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HomeMy WebLinkAboutProduct Approval Bronson Residence 26 Ecuador Way Fort Pierce, FL 34951 OPENING WIDTH HEIGHT #1 75.75" 91" #2 137.50" 88" #3 75.75" 88" #4 59.50" 60" #5 59.50" 60" #6 121.25" 88" #7 111.50" 88" #8 124.50" 88" #9 82.25" 68" #10 33.50" 44" #11 33.50" 44" SEE R BCIS Home I Log In I User Registration ( Hot Topic Submit Surcharge ` Stats&Facts Publications I FBC Staff ( BCIS Site Map Links I Search i Florida Product Approval USER:Public User y7v.nc a:rc: Product Approval Menu>Product or Aoolication Search>Application List>Application Detail FL# FL389-R9 Application Type Revision 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 Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email !1 9 ILE Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. I] Validation Checklist-Hardcopy Received Certificate of Independence FL389 R9 COI AMERICAN SHUTTER SYSTEM ASSOC.,INC. DRAWING 17-107 CERTIFICATE OF INDEPENDENCE.PDF FL389 R9 COI AMERICAN SHUTTER SYSTEMS ASSOC..INC. DRAWING 17-106 CERTIFICATION OF INDEPENDENCE(1).PDF 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 '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 FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks Blade 3-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection 108 Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17-108 BERTHA HV ACCORDION SHUTTER SYSTEM.PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. 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'-0"for 35 psf negative ASD load FL389 R9 AE AMERICAN SHUTTER SYSTEMS DRAWING the HV3 blade w/o window blade,5'-2"for 110 psf ASD load 17-108 PRODUCT EVALUATION REPORT.PDF for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-11" Created by Independent Third Party:Yes 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 of and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extrude a uminum interlocking blade7SHrER y tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SSOC., Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HVN SHUTTER Impact Resistant:Yes SYSTEM.PDF Design Pressure: N/A Verified By: American Test Lab of SoInc. Other:Large missile level"D".Max.Span is 16'-0"for 30 Created by Independent Third Party: p.s.f negative ASD load depending on centermates and Evaluation Reports locking rod configuration for the HV1 blade,8'-0"for+64,- FL389 R9 AE AMERICAN SHUTTER SOC., 72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC. DRAWING 17-107 PRODUCT OION7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f. REPORT.PDF for HV1A working in unison.See sheets 7, 11 and 20 Created by Independent Third Party: respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 17-106 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.,INC. Approved for use outside HVHZ:Yes DRAWING 17-106 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST.PDF Design Pressure:N/A Verified By: American Test Lab of South Florida Inc. Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load Created by Independent Third Party:Yes for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Evaluation Reports 12,25 and 28 respectively FL389 R9 AE AMERICAN SHUTTER SYSTEMS ASSOC., INC. DRAWING 17-106 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 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 mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with 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 click here. Product Approval Accepts: II i ,Ap".Q a VARIES INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 72,000"M-.1ro a E"MN•STEEL 2"M°. INTO METAL STUD WALLS --- uERAL Stt�ATG*= a 436 ao9' — e 6 a.a 4� dt 1�4"m NOMINAL ci W /2 475' * G S 0 U ALUMINUM SLEEVE u D 0 0 6063-TS ALLOY L,3 r.s V4•.oms naac 4 0 SXSTEM INSTALLATION TO METAL STUD WALLS �.E..11l.5tEn tR1LK aV.`nTa.,e b"OS. O b•O.0^. 3.000• SEPARATION TO GLASS SCHEDULE ,, cALvu+a1 EAstENEO ro srws 1. MAX.A.S.D.DESIGN PRESSURE RATING:+75, -75 sf) MOS' "x R!&fi ISVOR ALE AS APPLICABLE B f n (P 2.MAX.SHUTTER SPAN:64" WIND ZONE 3.ALLOWED 9MINIMUM Mw. i1tlN ASTM E-186 SEPARATION EXISTING cA55 TO CLASS MOUNTING.80N THIS SHEET. TO GLASS a°LENCTH r,• (SEE SCHEDULE) 3 4.ONLY ENTERMATE 21 W/24 HV LOCK ARE ALLOWED I THRU 3 1• PENETRATE X3" BOLT . ') W1TH 21 ARRANGED A CAL LAYOUT. MUST PENETRATE 3C t' a USE 0 (2)3 (6"LONG, MINIMUM)MUST ALWAYS BE 4 4' _ s EnSsHC RUSH T INCLUDED AT ERIOR OR INTERIOR ACCESS SIDE OF 1.374 mxT.A-cuv.sten TR.tX aw°m. AS APPUCISLE �� CENTERMATE. _ r 05°. Abn/ w_r w W a_.. cu,vArc 0 FASTENTD TOSIUDS "�+-'— IR 3C l6.T/2•-s—ON d3c 434 �' - 6fEmaQ&EKIEC.slVE o e'O.C. 0 6'O.C. ry 1/4-0-20 THREADS '•:i'I **BLADE SLACK DETAIL HVF IS ALSO VALID FOR t/d"1! ELCO CONSTRUCTION /r 12 8 CENTERMATE 21 APPLICATION WITH BLADED PRODUCTS FAB-LOK HD 43b W GRADE 4 w �:�At es ®6 D.C. COMPONENTS W.0- GKV.GwnE 40 .::; pa"r.;._+ v c-60 IS AT IV .! MS WALL HEADER/SILL INSTALLATION itETAt SNOB AT/6"O.0 EASnNTAS APPLICABLE SCALE:3/e"=I• (1M.TOO &BP&BOLTON) -- --. - --.-_------ _.. -- t3/i'.6 tX.0.OW THICK W.. CONT MY.STEEL TRACK CHANNEL. EXISTING GLASS ASM A-653 GRADE 0 1A,,.0-60 CALMUED :SYMMETRYCAL'.. SYMMETRYCAi 'o nAExSrewaaR FACE aH 434 436 43c MN.sEPARAnaN VARIES I & CENTERMATES Wl'.., I rSEEa Duss 2 <..•I ;EXTERIOR ACCESS SIDE;- I I',' ( SCHEONLE) M°� INTERIOR ACCESS SIDE 4 6 MP.)------ IN 3 (s'Mn.) IN 12 -- -- --— — -— — ----------- 1 21 21 21 21 1 LAG D AT t � � i i HV HEADER ENDS L4 12 " 3 (6'Mln.) 24 SIDE CONNEC�ONTO TRACK :..// 3 1/a-Rro-1-s 11/2*RrP.) I 7. T 6 T/2•MAT(.SLACK t* (cant.) 1 HV AA BLADE SLACK DETAIL HVF M FLOPoDA BUILDING CODE(Non High Velocity Hurricane Zono T!