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HomeMy WebLinkAboutPRODUCT APPROVALA 1/4/2018 Florida Building Code Online • h k "i r � ?". 1'< i 5 s,% i .N �� 3 ` � > .o � i vwrr e: gy�� % acts Home I Lag In I user Registration Hot Topics Submit Surcharge Stats & Facts Publlcatlons FBC Staff BCIS Site Map Unks Search dFlorida pr I°Vy%iiUSER UPubAPPSeval s LFEB ECEIVED Product Approval Menu > Product or Application Search > Application List 0 9 2018 Search Criteria le County, PQrmltting Refine Search Code Version 2017 F 389 Application Type Product Manufacturer 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 Search Results - Appliications FL# Tyne Manufacturer Validated By Status FL389-R9 Revision American Shutter Systems Association, Inc. John Henry Kampmann Jr. Approved History Category: Shutters (941) 922-3854 Subcategory: Accordion *Approved by DBPR. Approvals by OBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EED employer. Copvrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant ro 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 emalls provided may be used for official communication with the licensee. However emall 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 here . Product Approval Accepts: ®' M Credit Card Safe I s_ecuritvnt I•-rai csmu lk SCANNED eY s3- tur ip rounty https:/Ifloridabuilding.org/pr/pr app_Ist.aspx 1/1 GENERAL NOTES: 1. BERDLA N.V. ACCORDION $HUTI[R SYSTEM 9N0'MR ON IRS PRODUCE =V ,ON pOCT NEID WS BEEN YIIdm MR COMPUµCE IN ACCDRD A WITH ME 2017 (6N OWN) OF ME RORIG BUItDINC CODE MK ACCOHOICN SHUTTER MYaI SHALL NOT BE MSTALLED Ai RGH VELOCITY NURRKANE 20NES DESIGN WIND uGLBS MLIUI BE DETERMINED A9 PER "n" 1820 OF ME MOVE INTONED CODE, MR A BASIC WINO SPEED REOWRED BY ME NRKOICWN WHERE SNIDTER %U BE INSTATED WITH A OWEIMON411Y FACTOR Kd-D.BS, USING ASCE 7-10 AND 9WL NOT OICEED ME ,,I (ASO,) DESK, PRESSURE RATINGS RCLCWEG ON SHEETS 11 MINI 15,19 & 20, IN ORDER TO WDOFY ME ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE AM REDUCED TO AS.M DESIGN WIND LOADS BY MULTPLYINC MDL BY 0.6 IN OROERTO COMPME THESE W/ MAN. (ASO) DESK, PRESSURE PoITINGS M cLTED ON MEET, IT MR, 15, 19 & 2, IN ORDER TO V}RFY MAY COMPONENTS µD ANCHORS ON THIS PLED., M TESTED, WERE NOT OVER STRESSED. A M S INCREASE IN , CNABTE RRESS FOR WIN) LOADS MAµ 8DI USED IN THEM M&YSI& HOWEVER, A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERRIGTICN OF nETENERS IN WOOD. BERTHA N.V. ACOORDKN SHUTTER SY"'N'S ADECUKY FOR WIND AND LARGE LRSR E IUPACE tEMB RS BEEN YaOnED IN A EBPGMCE WITH SECTION IMS1.2 OF ME ABOVE MEW1gNED WOE M PER AN. REPoRfS: -HV BLADE 0 10214M-03, /0715.01-03, /1 WA.01-09, 112I4.01-05, 10317.02-06, 10609.01-10 µ0 102f0.0f-I1 M PER TM-201, TALI AND TM-2O3 PROTOCOLS AND ASW E-IWS AND E-106 STMOVIDs (LDSGRE LEVTL D, WIND ZONES 1, 2 & 3) & 11230.01-10 M PER iM 201, 20J & 203 PRDTOCOlS LARGE MISSILE, -W MOW BLADE 0 10545.01-03 M PER ASTM E-1686 AND E-1996 (MM I£ LEVEL D, WIND ZONES I, 2, 3) BASIC PROTECTION ONLY MD / 0725.01-88 M PER TM 202 PROTOCOL 2. W 61 AND W WINDOW OWE 0 ME ENGINEERED TO WORK IN UNION WITH EACH OTHER UNDER THE GENERA. LIMITATIONS MO CONDITIONS OF as, INOGIED ON SHEET 19 J. BERTHA H.V. ACCORDION PINE (W SCREWS). USED AT BLADES MMKRX AND MR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114-2,75• AND /14C1.75• RESPECTIVELY, 410-NT MINWIUN SERIFS RAROESs REEL BOOM WM1 135.0 KAi HELD SIRa1GM AND 180 W TENSILE STRENGTH. PINS SHILL EE MILTED WITH BERTHA W DACRDBMFLO COATING SYREI M 1MMUFACMRFO BY APPROVED SERIES DOMINO MPL MRS. REGIREREO WITH µFRICA4 SHUDFR SYSTEMS M IMMITON. FINS MUST BAJ.R ME HV "MIND ON THEIR HEAD. 4, ALL µMUR1UU EKMUSpNS SMALL BE AUIMMIIM ASSOCIATION ALLOT MO TEMPER M INGICATED ON SHEETS 2 µO 1 MINIMW YIELD SON NCTH FOR 60631 AUCY IS OD.O Asi AND 3S7 W POR WEI ALLOY. 5. ALL SCREWS TO BE RANIFSS STfn 3O4 OR 316 AKI saRDs M COWRO90N RESISTANT COATED CARBON STEEL M PER ION 50016 WON 50 W MIN. FIELD STRENGTH AND 90 Lei MIN. TENBRE RRENGTH. MO sMU. COMPLY W/ III BUROLK CODE SECTION 2411.33A. 6. BOLTS TO BE ASTA A-3D7 GALVANIZED STEEL OR A131 304 OR 316 BOOM STAIRESS STEEL WITH 35 VM MNNUM YEW STRENGTH. 