELD STRENGTH FOR saas-T6 ALLOY IS M 0 lal AND 35.7 W MR 6005-Ts ALLOY. L ALL SCRUB TO BE STAINLESS STEEL � OR 316 JUSI SERMS; CH COMMOSON RIESISTANT ECAUS' CARBON 1010L AS PER ON NOW YOTH ED kil MIN. YIELD STRENGTH! AND 90 W Uff. Taws,E VERMOM Me VI COMMY W/ FUNRI SUILEMS ME SECTION 2411JA4. 8� SEEM TO BE Anal A-307 GAUVANIZED STEEL. OR AV M4 OR 316 SERIES STAINLESS BRUCE ITT, 35 W UNNUM YIELD STRENGTH. 7. SEE ME FOULEANG SHEETS FOR ANCHOR SPMflanONS. W BLADE Q) : 12,13.14.15 AND 20 W BACHE 0 A 6 YMNOMIG M U�- 12. 13 & 15 THIS BURRUNA KV- ACCORMUR MUM SYSTEM EEMS A U.S. PATENT INW9.51Mt. COMPONENTS OF WS �PRWAL ME COYERED. 11 M11E OR IN PART ITT U.S, PMR,, 19450.179 ISSUED To EASIER, METAL supmr, me, a a MALL BE ME of WE CONTRACTOR To "BUFY WE BOUNUMEss CF WE STRUCTURE YCHERE MUTTER IS M BE ATTACKED To DISURE pROI MEWL To ALL SHUTTIM CONMNENT ONES WCH ROUND. THRU FASTENING IN CONTRUOUS EM,, as, WE 10 pRUE, MM/MM NTRU,ID,, 10- EACH UNIT MUS7 BM PERMANENT LAOM IN A VSHILE PEACE M AARNNO MOM DURING pEM, WMR,= HOME DMI �' OR OTHERS, MUST PROKKY ELDSE ALL 0 CENTERMATES AND DAINVE OR LOCK ALL W AND No LOCKS. WAR HO SWITTER MARMIACTUM'S LASEL SH41 BE LOCATED OR A REANLY MWLE LOEMOM At ACCORDION SHUTTER N ACCORDANCE MUM SECTION 17W.gj B, FLORIDA BUILDING ECOL BUD, LABEL MALE BE FLACED MR UERY �N� WOUND To COMFILY M SECTOR IM9.2 OF WE FLORIDA BUILDING CODE 12. MUI H-Y- ACCORD" SHUTTER SYSTEM'S INSTAILLMON Sf� COMY MYTH PECS ABEAM IN Me BRAYING PLUS ART U=IW Me 7OM[MG pfl"DED BY ME JUMSESCRON "HERE PERMIT Is APPLID) TO. 13� (c) W� PZD FRMARN BY We MONEVIR 5 GENERIC AND DOES NOT PRUNE INFORMAaCM MR A W SPECIFIC PROJECT: L.. MERE WE STRE CCMNW,, OUE TWA WE pZD. (b) ECHRMA0704 TO BE RESPONSIBLE FOR WE SELECTION. MRCKUSE AND 04STALLATION INCUUMG M VNEFT V Ma FMUcY- SAM ON THIS PZ0., PROVIDED NE/SMC DOES HOT DUAM TYUH, WE ECNWONS DETANUM ON WS DOCUMENT. CONSIMUCTON SAFETY AT SHE IS WE OMM,,ORS RMVULY, THIS P.E.IX %U BE COMMIDDROD JAVALD IF ALTEREV BY MY U,,, ,= "101- PROJECTS � BE PREPARED BY A FUCHMA RDASMAED ENMED, OR M,VE, WON RILL, BECOME ME SIM. or RECORD (COA PER! WE PRI me me U_ BE R 0.63.1, 1 THE �w oe;E OF ME Pco. memact OF RECORD, Acnw As A 6ELUMin, ,,Nm To ME P.CM ENCINM SMALL SUBMIT To M� RUM. LATER ME SM SPECIFIC DRMRNCS FOR ORIGINAL PZM SHALL BCNR ME DkX AND ORIGINAL ME NO WONATURNE or WE MFEsS,,I, E,,M M RECORD THAT PREFARED, a. of