7. SEE ME FO LNG SHEETS FOR ANCHOR SPECIFlGNONS: NV BLADE D : 12,13.14,15 AND 20 W BWE 10 & 0 WORKING IN UNISON 12, 13 & 15 & THIS BERTHA H.V. AWDRDRIN SHUTTER SYSTEM BEARS A US. PATENT 16-7791 COMPONENTS OF THIS MFI ME COVERED, IN WHOLE OR IN PAR, BY U.S PATENT /5458.179 ISSUED TD CADEIM IARA. SUPPLY, NC. 9. IT S BE ME RESPONSIBORr OF THE CONTRACTOR TO VERIFY ME SOUNDNESS OF ME STRUCTURE RNERE M,,T, K TO BE AV,,,M TO INSURE PROPER ANCNBRME. CON MTOR TO SCA./CAIN( ALL SHUTTER COMPONENT EDiES WHICH RERUN. MRU FASTENING IN CNTMIOUS CONTACF WNN ME THILI TO PREVENT IaND/RaN IMTRUsaM. to' EACH UNIT MUTE BEM PERMANENT WELL IN A VISIBIE PLACE WITH WMNNO NOTE: OURWG PEROOS CF HURRNANE WMNMGS HOME OWNER, TERM, OR OMENS MUST PROPERLY CLOSE ALL IN AND HD CE22B ms AND ENGAGE OR LOCK AIL FIV AND M LUCKS, I I. SHUTTER MAVUFACMRFR'S LABEL $HMI. BE LOCATED ON A REAOLY VISI6IE LOCATION AT ADCOROpN SIIUnm IN ACCORDAICE WITH SECTION 1709.9.3 OF FLDRDI BOLDING CODE ONE EBEL SHALL BE PIACEO FOR EVERY OPENING. WEUNG TO COMPLY WITH SECTION 1709.9.2 OF ME FLORDA BOLENG WOE 12. BERT IA N.V. ACCORDION SHUTTER SYSTDL'S iN TA OON 51MLL GOMR.Y WITH SPECS NDIGIW IN THIS DMWMG PLUS ANY BUILDING MD ZONING REGULAKNS PROWDED BY ME JURLSIZI WHERE PERMIT Is MPUED TO. 13. (a) DNS P.EO PREPARED BY THIS ENGJIEEq IS GENERIC MO DOES NOT PROVIDE MFORIMTON FOR A SITE SPECIFIC PRWECT. I- WHERE THE she COND01pN5 DEVIATE FROM TILE P.U. (a) CONTACTOR TO BE RESPONSIBLE FOR ME SELECIbN, PURCHASE AND RLST 1ADDN INCLUDING LIFE SUETY OF THIS PROOt CF, DASW ON THIS P.ED., PROVIDED HE/SHE DOES NOT CENAIE AND, THE CONGO" DeNaZo ON MK DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONHUCTOR's RAMN,B.INY. (C) INK PI WDL BE CONSIDERED ONAR IF ALTERED W ANY MEANS (4) SDE SPECIFIC PROJECTS SMLL BE PRWMED BY A TLOPoDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME ME ENGINEER OF RECORD (EOA] FOR ME PROIECI AND WHO WU at RESPONSIBLE FOR THE PROPER USE OF ME P.ED. ENGINEER OF RECORD. ACTING M A DaEGTEO ENCNEPR TO ME P-EG. ENGINEER SHIBMIT L SUTO M TATTER ME SITE SPECIFIC DRAWUK3 FOR REVIEW. (4) OMMUL' PZD. MI BEAR THE DAIS AND OMMAL SEA. AND EGNATURE OF ME PROEESSpNA1 ENGINEER OF RECORD THAT PREPARED R. TABLE OF CONTENTS GENERA. NOTES SHEET I SYSTEM COMPONENTS 1-20 SHEET 2 ST97EM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BADE & WINDOW DETAIL AREA ' HV BLADE (D AND EX MNDOW BLADE 6� (WHERE APPUCAMQ TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION OETAILS A-F, CONCRETE/6LOCK SHEET B INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV MEET 8 CENTERMATE ALIERNATMC DETAILS W 9MEU 9 END CONNECTION DETAILS 1-6. CONCREEE/10CK SHEET 10 MAIN" SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEGULE- CONCRETE & et r SHEET 13 ANCHOR SCHEOUEE- CONCRETE & BLOCK SHEET 14 ANCHOR SCHEDULE- WORD SHEET 15 WSTALLATION DEEMS M-R, WOOD SHEEP 16 INSTAIUTON DETAILS S-K, WOOD SHEET 17 END CONNECTION DEEMS 7-12 & K, WOOD AREA 3: HV VANnI R SHEEP to ONLY TYPICAL SHUTTER ELEVATION AREe 4: HV WINDOW Ell ADI ONLY SHEET 19 ITSTA TION DUALS. METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA YY,Y • 1�.r'�}CENSAL:+.:9 /�F :� ` • aA'Y ' t� ('J i JJ �, •. R : / -.p1Id Ie•LTVR 02017 RTCCO. PA.:. IL EC O EMC, A.ST.SLA. American Shutter Systems A690CIOtlOn. Inc. 4268 Weslro0d9 Drive West Palm Beach, FL 3340710NAl,— 02017 EASTERN METAL SUPPLY. INC BERTHA VTM Accordion Shutter System RV. BLADE #1 W/ at W�0 Hv. WINI ,Y BIAX TILLR TESTING &ENGINEERING COMPANY AA5 Ne, 3Nd, GIP. Wu 34S'9 Crt004 nww nIe PACs : UGSMII-DR . FIT.: (3p5)671-1sn -"N°'°°^H A TRM,N. P.F. DDRGA Uw / 44167 ocasameN JIM au.,N BY: Lc' OLD IS-0&5 1/2]/1 OI1a O7/27)17 p DRAVANG No '7�117 __ __ UNDER US PATENT 9 5458179 OF USE CF BLADE-�ON SHEET 19 HV $ 91T 93' �0.. r�3• .1 0 P 4i 6I0 I.668- $ 11 HV 1 IN HEADER 0 FlEO FOfl USE W/ HV BLADE 1 ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER MN YMN YMNI 1 C61- i b sipr ANGLEc QUALIFIED FOR USE W/ HV BLADE Qt -640-16 ALLOY AND 1EMPEr e e- 0 { ♦' f ]63- 4. - TEY—UNIVERSAL FLOATER QUALIFIED FOR USE Y)/ HV BIAOE(D SOCS-TS ALLOY AND TEMPER BLADE 1L HV HEADER/SILL. OUAUFIE FORi6 E %V AND 6LEAMDPE 1 ONL I E ALUMINUM ANGLES QUALIFIED FO$ USE W/ HV BLADE CI ONLY. 6063-TS ALLOY AND TEMPER ®HV DIRECT MOUNT QUALIFIED FOR USE YI/ IfY BLADE1 6063-T6 ALLOY TEMPER. GHV WALK —OVER TRACK QUAUHLO FOR U�t W/ HV B ADE t 6063-T6 ALLOY A TEMPER CWPQYpIi A 9 T, n MAX ]" 5" MA(, 0.19]" 0.19]- i 2.3- r MACI a190" 0.190" 9" 5 Mat 10.139" I 9.131" OS HV 2WID0• STARTER QUALIFIED OR USE W/ W BLADE 6063-T6 ALLOT AND TEMPER .99 9♦I +R 12 .9]0 (�)HV TRENCH TRACK OUAUFIEO FOR USE V!/ HV BLADE(5) ONLY. C0 HV RAINGUARD OUAUFIED FOR U(1$)E W/ HV 6063-76 aL OYYEAAO TEMPER, IIt''NW. .