ZM�Nwsff* �ililj GEhIERAL MOM SHEET I SYSTEM COMPONENTS; 1-20 MIXT 2 SYSTEM COMPONEMPS 21-37 MEET 3 MICAL SHUTTER ASSEMBLY 38-44 BMW 4 T VIM WNDOYP BLADE & MDOW DUM AREA I HV MADE (I) HO E& WNT)OW PLADF (WHERE APPi irAgi F1 npVL SHUTTER ELEVATION & MOM ON LOCKS SHEET 5 TC5TALJLh11DN DUALS A-F. CONCfUETE/ELLOCK SHEET a INSTALLATION DETAILS G-M, CCNCRrrE/BLM SHEET 7 CENTERMATE DETAILS My MEET a CONTER"FE ALTEMI DEEMS W SHEET 9 ME CONNECTION DETALS 1-6, CONCREME/BLOCK SHEET 10 MMIMUM SPAN TABLICS SHEET 11 MMOR SCHEDULE' CONCRETE A BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & ElUoI SKEET 13 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHMULr- SHEET 15 INSTALLATION DETAILS M-R, WOOD MW IS INSTALLATION MAILS S-X, "M SHEET 17 BID CONNEMION DEIMS 7-12 & X. Woo ABEA 3, W VaNnow gIAnF 6h SHM is oNiy TYPICAL. SHUTTER EUEVAMN AREA 41 W WINDOW 8LAnFC1)ONIY sum is INSTALLATION DETAILS. MQAL MCI WI SHEET 2D -ONLY BE �USED TRIDA E STATE OF 0 HE STATE OF FLORIDA Yv .. 117 % .. .... a S&P . . .......... ."Mu ExAmAYOREA)ATF 02017 UTECO, M. 11LIEC01111c. TILUT TESTING & ENGINEERIHG COMPANY 1 13-00057's -Am & Isla 1, IZ j 44157 AnSmSmAn American ShUffer Systems Association, Inc. Ing. 4268 Westro.d. West Palm Beach, FL 33407 02017 WTERN MCIA, BUFFET, IN, 13 R A TIM Accordion Shutter System Kv. #1 W1 OR W/O Hv. WNDDN MALE V. " YIN 1--- 112711 -M M OVT7)I7 ftVa" " DRAVIING No 17-107 a.!P.E. e, 5 (j)11Y SOLID 13LAD COVERLED UNDER US PATENT # 5458179 OF USE OF BLAD�,�ON SHEET 19 (�)H"D.J. ELOORTRACK QUALIFIED FOR UAJE W/ W GHY UILING HEADE QFIEO FOR USE W1 W BLgpl � ONLY, SEE SECTIONS FOR VAUD 6063-76 ALLOY AND TEMPER (j� SIDE ANGLES QUALIFIED TO _%E W/ W 3 OLIAUHFIED FOR USE W/ W BLADE(D 6005-T5 ALLOY AND TEMPER .085- H"EADER/Sl ED FOR USE W� W BLADE ONL 6063-T6 ALLO AND TEMPE10 ALUMINUM ANGLES QUALIFIED FtUSE W1 W I ONLY. 6063-TS ALLOY AND TEMPER 4 G)OHIFTED NFOR U W w &E W� BLADE I 6063-TS ALLOY -A TEMPER LK—OVER TRACK QUALIFIED FOR U[ W1 W BLADE 1 6003-16 ALL" k 0 TEPPER �PDMEN, A a I T. (5 2' 5' MML 1/8- I1W "e' 2' 3' AM 0392- 0.192- ix r "A". 0. : w 0.190- 2- 5- 0.131' nc ull .�. /. ... QUAUnED(?R USE W1 W BLADE 6063-76 ALLOY AND TEMPER 994' 2 12 420 MRWED ISORNSPE We/ iiv BLADE (-I) ONLY. RED FOR USE VI/ HV BLADE (1) fiD6>TfiJLUOY AND TEMPER HY RAINGUARE) QIJAUFIED a FOR U�E W/ HV 6063-T6 ALMA% TEMPER I '. V,.. 'Aq , ............ W017 TILTECO, me. 02017 EASNOTN METAI- WPPLY, INC. -o, ZIMMER �-- A.S,S,A. Accordion Shutter System TILUT TESTING & ENGINEERING COMPANY American ShUtter Systems Kv. BLADE #1 wl OR Kv. wNDDw mAm . j % Po"� �-TIATIFO AM' Association. Inc. 42SES Wastmods Driv, I i w 15 -OM 7 1 -i/FF/17 17D N�k ORION -."m; %0 d"p, West Poim Beach. rL 33407 701 \q ""% P 'n.I, ROMA UA, 1 4.10 . 17-107 q � tUGM� LOKER FOR "T" LOCk CENTERMAT QUALIFIED FOR USE W1 W EILAOE(DONLY 600-T6 AUDY AND TEMPER b 214 NO W�Tf Ron 6063-T6 ALLOY AND TEMPER 0 LOCKING RODIns QUALIFIED FOR USE W1 HV BLADE(D 6063-Y6 ALLOT AND TEMPER ,�IMSTALLATION MILL REQUIRE A WIG; QUALIFIED FOR USE W Hv 8 6063-T6 A,.V1 ,NET TEMPER ACM:1) QUALIFIED FOR USE V1 W 8 E I & 606- .. -.—. Z, & *1/2- CYI/4.. 20 AISf 304 SERIFS SS- THUMBSCREWS QUALIFIED FOR USE W1 KV BLADE(D TIL ECO I �NC, TILLIT TESTING & ENGINEERING COMPANY ph-. ; (203)871-1150 � f., t I-M A, 'IlM 11 P.E. fu0sax W. 0 "1" 0 4. rw aAn, p"M (�aa �,Te) I BY-fMSS LOCK OLIALI R USE W/ W SLZEED(BD� (a ONLY. .60' AFTER RNTRN DEPOK RIVETING LWO-20 RIVNUTO av aucer am, On MOVE L %K �% USE 'V/ IE ONLY. CYUNOM OR IU!Y COUNDER OA75- " I jn- M� *. I '. I& RD LOCK BY RECENT HARMARE MORTISE LOGICS SERIES 23n HOOK BOLT JGCR, QUALIFIED FOR USE W/ W SLADE(D& @ AmSesS.A. American Shutter Systems Association, Inc. 4265 Westroads DrIve West Palm Reach. Fl. 33407 Accordion Shutter System KV. RAM #1 W1 OR W10 RV. WINIM ELAOE AfflNG No 17-107 r�R��BLY SCHEDULE FOR] I HV in HV (D V SLADE I V BLADE 1A W LONG RECESSED MON BUSHING W SHORT RECESSED NYLON BUSHING W NYLON FIAT WASHER HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870'.3/16" THICK NYLON WHEEL 0.180"0 AISI 302 SERIES S.S. RIVETS @ W 1 3/4- ACCORDION PIN W/ #8 HEAD HV 2 3/4" ACCORDION PIN W1 #B HEAD �POLYCARBONAYE IMPACT RESISTANT W WINDOW ZifOUIREMENTS AT EXTERIOR RLAnE KNUCKIF FOR HV (1) W PIN E) SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W1 HV(D OR HV (9 BLADE. 1 (2) KV PIN E) MAY BE USED IN UEU OF (9 AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D SLADE WHEN CORRESPONDING TO INSTALLATION 'It". SHEET 7. (3) HrV PIN 0 OR @ W1 1/2' OD. 1/16" THICK S.S. WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DEIAIL X. 