`• �)(,�/f :- c)0n MKOD, M. 02017 EASTERN METAL yyPPLY. INC. BERTHA HVTLI Y VCENSF•le - 9 i � E A S S A • ■ • ■ Accordion Shutter System •� �pT�� �♦/ American ShuHeF SY91eme HK Rue 81 W/ OR W/O KV. VVINDW D-4m TIWT TESTING sv, x ascmnnl DAU muxx sr Le �' * -TAR GF J J O,L� At ENGINEERING COMPANY n153 Ne„R.n u. V., AD%v .'w GwtlM. ,l[6§Y. 33t6 n,w:L37s)enti 13]0. Fae:(3D5)871-IWI Association, Ina. 4268 WestUcods Drive 1 OtD 15-085 1/])/1 d2 p) ])/i) a 3 DRAW-IENG R0 ... ate 3333 • fs •••., .RID• n is ..oa.ewe Ta-DDD6)19 West Palm Beath, FL 3340, s I /0p�e' P F�^+la'/714r.ArzefSrmnTr Wkmt A TILL f J' P.E nDRw MI. / .167 1 / —107 ♦ J rtt ffiL CENTERMATE FOR USE W/ HY BLADE(1 & 6063-T6 ALLOY AND TEMPER 6 A•I 9 " 6.yR 0 '$ %AY 'f !RM? F1fVAT10.Y HMALE u..8" " �^ LOCKER FOR "T" LOCK CENTERuerc OLINURED FDR U5E W/ HV BLADE(j)0NLY '9 HV FEMALE "T" OCK ryNTERMATE OUAUFIED FOR USE W/ HV BLADE 1 ONLY 6063-T6 ALLOY AND TEMPER OUALIflED ((�1)ONLY SOW-T6 ALLOY AND TEMPER 6D63- 6SA W Y ANpBTCNPETY 1917 06J QUALIFIEDFOR USE W/ NV BLADE 1 & CA) 6063-T6 ALLOY AND TEMPER ® LOCKING RODS OUAUFIED FOR USE W/ MV BLADE `i} 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPI 1.1 " u -I L.376"P THUMB BS REWS UAUFlED FOR r' M c'1trj1P\"'\GEiy 116, A 1 YOS Q� QUALIFIED FOR USE W1 H BLADE 1 & 1( 6063-T6 ALLOY NO TEMPER 31/Y H -I/PP 0 Alcl Sne 'IMIL5 S.S. THUMBSCREMIS QUALIFIED FOR USE VI/ HV BLADE 1Q amn mtto; we IL ECOENa. IF TIWT TESTING & ENGINEERING COMPANY • ! 61Y HY. ]4R $i. #M, #M..NFtl!M f gpQ,p, MLFey ## L1$ wa.a : (]a eMm1-,sa . ra.: t]15)871-13J1 m Mucsoaa.."n L o RALTDI P.E. u, A TUfl I HV "T" LOCK QUALIFIED FOR USE VV/HV BLADED ONLY. i HV EGA_ ES _Qs Lnr.¢ CUAUFIE060R USE W/ HV BLADE (IJ & (a ONLY. Y JI IL]60"AiT R Rry2Tw0 BEFORE AMINO 1/4"0-20 RI M 20•-,U wm) u r ,Gt Mw 1A. M —'.TYRLD " tW6 )If. NC".I(RSLY O7pN W [pUlj. 26 HV A T RNATI QCK QUALIFIED FO$ USE IV/ HV BLADE 1U ONLY. "73" M �( eTriX�RN IXi NEY I.7 u nYAVDa, BY RECENT w OW®MORR� LOCKS SEMES 23]] MOOK BOLT LOCK. QUAUFlED FOR USE W/ HV BIAOEOI & A.SvS.A. American Shutter Systems Association, Inc. 4268 Westroads Drive West Palm Beach, FL 33407 WAu1r. LA$TERN METAL SUPPLY, INC. ERTHA T,9 Accordion Shutter System RV. 9ADE #1 W/ 0R W/0 HV. Wt00N Wa MSrAP11w1 Un OWMN 9Y: LG I OU] 15+0a3 7/27/1 wrz; D]/2]/17 # DRAWING No 17--107 SHUTTER ASSEMBLY SCHEDULE FOR HV t HV O1 HV BLADE I ® HV BLADE IA ® HV LONG RECESSED NYLON BUSHING ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER ® HV WHEEL CARRIAGE AISI 302-303 SERIES 0.870"X3/18" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS ® HV 1 3/4" ACCORDION PIN W/ #6 HEAD ® HV 2 3/4" ACCORDION PIN 1V/ #8 HEAD IF ® POLYCARSONATE IMPACT RESISTANT HV WIN00W (1) HV P114 ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV iQ OR HV (a BLADE. TYPICAL SH TT R ASSEMBLY NT.S (2) HV PIN ® MAY BE USED IN LIEU OF (D AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV lO R0.32,1' BLADE WHEN CORRESPONDING TO INSTALLATION "I1", SHEET 7. 048=.— O (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER TrP 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'G> SHEET EEL CARRIAGE DETAIL I N EXTERIOR ) N OOR ® ) I Qi OR �i EXTERIOR HV PIN © OR ® AT ENTENOR RLAQCS KNUCKM (SEC NOTE F FOR REQUIREMENTS) i I 02E1 1 eY0 rt oRR+x mrzca wc. ELT FECO TIWT TESTING A ENGINEERING COMPANY R-mRr. mRRReRR;wm Ee-4seenK wurtR A mart a. P.c rtoRax, u� 14a+sx POLYCARSONATE SOURCES FOR 4 mmNx Lavramz sear mx� mu>Ha asses. sREaK cR.wrr 4's mn an4f m! • RnRa a'• maaa raw sRamlx ♦sn ase,ws Rss 'As,PNa ,1!>ifY 611RNix 41 n4O rtEn..x 0]CR Ix.fM R.LL t1,W PLL .sous Rb Rm RyWe w aooc Rss csD RObI! 4m MICR oa a .a a ew.v.s Nmu RR., 1. aw a+ awa av rsmni 4stu Ism 1.1 vm ua➢�M 4sxu Rlpf ILVL 411L4i1n Y14 RARP 6M1 NE eAx Rat rdb ReA roma snap RvaaE et4*aac Pml au ewe o.l Rees w: A.S.S.An American Shutter Systems Association, Inc. 4268 Weslroods Drive West Palm Beach. FL 33407 mc. Accordion Shutter HV. BADE 01 W/ OR W/O RV. WM IAWING No 17-107 o- 21.fta A 1C.. '11' O�U�O Q• Q. p. MASON i����r,�n�fn�rnr•���� bran 'I Ur t �' Q' ©' ©' Q' Q• Q' Q� Q. Q. QI Q� 0. Q� Q. m' ©a��a ©. Q7 MI Bw 1D •>�3� 10 • YY'^+ 1%�• ;�3`oA l Y . fib$$ 4e �f•�a�•�8d08 �a O8 •�a19.73ta 1�•O�o�T(�' •� TYPICAL In HV BLADE SHUTTER ELEVATION N.T.S. v OF CORNER CENTERMATE •NOTES-014 HV LOCKS AND COTERMATES• i. MANDATORY CONDITION e1- ONE NV LOCK (5 a ' SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' AHOVE OR BELOW 12 OF SHUTTER SPAY FOR SPANS UP TO 10S', AND FOR MSi DONS T ANY C E TER HY LDCN Qj u MAY BE USED AS AN INSIDE OR OUTSIDE LOCIL AMICNEO To OR 6 CENTER w/t?) 1/4:0-20 a 1/2• LONG MT HEAD S.S. IS, LOCATION OF LOCK SHALL BE AS wincATFD•,,v UP TD Iwo Hv CENIFRWlES SHUTTER ELEVATION. uinT,u VI(1(14ANt YDSIIION, BUT L.UY BE USED IF DESIRED TO ENHANCE POSITION NON CE LOOSTI RODS OP AN ALTEPNAINE DEVICE MAY ALSO BE USED AT STACKING POSRION (NON HURRICANE PoSRION). AND WSTAUDONS Al 'ONE W LOCK Vj H? BE USED AT CORNER R ANY SPAN E OR INSIDE LOCK, ATTACHED TO n CORNER CENTERMATE W/(2) 1/46-20 A 1/2• LONG FLAT HEAD &S. M.S. TWO LOcMNG RODS �9 AT TOP & 80KOM SHALL BE USED. LOCATION F LOCK SHALL BE A5 INDICATES, ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERWIM AS PER SC.M'Ec SHrrw nu aeeT IV Vy VK f(5 Ui ILHMAItl SHALL BE MADE W/ 1/4'0-209/4. ALUM. RNNUF AS SHCIM ON SECTION RVE, SHEET 8. ONE LOCH SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN, 6. MANMIORY CDNfMTiDN /3 FDR NEYSIONF MOUNTNG INSTAILATIONSIf ONE W LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELCH 1/2 OF SHUTTER SPAN FOR SPA45 UP TO Be- AND FOR MSTAVATIOMS AT ANY ELEVATION. FWr LOU( 6 Or 'a 0r @ MAY BE USES AS AN INSIDE OR OUTSfDE LOCK, ATTACHED TO 0 of @ SYMMETRICAL CENTERMATES %V/ (2) 1/4'-20 • 1/2' LONG MT HEAD S.S. M.S. LMRON OF LOCK SHALL BE AS INDICATED ON TYPK:AL SHUTTER ELEVATION. USE OF LOCKING RODS TLS W/ 0 OR ® TOP AND BOTTOM IS COMPLETELY MANOATOW. 1 W GNIR MNOMLM IS *NOTES ON qD LOCKS & CENTFRMATES• 1. • ONE ALTERNATE HD LOCK r Q We USED IN S EU OF HY AN IN IDDE OR CU FOR ANY SPAY AND LNSYOF D LOCK AT ANY ELEVATIDN. At1ERtU}E MD LOCK YAY BE USED AS AN M9D[ OR OURID LOCK. ATTACHMEM OF MO IOC. �j TO @ IS W/ 3 IS F 3/8' F.H. S.S.M.S, AND INCURRS RaHFORCFMaR INSENi AS SHOWN ON SECTONS NCB-MVB AND "DO-M. SHEET 10. LOCI( MAY BE MSTALLEO AT MIDSPAN OR 12' MAXIMDM BELOW OR ABOVE LODSPA% USE OF LOCKING RODE GS IS COMPLETELY OPTI .......•••. ;'rr VCENfF•.;�y_i C207 TARCO, wC, 02017 EASTERN NEML SUPPLY, INC. ERTt1A HVTM Accordion Shutter System ' } 1�C p A.S.S.A. American Shutter Systems KV. SINE #1 W/ OR W/O KV. WtbON BALE ocsummax war mAcv IM io • 90 `• TILLR TESTING & ENGINEERING COMPANY .w Association. Inc. 1 ao Is-eesJZ7 1 DAM 07/27/17 1� A L... xm a. su, eA. WRSu vec00. Mww. nIe vmo.: (as)e71-1nw . rn : (303)mI-13T1 4268 Westroods Ddve sf/O NG\a11d1 x s ORAWNG No �e671! m West Polm Beech, FL 33407 NALE ,a'" ARgXAm H.,L 17-107 A o r erei )MMY/iime /nea fLOROA L . 1 a167 A ,...,.f, POURED NCPOURED ETE ANCHORS CONCRETE PWRm (SEE SCKEARE ON OR CONCRETE BLOCK PEWPREO CONCRETE SHEET 1]) REOURED rV"'P-20.3/a• SS. N FEOURED CONCRETE ANCHORS 1 u THE SCREVS CONCRETE aNCHORs A (SEE sCNEDUtE 0x W! 1l4'-30 • (sEE SCHEWtC ON SHEET UJ �sH¢T la) NUrs 0 12, O.C. 12 Wig CO`UN, uaomuou.Rcws� �E �. 1!O-zo Nun 19 rEO o 0 I E. D,• ,. 1/z" - ,zsD• M0A I 1M. r o.a Vz' � _ 3 w 'I l iE0 r•'� �� ' aD.•'r`"'- I7 COTE f5 Iva sTwuror �Ii �OWION4 : mgA4191 w j1I i I�ig.— We I I / OR �0 TESTING ' Net SEPARATION TO Dues 1 EK51u eAmmA Q� ; NCR. sEPARAION To GLAss I t (.`{a55�(sEE so-mau: ON sHEiT 11) SIWG ( (SEE SCHEWIE ON ENM 11) GUss-� �A, DER INSTALLA7 O HV WALL HEADER INSTALLATION d HV WALL HEADER INSTALLATION + K YSTON L GSR C MW. RHEWUA qN TO EET 1 me 0a' I OR R9- 1 DUSIWNJi--(SEE SGiEWtE ON SHEET fn'-"— t ` AOJL p 4FII I t- W'Y. SEPARATION TO GLASS CUi Ir rw TI Nmaw - ; (SEE SCNmVl ON SKEET 11) a sm lv m eNm6AQ9 9 FX&Ti�vss0� I f oPrprut � I'c'D.• : : I 1/.. ' � 19 �[ [a-t Ism 4.Y 1I 1•J SS. 1 W, _- EO EO PHNLIPS TRUSS HEAD ,f L ) 1/a"e-30EJ/a' ii PH:WPs MARONE SCRENG U9_NC t__1 CONCRETE aNCNORi CONCRETE AVOfOR$ IB 1' 1/a"-20 NUis O 12 O.C. (SEE SGxmULE ON LTRUSS MEN) WCHINE SCREWS POURED CONCRTIE�• (SEE eQ1EWIL ON SxEEI 1]) M:n•I POURED CONCREIE sHEET 1]) W/ 1/a'-RO 101T5 D 12' O.C. GOHC �-IE m • _ OR CONCRETE BLD]1 w REONRm C% HV WALL SILL INSTALLATION (scE SCHewIiE oONs RmoIRED uRED CONCRETE s Err 14) QF HV WALL SILL INSTALLATION ATION OR CONCRETE GLOW WA1 REWIRED O HV WALL SILL INSTALLATION NOTE FOR COMPM0 N Of grIMOV : 1_ SEE SKEET I FOR TtP SHUTTER C. O.. EDGE astavCE INSTALLATION DETAILS W/ ' 2 sEMOUT WC SECTIONS CA! eE COUSTm ME SPEMCIMOM ON SHEET T3) ' ,DEgm"SHM is n'� (17 HV BLADE IN ANY WAY TO SUIT Am IN5T4 mKI 1. t rIA FOR BUILDING CODE Non Koh Velocity Hurricane Zone' "VCENSF'":I/P 4 02017 TZI[CO. LYC 02012 EASTERN METAL. SUFFIX, M. BERTHA HVT, A S S A Accordion Shutter System At� IL E~c' . . . . HK RXE e1 W1 OR W/O HV. WNCOA' BlAM American Shutter S tems� Q C TILLIT TESTING A ENGINEERING COMPANY Inc.n. x D 15- CN e9t ORA U7 Ec =• -,.top IDP: •' .4, p aus x,< ua sT. w- w. WRCnN camq n.atar. m Association, e. I oto 1s-oes 7/271 wTc o2/zz/n fIi' . '�c"�t rmnw : (]os)evl-few . rn, : (aos)m1-I:m 4268 West rooes Drive 2 =�sl0(/AL E:��,rr1 •" �H��1^v^I�- West Palm Beoch• FL 33407 ] DRAWING No A.rnN•'' Wr.LTW A DUI a. P.E A 17-107 O r 'ern: /em.ran:ec /nae ILORa' Ue I Wn s e-•,�.-e CONCRETE Atllons (SEE SCHEDULE aN SHEET 1]) , 0.• A c- ID OqO N 1,q`ahw'C . 9.6dk® \C2%C HY CEILING INSTALLATION 1-4 �ry o.• o.