'SHEET @ .S. 02017 TIM00. Mc. Z�7�LJE C —0,wc. TILLY TESTING & ENGINEERING COMPANY . s, � in ��cMennL � 'c (3051311-15M. A., IMLUA A .. IUL hLQUM, �4167 EXTERIOR POLYCARBONATE SOURCES FOR (9 .1. x AmSe.S.A. American Shultler S ierns Association, Inc. 4268 Westraod. Drive West Palm Beach. FIL 33407 W2017 EkimIN MET& SUPPLY, Mc, 13ER—THA—ff V�—,, Accordion Shutter Systi MADE #1 W/ OR W/O KY. WINDON ELAD �q I sAMeM . " Y/27/1 CAM 07 27, DRAWING N. 17-10 X 191 01, TYPICAL 11) HV 13LADE SHUTTER. ELEVATION N.T.S. --a /-O-v /-9.45 n OF CORNER CENTERMATE HE - OCK BE USED AT OF SPAN FOR � WAN OR OF E� I OTTE&, MISHAU. S , SPAN P TO 115 ART FOR: STTALUTIONS AT ANY Ed HE USED AS AN INSIDE 0: ,., MO ATTACH , , M /2' LONG FLAT HEAD S.S. IkS. �:Mc:'N �CF LOCK 7SRAU 83, HEOO S-V�- M ALIMIODS 15 RED ON RAU ... ON SHEET 12. — -11 —11 .1. �r,u.. W U OR 93 clJOURMITES SHALL BE AVUDE W/ 1/4-0-20x3/4* ALUM. RIVINUT AS SHOWN ON SECTION HVE, STW 8- ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR P&O LOCKS AT 1/3 OF SHUTTER SPAN, U SED AT 1/2 OF Sl� SIRAN MR � SPAN OR 12- ASM OR BELM !/2 OF SHUTTER SPAN FOR VANS UP TO 95', AND MR INSTM�TIONS AT ANY ELEVATION. W LOCK Q or MIky BE USED AS AN INSIDE OR OUTSTOE LOCK, ATTACHED TO 6 -1 6 MMMICAL CDITERMUES WP(2w) P/4'-20 x 1/2' LONG FLAT HEAG S.S. M " CAR N OF LOCK SHM-L BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE M LO"S RODS 0 W/ OR (YMPAND BOTTOM IS COMPLETELY MANDATORY. I WA oL�IIUN NVU, bHlLJ 9, "ICH MUST BE WHO S.S. THREADED BOLT W/ 7/8-0 . 3/32- MMAY BE IWALLED AT MIDSPAN OR 12' OP AND BOMM IS MANDATORY. *M"� 11, =3 CKS "1111,1 Af 4ji ONE ALTERNATE No MORRO "ME wa, III = or, HS R,, �wj qy MR SPAN AND AT � �ATON- aTIORNATE RON LOCK 0 MXY BE USED AT 'n AS AN INSIDE OR OM15 LOCK. AnACHMEKT OF HD LIM FR. S.11k�, AND INCOMES ACINFORCEMENT '"surr 5_,S M 9 IS W1 3 #a . 3/6 AS SHOM ON SECTIORS Half- M40 C-HW, SHM 10 LOOK MAY BE INSIALOG, AT MIDSPAH OR 12" MOON BOLM OR ARM MIDSPAN. WE OF UCCWNC ROOS @ , �E MORAL C2017 MUM WC. z�>-! Z�7�E �R C -0,... TILLIT TESTING & ENGINrCRING COUPANY nwH71-i5w. To.: 0- aa 5719 am k TAUT �. rz 1 44167 AmSmS.A. American Shutter Sy lems Association, In"" 4268 Wastroands D,,ve West POI,R Beach. FL 33407 .1. MIAL 1111Y. INC. ENT RA-R-V-.- Accordion Shutter Systei RV. MADE #1 W/ OR W/o H.V. WNDON MME IRT' M. -i L' I OLD US�085 OAXt 0712711� DRAWING No 17-107 5 SHEET a g a 'a POL)RED NCRITY ANCHORS I'DURED (SEE XKMUU ON POURED CONCAM OR CONCRETE BWCK mom REIRIONEIII CONCRETE stcnCt 13) REOLAJAUD RECKNIED CDNC� Motion 1/4'* 20�/V&S CONCRE": m4chafts @@a&"— (DOE .0. GO. (SEX: sc,e=c a, %,rrt 13) (SEE scti� am 7' SNarr 13) DO O.C. ---- 12 ONG UK I/4`tO- 0. 