•- Q BY -FLOOR INSTALLATION t OR ®o i E A CHCRS VDULE ON SHEET 1]) j' Ea EDGE OF susa IPPUUB f Coo RETE 0. R Wro RAT HEIR CONCRETE MCNOR5 (SEE SCHEDU{E W sNEET 14) / G / EOOE i 4 " APPUD 1 110 " ROUSES, FIAT HEAD CONCRETE Ahi'NORs :OtaREO (SEE SCHEWEE ON SHEET 14) I1 TRENCH INSTALLATION I ONLY FOR UP TO ♦70. -75 PSF AS.D. DESIGN PRESSURE RATWG & FOR SPATS PER SCHEDULE (]. SHM II u'.+ v.i+mw WNCHUE ANCHORS -tlp �Itf ' A•O 1 So ME ON I/.ro mdCOIX rAPCax e/ wvrtriq ) I' EYAfWC i EiOsrv+C; COBURC JJm]SD fIRLLfIXd 1 aV55 1 GLASS sAVMN,aaA GL..,G� RC,un.Lt4t Os 1/1b FO,ENS I ' �'toi matt n wn n) ` —Qt ... %vcw m om rA'ruvs ]I]xu. ucrga w/ I t/°• O —i as.o ,O Ia/.•,w O5TA01]o a• uAR. OG fM tw TOSDhv Aa Try _ 1• aC M4 AM. VAQA T4v l i i I IIlA%. - 14J1/:n 1PgW HN 8 r [ 6 t—' 3 aR 16 J i' , Wto ASHER4N.0 IE..i! j SNEV"�1 IwHaa aa rat♦ rIX SCREOS EUn. 54Nn 1 1 (LIa/4' NE% HF/D�� 1 1 s 9• O u• D.c H iEl( SCREWS a 9. O.C.t I , I] OR IrOI Ntl 1l6c•d-tm/co/-rro s xUuIS SHEET `/m•aW/ Ron O 9Do (SEE 0. als / I 17 aR 18 • • E 0. f sresmnEU "°xoccaunx I� 1 )/a•�•I ]/E' APiL;AefE ( 1 (14U/4• F.H. L MR.: PNCXORS 0 D. PGA M ewe (SCE SCNEOME ON 0. NSN[C] 1](a) ^,i NpiE IX0 •• �REWPD) OR CONCRETE Oct: SHEET 14) POURED CONCREE ON S+ER 1 REWIRED OR CONCRETE 6LOC1t iaruL PW REa+nRED KEYSTONE MOUNTING INaT I A CONCRETE EL00 INSTALLATION© HV WAL WALK —OVER INSLLATION ©w+•^^, Asa E644 P9E9SlM: .w: A P„ I TION A_aV1RED TAAA1a1W SM]np FY1 yb' V U R S A ON t IAA uerr roam - • E. 0. - EDGE dstmc REN*V1BX .1,N P'Zdwsco I- SEES S EET 4 MR ttPICA SHUFTEFI (SEE SPECIFC NONS W SHEET 1]) NTO ANoPERA3LE E%R W SEEE ®ON UNNTATIONS OF USE MR ASSEUMY On 10 R_ NOUNTWC SECtaNS bN RE COU,,ED INSTALLATION DETAILS W/ ,I) HV BLADE IN ANY WAY To SUN ANv JNSA L AMON. IIT'T E$ A. T `' FLORIDA BUILDING CODE (Non Nlgh Velocity Nurricone Zone ItI �C EN ✓ �� axa17 THEM, WC. ®BOLT EASTERN NETAL SUPPLY. WC. • 3F +9 BER /ne T *r ? IL� A.S■S■A. Accordion Shutter System HV. IM DDE #1 W/ OR W/O NV. WNM IKAEE TILLIT TESTING &ENGINEERING COMPANY American Shutter Systems , N xsulmoH i arc dam, er: Ec -4`a� .ORMN ;�'y p1 wss I,W �,.. a.. >os. H9E,°, wloau, nwAa,a Assoctotlon, Ino. r om 15-055 ]/n/T arc wz]/» '�tY`i• P.,°.: ryos7ml-Isw, rw: (325)e71_1a]I 4268 lYeslroads Drrve 9 ORAWNG No ' syONAL EK�',I+III "' 1e Om' West Palm Beach, FL 33407 tH-CMa]I9 17-1 G7 ............ I1I %/1RR A SRIR JI. P.0 PC ardl lClCunT iPc /nnic RORLL L'c/4.f E] . _„__ OUT ' IIItGI.I lU B 16 SEE NO ®. WUDDOIG.© ../. TES IXJ taCFIIYP A005 IN eAz INSTALLATIONS W1 (D HV �Ensnva BLADE WZ HV CENTERMATES naEWES PPLG pN„R„6UaeQ OR ffON Ex�srtNG Goss DOE SHEETSNNO 6 1 , —i'—.------ _ Qom•®a----------------------(------------- j 2'@11AWu. �a1®•� J1/4- @°. ®.6,/1 lJ•i' - T 60W-TB 4 N/Ix) 1 ,-6 TMON wowRs �o coNc6Ell ( 1/2 O1 -® I METRY nGP/6oTmu) ;,,/:- su.s To Timm C,._EyTERMATES i1pid nni����, v L CK. c•F C NTER ATES ate, /-�� MI PAP AT EACH .1KCIE (M) i �J W/V LOCK L� S C 5 i k SEE SCHES `� i I @ a 35 ( IN 3 3® (SEE SHEET I A -- — — - — - — - - — - - — - - — - -- —— —I — — — — — — 3 CJ — ®' '® ©�®«©�°®alo•®° 1 a® OUT @-w- 10•®•©.�a®.®w HVA HVB HVC ©• O • OUSTING e S � POae tIE aB ��wMl �[�nsnnc •®°'�•�°`®•®6,1 --------- — 160'®O1©'®3\E(o''` SYM �` IN "—O�a�6—O ��`° -- `! 7 t—r— -- -- 0— a 1J CENTERMATES '�:/ ©'® �'O"'Og •®°' MnTO� ssoN u®•® W V LOC t OPPONX n (SEE ScNEIAI 5 NiN. E�PfNAaON ®a * INTERIOR ®•®a O•®a ON MEET M1) (SEE SCTO �HEOaIE IN OPNOWL w ON SHEET It) (INIERgR) _ OUT I _ _ _ _ _ 18. O.C. 3 9tl t mr)y Fy V �-(•i j-o� QUT 6IM%. SULK HVD ouT � -� 1/i- ((((„� HVE HVF** FLORHA BUILDING CODE Non Hlgh Velocit Hurricane Zone' 44111........... "'' = Oxon rITECO, INC. ®late EISiERN METAL SMPLY. INC, v sF••.. � : BERTHA VTM i E Cot ■ a. ■ A■ S■ S■ A Accordion Shutter System • Yr : HV. MADE Al W/ CR W/O HV. Wt1 DOW 9A°E C 4: TIWT TEST)NG & ENGINEERING COMPANY American Shutter Systems , „ M Association, Inc. 1OLD 15-085 Pn. (!0*7 1660, h.; (wf)6n-1"1 4266 Westroads Or.e_. me —West Palm Beach. R 33407 s ; n9R'OA Lk, 1 44167 ALTERNATE INS L TIO V " " LOCK DHV MALE/FEMALE "T" LOCKS CENTERMATES 8 �8 LOCKERS W/_T1i HV BLADE o _ SEE END OUT CONNECTION DETAIL ON SHEER [0 a 1R sux p vu mu ms, ww m cx sa 0. R-OO IO � A'A-Ai„ - 6 • 7 - e 10 o b-0 4�- A'%n.Aa.. ".a tl a1MTA 4 w 0 NC®m ro-mm , emarto ax iws brt[T, Y(Y m,' usso 4sm ns um.4 uiil/.W. It IM1E M MR SrtiT M T tIXK pY Se2[i 1 f 5[R6 BY1 HVYJIW n024-1J NyNJ WS{ iUVGE M11 Ax M4Wf4:IWID BY A1LFl CMRM 1[nuvy vvaJvaa, ue-1aa[r mos4 an Cara INSTALLATION ITI HV BLADE W HD CENTERMATES 0) . & . ((9� nut------------©- -`-------------IN ---------I4-- _.L[�7�T1 ------ xus - Ir (9HV "T" LOCK (OUTSIDE) �4j v OUT 1/4" 0-20 a 1 1/2" S.S.M.S. W/ 7/8"0 x 3/32" WINGNUT. 111 V* OW17 nrt<a, ex. IL ECOINl. TILLIT TESTING a ENGINEERING COMPANY WJI.M-: STn n... JM. VSC G aPTP1 M Rmm : V05)07I-15N . F.,: (M)871-101 e-�' [sxuow<-v M-[008[19 qoV 4k f 4410, 1)HDB-HVB OUT Im"""U HDC-HVC BYMMETRIrgI H_D CE,I(T RMAT c SYMMETRICAL HD NTERMAT S W/ (5� 0 K f XT RIORI W/ �SEf LOCK (INTERIOR) A.SmS.A. American Shutter System A3SOc1080n, Inc. 4268 Westroads DMe West Palm Beach, FL 33407 • sa .em a wcm., .0 • w®woo w saa J is w,.[aw wrc xtp Nm roc--m a vw rm u4 awm.um .mnaw .m� nLLtO Accordion Shutter HV. HAM R1 W/ CR W/0 KV. VANE 1A141NG No 17-107 POURED CONCRETE OR ^ POUTED CONCRETE POURED CONCRETE CONCRETE FLOCK WNE OR CONCRETE OR CCNCRETE PEO CONCRETE " REQUIRED / BLOCK WU REWIRED : - _ BLOCI( WµL REWRED I LOCIO CONCRETE REONREO �} NCR 6+COC -1 �EX6TING G ;} e'-E- I- - - �E%t511NG UV55 f `• -2• MCI 7E� L TO :tPM(SEE `l i /` 1• I r u:N. EX511NG GVSs Sf➢M\ SCIE OA4 (ERE r po ^I FO ED 0 i:Aa (SEE - 1I EON 9sA m TO GtA s m 1 - Kit 4PNkMN 1 wxouE w DAm (1%1e•.r IAu 0" ®e ® soA�22E aN saET i ' ry ,I 3 Tsa® (SEE 11 FW efLE mA� 606J- tti. OV 516f 19 Fat (LOfArz AT I Hl.OLS0 N- CLOSER .QI s,m 19 1/2- 11 M e eCo'v EPN )SOE� I I f0 APTAM STOE 'MJv \ I A ¢sasOa T� (art�pa ratt 1/2• MIN, i of x0> I I + usE r ae z• 1RIL /1o,1/r s.us. I pen/2•' O.C. I i (AS MPJ cup ).211/e•m -! O 16' O.C. ' O 16" O.C. _—_— �!j -< (6063-T5 CUP ANGIE I _ J ALLOY)2'S.AT TO oGNT ' (2)/1,YAPONS Top& RJI p (UU AT O.C. $ (LOCATE Rs TO 5 SEC DETAIL % '�� � WALL AT 1' O.C. (LOC6rz AT I OR ®' SEE CETML K FOR I OR SIDE CO,"EC�TI N OR V.0' MER sx Orp.) I OR & ? SIDE Cto TRA ON . 6 . (-- a 10 .®� to TRACKS . . 6 • ) . e 1 .®. '�'©' O0K��,,•_ 60 10 .®+ SEE SIDEDUAL C01.'NECTKIN ®• 6 .) • a 10 TO I'S ®•Q�-©•®.p.®, ®•®ate•®�O•d�- O ®-® ®-®®�® O ®-® ®•® ®-® END CONN1 ECTION DETAIL END CONNECTION DETAIL 2END CONNECTION DETAI 03 END CONNECTION DETAIL NCRETE OR /- + REO .w ONLY fOR SPANS GREATER TRgN w-w / Rtl -ERNG ASs WNCRECUTREO BIOCi( WNL 1 ElUST1� C / - - _ 10 GUSO (SEE O to - ON . AQiTKN D/ a-------�j n r a' eE1 m l 6 oR 8 oP 1 oR ^'-^�� W SNFEi T QA\O �MOR a \ 1/�• Its > CN �AALPxOR� oAffim&� 12• 1 I ` O �etOESm 0 4 I W I O If -1/2 NPL I 1 OR O.C. 4 EO 2' NM. 2- MN. ♦SEC (INrtAP.GNS M USE roa / rJ BLADE©ON$MEET19 ®OR®ORgOR(DOR@ VIEW Y 1 I OR PLAN WNCRETE M EWAAl I OR ® Y ®®Osp O• '®® ,7E±�� O.©.�.� fa ®. .Q REQUIRED Lp�®•®•®, ®. ��.®'®•€gyp•®a END INSTALLATION OR HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL e&6-6-0. •p.� E C 0 E O•®�®•®��•® © FLORDA BUILDING CODE Non Nigh Veloctt Hurricane Zone _ }`� �:"ur.EAlgF••.• y _ 020» mn< (4201) EASTERN METAL SUPPLY, INC. BERTHA HVTt, Accordion Shutter System IL E C O A.S.S.A. EMG. Kv. axE 81 w/ OR W/0 HV. wm w mAm TlWT TESTING & ENGINEERING COMPANY 9'• '^ BUY i px(+'• Amertcon Shutter Systems Association. Inc. otwwnex o,rt p p,, Lc I Me 15-085 U(U1 1 DOO 0)/2)/0 •• ,F_ ,Ew. S4 N. SA vAGIG uv9O0, no+w m 1'1YN 1 S�QMALE���d''' Pnaw : (nG e)sn-ls-ro . Em : (Sx)sn-un a�aTin m 4268 weslrocds Drive West Falm 8coeh, rl 33a07 x a DRAWING No /r•.,.� T4TERA RllI!,. P.E. 17-' O/ . P L Crdl /CMIJdTI1Pr /DATE na➢a. PE / .al6i a _„__ MAXIMUM SHUTTER SPAN 'L+' OR 'L-' (It:). FOR INSTALLATIONS VN/ T'FNTERMdTES. (D & ® or or VI/ ONE N.V. LOCK @ or I or or HD LOCK ® MV/ NO LOCKING RODS or CENTER1.% E,�, 28® 29 W/ ONE pi' LOCK 30 W/TWO L 4G RODS 35 T(O1TPF & BOTTOM MEE IMat� AANO (•E�a ) ODNLM.tJC t wSTAUApNS 0 WALL YWNIwG fLMOUNTING uWNtwc I. M OR I l- (4) 1 l 1 (14 1t- M) 30 OR LE IB'-U" IV-O' 16'-W IV-O' 35 I4'-10- 14'-10' 15•-2' I6'-0• 40 IY-10' I3-10 1P-2' 15'-Y 45 13'-1- 15-1' 1T-4- 14'-Y 50 fY-s' 12'-5- 12'-8" 131-71 55 11'-10' 1V-10' 12'-t• 12'-it' 60 1i-4" 1 '-4- n'-r 1Y-4- 65 HY-10" IV-10' I1'-1' IV-11' 70 10'-6- 101-6• 10'-9' I -S 75 10'- - IW-4" ll'-I' BO 9'-1 W-6' 9'-6" 9'-91 10'-5' 90 T-J- 1 9'-3- 9'-5- 10'-1- 9'-0' 9'-Y T-10" 100 e-9 105 8'-0' J'-li 8'-9" 1 9'-C 110 e'-4' I Y-r V-7' 1 9'-2• 115 8'-2' 1 7'-3" 8'-4' 1 8'-II' 120 W-0- 1 6'-11' B'-2' 8'-9• 125 r-Ma- 6'-B' 1306'-5' 135 7'-7" 6'-2- 7'-9" 7'-9- 140 7--5• 1 5'-11- r-r 7'-6 145 T-J' 1 5'-9" Y-S- T-J" ISO 7'-2' 1 5'-7' 7'-4• T-0• 165 1.-,.V-5 T-2 6'-9 160 6'-I1' 5'-2' 7'-I' 6'-7- 165 6'-10' S'-I• 7'-0" 5-4- 170 6'-9' •'-11' 6'-Ir 6'-2• a-9- 18D 6'-6' 4'-B• 6'-8' S'-10" /8s 6'-5' •'-6' V-r 5'-8' 190 6'-•• -5' 6'-8• Y-6• I95 6'-J' V-J- V-5" 5'-5• 200 6'-2' 4'-2- 205 8'-f" 4'-1. UAXIMUM SHUTTER SPAN* 'L+' OR -L-' (it.) FOR INSTALITIONS W/ ONE HV LOCK or ® or W/ NO LOCKING RODS (SEE NOTES T. it) 5 10'a1 wt4:R CONCRETE & VVDOD Rmeafrous MILL MdWlw: 7 N aNNFSt9 T-1 0W DU l- 1 30 W-0- 16'-0• 35 I<' -to' W-10" 4D 73 -10- 13'-10- 45 17-1' 13'-1• 50. W-5' 12'-5- 55 11'-10' ll'-10' 60 II•-4' 1V-4' 65 10'-10' lO'-10" 70 IV-6' 10'-61 75 10'-i 10'-I- 85 9'-6" 9'-6 90 9'-J• 9'-r 95 9'- ' IF-4- IDS I -I1- '-)" '-]" 120 j -11' 125 '-8' 130 '-S' 135 -2' 140 145 7 1'-9' 150 7'-20 5'-7' 155 T-a' sr-S I60 6'-11' V-2' 165 6'-10• 5'-l' 1J0 6'-9• ..