4- M. W.. ED ED - ----- NACHT" us" laws 19 0 /2 E. OL. V50. IN. D", 17 --- / .2 U� 250' OFITONQ. paom vaa,csca: i UW. COMIG TO EXISTING —(SEE SCI-EDUM ON SN .---r—(SEESCI-EDIJLEONSN 11) C E�m 11) @ HY WALL HEADER INSTALLATION (9) HY WALL HEADER INSTALLATION + KEYSTONE I OR I U� SERNOWTON TO CtAVO EIUSROOG� 1­ME SCIREEN&E ON Siturt it)) L (SEE sat,toutS ON s,Ovrt It) "OWING GERS, OPTION& 1/4-j 1/4' U... UN.. @ ON @ 42' LiEt H 1/4*0-2Ox3/4' IS. (SEE SCIECAE ON SHEET 13) NNICHINE SCRITIVS u No WIS a 12' cQ CONCREFE ANCIm I (ITCE SORMOULE ON WIMNE SCRM W/ 1/4�20 NtmO 0 12- It, CMCRM "Ot'lux, S,.En 13) RETIS 011.001, "RED .01 .01,015 R all, CON RINE a REQUIRED OD BV WALL SILL (SEE WHEENALE CNI INSTALLATION RED (f)11V WALL SILL INSTALLATION CONCIRCTE-Y OR CRETE OLM � 14) w`C1 REGILIMED HY WALL SILL INSTALLATION ;H111' 4 FOR TIl'iCOOL SHURNER INSTALLATION DETAILS W/ I TING SECTIONS COON u OEM INED L 0. - EI DWMCE SEE UlaAWNS OF IISS M a,, stim '3) �Srr 19 (1) BY BLADE AT To Suff � nOWnEAM, '1017 ITTEOD. INC. 02017 1AWMN UffAL S~. INC. BERTHA N, Accordion Shutter System 4 27TIT W—R—co A.S.S.A. KY. RAGE #1 W/ OR W/b KV. WNDOW MADE TILUT TESTING & ENGINEERING COMPANY American Shu Her Systems .1 DOESNINIwA COX Association, ]no. -OLD 15-CIELS 7/11. DO a,, 97/2 17 WIND'-= . 1. ON.O,0.0. 4268 Westroads Oriye West Palm Seac 334 h. FL 07 -."'ONAL10 3 NO 19-150067 a "WO, & " 7 —107 EE� P.E. SEAL/SIGNATURE/DATE JUIRM Itt. 144167 3 SHEET I a or go (SEE ScNvNI ON SHEIT 13) EDGE OF 4. a' ca... .—j EME C NIR8,M)" AMUCII R)MMOME MRO Waa, .0 1 0 COI ROQWRO CEILING INSTALLATION (D EIRSTIvi GIAS 0 M I it ON 114.3/4* HU HW TV SCIRM 0 91 OC. OR 1/4-.-20 " i1s. CONCREW ANGNORS W/ NOT 0 9' MQ (SEE SCIIEDULE ON S� 14) I - SEE VEET 4 FOR TINFOIL SHURTUR D1 OR COMING IF UN SCREWS 0 22' O.C. Z ME OF CMcRFRE ANCAMS SEE SCHDAXE ON SINEET 1 E I IF —ECOE I',' WFUC'El. Id ME OF I l' SI IF E FOR, R COMCINTE FIX HOD CORIMIETE ANCH, RS REOURDO (SEE SC>RIM r ON SHM 4) FLAI HEM, CONORCHE ANCHORS (SEE: SCHMU ON SIVIET 14) IMLGH INSTAILLATIOR QD 3 11Y FLOOR INSTALLATION. f HY WALK —OVER INSTALLATION ONLY FOR UP TO +70, -75 PSF AS.G, DESIGN PRESSURE RATWG & FOR SPMS PER SCHEDUM 13. SHEET it ,/.v 1 91 M* 1413/4 1 1/4- 1/2 UM. C. 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