-It. 17O 6'-7' 4'-9- 180 6'-6- ,'-a' 185 8'-5' 4'-6' 190 a'-5' 195 200 2 6'-i 1✓ MAXIMUM SHUTTER SPAN* -L+' R "L-- (It.) INSTALLATIONS W & W/ ONE HV LOCKS OR VI/ NO LOCKING DS fVkUD FOR MWNTIN00 SHEET 7) OONCREIE wip � wSFALATONS RtNq FLCCR CUAo NanmYo y (I to-) 6R R6]R ALL ao Ma 11 IN L-W 30 NV-O- IT-0. 35 15'-Y 16'--IF 40 14'-2' 45 I3'-4' SD 55 60 10'-2- I0'-I I' 65 9'-5" 10-,- 70 1 8'-9. 4-Y T5 e'-9' WE M9TAIIATION IfGFNM1 CONCRETE & MANSORY WOOD WALL A. 8. C. D, E. M, N. 0, P. 0. MOUNTING F. K & L R. S, & V. FLOOR/CdLW0 G. H, I, 11, J T.U. W & X MOUNTING & M 0 NAXINUM SHUTTER SPAN -L+- OR 'L--- FOR wSTAWTWNS INTO WOOD SMALL BE UMM) TO 105 Inl. ASO. DESIGN PRESSURE RATING. 1 W CORNER CENTERWE 13 MAY BE USED AT ALL MOUNTING INSTAAATIDN$. LOCKING SPEOFICATIONS SMALL BE AS INDICATED ON MANOATORY CONDOWN 12 NOTE 05. SHEET 5. li'EXCEPT THAT 1NJOMUM SHUNEA SPAN 1s' OR 'L • AND MAICAU ASD. DESRKG PRESSURE RATING FOR wSIAU0a5 INTO CONCRDE OR CONCRETE BOOK S BE UMTTED AS FOLLO&4 I- CON14ECDONS TO KEYSTONE MOUNTING LIMITED TO +64.-72 Pm.). A40 8'-0' SPAN, SEE MOUNTING(g)ON SHEET 7. SEPARATION TO GLASS SCHEDULE WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 )" O HV BLADE FLORDA BI C2017 RTEOO. INC. 11 ffcco A.S.S.AN HWT TESTING & ENGINEERING COMPANY American Shutter Systems mss 1A.. A. M, 91.:M.,.e,. � Nam. MI Association. Inc. PWM : (M M71-man , F•1 : (M)en-IS]I 4268 4leslroods Drive =-mw: ITemOVN:•m w-a9Dsns West Palm Beach, FL 33407 •Y, P.E. w"M NAPo(44167 M ,&k' . 1 (1) L+: LMXt14UM ALLOWABLE SPAN FOR A GIVEN POSOIVE A.S.D. DESIGN PRESSURE RAEFJ L-: IAAX. ALLOWABLE SPAN FOR A GIVEN NEGWNE A.S.O. DESIGN PRESSURE RATING. (2) PROCEDURE TO DEIERMwE P"wm SPAN FOR WALL MOUNTINGS (TOP/BMCAI) OR FLOOR/MJNc: GINTIN A POSITIVE ASD. DESIGN PRESSURE RATNG. DETERMINE MAXIMUM SPAN 'L+' FROM SCHEWIE. GIVEN A NECATNE ASD. DESIGN PRESSURE RATING, DRERVINE MAIaMUM SPAN 1= FROM SCHEDULE. FWAL MAMMUM ALLOWABLE SPAN IS EOUAL TO THE lANIMBM OETEBeNED SPAN BETWEEN 'L. AND -L-' (3) PROCEDURE TO DETERMINE MAXIMUM SPIN FOR COMBINATIONS IN BETWEEN WALL MOUNTINGS W/ FLOOR/COUNG MOUNTINGS: FOR A GIVEN POSITIVE AS.O. DESIGN PRESSURE RATING: DETERMINE: L1+- MAX. SPAN FOR WA1 MOUNTING INSfAUAl10N5, L2+- MAX. SPAN FOR FLOOR/CE(UNG MOUNTING INSTAWTIONS. FOR A GIVEN NEGATr ASD. DESIGN PRESSURE MNNG: DETERMINE I., MAX. SPAN FOR WALL uwNTING 11MXIATIONS. LJ-- MAX. SPAN FOR FLOOR/CENNG MOUNTING INSTALLATIONS. FOUL MAXIMUM ALLOVIARLE SPA) IS EQUAL TO ME MINMUM BETYtiN 'Ll+. 'U+. 'L1-- AND L-- IIN FINAL MAXIAUM &S.D. am ON MAXOMUTA ANCHOR W M1JFTI ■ "l n T/ DS Accordion Shutter System KV..tIADE $) W/ OR W/O H.V. 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WCHINE SCREW USED SHALL BE 1 1/2' LEND UToW. d ye(1 fy BNOULB STUCFA CoST. AND I' MINIMUM MR HALLS WWII HE BF,,o. AJ) II CASE THAT PREa'BT STONE. PRECAST CONCRflE PMEHS. PAVERS OR MY VBtEW BE FOUND ON THE F>]81WG WALL OR R00R ANCH, ORSHALL SBE LONG ENOUGH W RFACH THE WIN STRUCTURE BEHIND SAID HALL FW6IHES. MNUHOMGE SHALL BE AS WUfAFED ON ROIR An @ Aa) A80vE FOR W9TM NNE M v and OR EIS WTIIH OR WHIXOUE METAL MM CONSULT THIS MONEER, FOR WSTALLABON IM0 on WITH METH STUDS SEE SWAT W. (8) TO CUTTING COHCAEEE BLOCK: ET,, C-90) - 1/!'G 10004_ OR TMCON WHIT AOvµCFD TNNfAOrORY IECNNaDLY ANOIORS, M MµUF,,,Nce W LT.N. BIA(DaT. - 1/!'I . 3/4ALL POINES EaMe-SET µC11016. AS pHSTR'9UIED BF ALL POP85 y .BOLT a �W COWAMV. - I/s'e. ME TM CONCRETE Mallon W/ CM AS MMNFACMED BY RU0.10A FA9EEMR5 DREG,. Na. - I/a'e TMFEN. MCHaEs AS WVNFACIIIRW BY POIIERS FMIENBS. VHG, AND DOgBUIW BY ALL PONT, ]CREW. 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N'nGe;A FwpPNq, rLpeAt JJI Ppone : E]0 Fm Inc. 268AssWest, YlestraodS n 15-00 OLD is-0&5 'T 22 1 w,F: D2/22/12 Q)8Tf-iSVI . ; (3'JSJBJS-ISJI MAID>I>I%gym Cd Drive t PoI West Polm Bcazh, F 33407 a 3 DRAWNG No AL E in.........�.. r.�.._ Eet "WEF A TLLUT Jr. P.E. rL e Lk, 0 111.1 4 1 7—' D7 o-o o-o4'a- 0:0.0-0..o- a� o-N•rs.•®. 0-8-03�4.93 END CONNECTION DETAIL Epp INSTALLATIONS i7 HV BLADE OR 0 WINDOW BLAU INTO 2"x4" MIN WOOD STUDS ra i•snta R[Ph ,.. w. .,... 4`UId-.._. ,. -., -. 14: YNnI..iM OBI xR[ ' ",Al I- � I END CONNECTION DETAIL fQ ♦ SEE UN'ATI04 S,Os USE19 FGR BVpE SA 0.N .1-• ..••••.••..,X/T • C•Hr1T TiLiECA, hG. 1L A S S A @2017 EATEP.N NETML SUPPLY, C. _ - BERTHA HVT, Accordion Shutter Systei `= . •• // O •'. `� t TILLIT TESTING & ENGINEERING COMPANY uas uP, a¢u, sv, Su i", xxwvA wma¢.nam, vm Pn�¢; (.ae)a;1-1sm: rm : (ws7a>1n5ar e g119 PWROA Ue./.4.161 ■ ■ ■ ■ American Shutter Systems ASSaclailan, Inc. 4266 Wes(raads ed,, West P-Im Beath. FL 33407 NV. WDE g1 W/ OR W/O KV. W HM sane r• P ascPamox oa" 0 oPAM+ On. tc, t arD 15-095 )/2i/t a)j27jt1 Sj4NA.. E..... P.F_ SfALfCiOMATIlPF/nett l DRAY NOI, Qa0a I6.. I' TYP. M ENO MAX. 5 MNDONS i ALLOWED AT MY °N MNOPN BUM b SEE pro b t CONNECTION DUALS ON SHEEIR to & IB M FULL HERbN. } 0> 0). 7I 11-7 A> l01. (ID r, 1 V {il ij J .11". FR1iiW (WTA L-41- T-(}�1 1�... b' NUMNED No �Y �1� ti X✓ \:iA ELEVATION MN 4PAR♦M!1 roaAAs E%SNxG GLASS ELEVATION REQ11 FOR - .-VMPON SINDI {� IN My' 1YP. SYMD CaORRalATFS � � � � � w/ eR sNP WIO�i NOTE a PBOVE} n� .:� tNS OF FOR RERThF21W WORKING IN ESWN PRESSURE; moMI ♦Ilo. - 110 BPAN, 06'WNNOS: A 0. 0 k N On SHEETS 6. ]: AS WELL AS MOONRNOS M, 0. T. U & W ON SHEETS 16 & 17. ®�♦yONLY CFNIERMAtCBBOM W/ • Wt(T3M1 ME ALLOWED NTN �yAQ W -IN A OR 0 C IA . Pl C45E OG wG ! MUSi BE MWOW ONLY AT EXTERIOR ACCVC$ VOE OF E. 5. (A) W MNWW F 1(0. SlV ONLY NLOw A M of)"I Or 5 OPENwtS (0'F MOLE$). FOR �ER LADE AT SPACINGS SHOWN ON SHEET ♦. (a) IN. CUSPA M mg TOR OR SONCOU EOCE OF W MNOpN RIME 9 M NFr 3 MOLE FCR S10.11 BE IY. (C) MST OR L.y'•LT GLADE COONOC T FRON, SIMffR5 0 LINES MAY BE Nv MINDEN. OIIOL 1 (0) W Mt10EW BLADE Q MUST BE USES ALTERNATE TO A SOLIO BIM MY EO NONK,CMOUT 5MR1W'S WIOM. (E) CENEERMAIFS gUyL &UTS BE INSTNIFD A0.U4ENT TO A SOUS W TAME 1 AF WNFR SOE M THEM. (F) P0.YCMB0.WtE M/ MNOPN G� 9ULL BE IHSTN.LW W i1fN[ TROT MUSr RE D.E umAma or N¢ aFExwc c vRartctW. Hv WINarN Ly M ONLY BTSTAl1ID ANO LOCKED UpNO A MI SLITING 100. vAOJIpW C. W /5Eq IN 6. SEE MICNOR SPACM SCHEDULE FOR WSTALLAi1pN5 INTO tmooP FR1ME MiLONCS ON sNEEr IS. AS LLUOEO BY 6PM AND MST6N LOAD (SEE NOTE, 1 A 2 ABOVE). 2. SUE NN3H3R SPACING SCN UE FOR W5TN1ATgNB INfO POURED CONCRETE OR CONCAEIE BLOCK IVIL M G,= 12 & IS AS LWREO W SPAN MO'PMM 1.OA0 (SEE NOTES I & 2 ABOYE). R. WNNUM NEPANADON TO GLASS SCNCOME, PER ASTM E-109R MOOD EONE MINIMUM SEPAPAKIN TO GUSS I TNRU O I I. 6.25' 'pB.aR % 11X '�'/• A,�GENg[.•,Y'9', C1017 TatEw, vtC, 02017 EASTERN METµ SUPPLY, INC. i ALL E O �+ A■ar!■�7 Q BER A TI.1 Accordion Shutter System �'•, �'T - TILLIT TESTING American ShUile $j'IS am8 KV. MADE #1 W/ LR W/o HV. W NDOW BLADE , N w.ttrvxerAs900latlonr ;'w )' !k ENGINEERING COMPANY Ina. I 2]/1 GAIL O7/1] 17 1ws)e>I-us1 mienwo6°s"'`" 4268 WesVoods Drin WeSk P01m Beach, FL 334G7 ss/ONAI���'•' a EE DRAWMG No WALFf0.. NWT :e. P.L 17-1 O7 ♦ P.E. SEAL/SIGNATURE/DATE FLw:aA UI. 1 11167 5 ti 4. ury� 43e 610 1- Xe6a.G. 06'0 a Wl I IXRRtIG fNK EwSTNG CLASS —I MN. SEPMATKN TO (MSS (SR wHEDuu) FOR -BERTHA ] HV DI AO AC RDIO r SHUTTER SYSTFLI INWALLAIKIN IL META STUD WALLS I. MAX, A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: (BON THIS SHEET. 4. ONLY NTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6- LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS ALSO VALID FOR CENTERMATE 21 APPLICATION WITH BLADE 1Q In'. a.ws- Twrx vnwCs. �" ASTu A -GU cRTAE .0 :�S.FiOdi: MM`E`TAL STUDS AT IS- ac. MS E E INSTALLATION R IYIH I GJ-12.000' uw.� 4 00. 1/4"a NOMINAL ALUMINUM SLEETY 6063-TS ALLOY SEPARATION TO GL ASS SCHFDUI R R 3.000- - _ Maa WIND ZONE MINIMUM ASTM E-1996 SEPARATION TO GLASS 1 THRU 3 1• 4 4_ 1-.EUSO * mj4 u mPlYl21,E - �______ - - -- - —_ 4 -- -ZEY6m1G wss -- AL -------- — ..... .... r}43a 436 43c �- SYMMETRYCAL CENTERMATES W/. ' 1 - , SYMMETRYCAL 4,CENTERMATES IN L'INTERIOR ACCESS SIDE ' -,�, I uN. SFPARAuox vAwEs rO GW'S 2' ,,.EXTERIOR ACCESS SIDE= -- — — 1 — — 24 21 21 21 21 1 (cool) HV 7• 6 1/2- M. SIAEK BLADE tdr ADE SLACK DETAIL HVF EVC FLORIDA BU Q. 71((�l �� 02mT mrtc0. ux. ' �� ECD7NC. A■S■S■A. TIW7 TESTING &ENGINEERING COMPANY American Shutter Systems .: (w5)8 ,-Iwl T, re.: Im6)eTr-1,JI .- n mlecWwl.Fem Inc.v.+I 268AssWestioD, c. 4268 Westmads Drive V/est Polm Beach, FL 33407 + TUT MOM mUI y, P.E. tt}``}��V• �111A1dlMDC')T1AK nARW Uc I u,6T y 4X LENGTH111 . 1' ® 1/4"0-20X3" BOLT MUST PENETRATE 91' 3T3'� 1/4'0-20 THREADS 43 1 /4"0 ELCO CONSTRUCTION PRODUCTS FAB—LOK HD COMPONENTS SCPLG . 3/.1 6 1H'. 0.033' irEOf 16n. GYY. 61RL iAO CIY-0 ASN ,+-' CME .0 Y C-60 CALVAN4EO FASTENED To STOOS "/ (2) I6.1/2' TO( SCREY.S ON NTERWR & IXTFNOR FAR Ll a LOC4EO AT 0 W HEADER FNOS VIEW Y SIDE CONNECTION TO TRACK HV. BADE O1 W/ OR W/O H.V. AWING No 17-107