-'C ERN a2OiT TaTEw.RTC 02017 EASTMETAL SUPPLY,NC BERTHA NVY. T` C O DE A.S.S.A■ )Lv.ALaa Econ d1o�21I1LV.uttrxrwwsr System iiLLlT TESTING ENGINEERING COMPANY American Shutter Systems EV.x RZTcavnox NTE oRA N a a S, 51e,z� , � Association, Inc. , OLD IS-0115 D7/27/1 NTE: o7/n/17 tm^» (3oS&»-tsw.ra:(3nSIa7,_tvt 4268 Westroads Drive 2 DRAWING No West P.I.Beach,FL 33407 3 STC qq-�-400'... 71.%�,k.,; walEaw .. ae a 17-107 P.E.SEJLC A EjDATE FL01M"Ul,t 44167 a SHE OF 20 ' [O�p (JT�p (,JU�YJ-'��S'"`�.J +OENEfta�ttM(fATiONS AND CONDITIONS OF USE FOR BFRTHA I Ell All'Al;?�Rlllif Y Y Y Y i.NAY.A I%DESION PRESSURE RUNG.tM-110 PAL 2 UAX-5101rYER STAN:88' 1-.�T T T ].AUA14E0 YOUNIWGS A b,C&NON 511EET5 8,):AS WELL AS NOUNRNOS M.0,T.U&&11 W ON ((SHEETS le&tl. Ow�u S C:.'O'"fi Y CENIERTMRSSYLIYE (&V o A u40B w C�/SE�M501C 'f.;/'"fi ftp�OYUST BE INC1UDEb w1Y AT EYtm.lS.G65 SYOE OF t E TYP.EA.ENO S.W HY W1NDE,r;B,yLADE @ SHALL ONLY ALUNf A YAXINUM OF 5 DPFAAICS IS., "')FOR V PER BLADE AT SPACO=SWRI ON SNEET t. 4 PAIL.5 YANOOYS (B)YIN.CL£Aq.WCE FMA1 TOP Mi 80[TOY CODE tY NY MNOOW a6ME ly MLOWEll AT HY n OF—YA—FOR )BWtt BE W. WJLDDY!BLAQE (C)�MSBE09 L/y'Li OVDE COYiNO CUT FROM 5fM1Eg5 AT ENDS WY BE FN IS (0)-WINODYf BLADE®MUST BE USED ALTERNATE TO A SOLID W BLABE(D r S' RRMAKNOUr SHUTTER'S KNOM (E)CEJ![FAYAT6 SNAIL ALWAYS BE RISTNLFA AD ACEN[R1 A SOW MA 'I g30A IN t2 1 AT EITHER BIOS OF THEM. SEE END gCp (T E IMIFfd�OR OF THE OPEMM MY NOBEINOW PRO IEC[E0.HAY NDiHM T)g TMUSTABS BE CONNECnON YYYFF bETM.S pH SHEETS ONLY RiSFALLEO AND LACKED BEING A NY SMINC TOM PRONGED BY ASSA, t0&to TYP. A N M. FUL.HEICfn. 15bg 6 6.SLE ANCHOR SPMINO SCHEDULE FOR PAN AND DEE INTO WOOD EFRAME E ��� BUft[ANGS ON BHEFf iS.AS DNDEfl 8T SPAY,NLD OFSGN LOW(SEE katES 3 1&2 A..Q. Cp•■B^ 7.SEE ANCHOR SPACING MHECLU:FOR PiSatIATWNS DID,TOwTEA CONCRETE OR CONCRETE BLACK WAIL.ON SHEETS 12&13 AS WREO BY SPAN AND TUSIGX LOAD(BLE NOTES 1&2 ABEAS). (( e."MUM SWAB ION TO CUSS SCHEDULE.PER ASTIR E-1806 D N 6 TYP�TOP&BOTTOM 0RnLEATS) W OY�On�6 WDID ZONE NWwUN SFPARATA'TO CUSS ",N9 1 INgU] I' )ELEVATION MN SFPNwa Toa ss -' QA -� YE Safa)LRE CN SkAEf tY Fat tAlDEm A S25' "-- --------�C`__1 --`--`---- _— ,y _..__ AIA OX iTs 4la.T rtli 111---- 601 5 TYP. --' SW Y/YM€'1WBw�CENTERMAILS W/O ( WE A AEKAY) 1 PLAN TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE iCA SHUTTER* � �--- A . FLORIDA BUILDING CODE Non High Velocity NNrricane Zone ......•.. 711 Y-•;... .. ✓- C 02017 TTLE CO.IN02.17 EASTERN YEVIL SUPPLY,INC. ,a�7. ��GENSF•.,� BERTHA HVT, IL - A S S A Accordion Shutter System E C O INC. ■ ■ ■ ■ µV.RADE @1 Wf Gt W/OµV.YANOOW RADE `�'' 171 A•� TR1R TESTING&ENGINEERING COMPANY American Shutter Systems Ir,x o[scmrnox DATE pRwx er. Ln NO•,,.AE.,,,,,,p, �4A ' ,,,,„,W. ,,s,,�,,,.,o,,,,,,;,NAE„s,,T ,,,,11 Association, Inc. 1 0l0 is-DBS 722/1 w,❑ of/zl 11 �1 PhOm':t]os)en-1530.Fw:t]os)sn-I53i 4268 Westraads Drive 2 DRAWING No ,SS �iy ,. wL.wo,m...om West POIrn Beach, FE 33407 ] iaNA4 ,,., y EN-Dooe2ls i7--107 Ilk—Amur�..P.e SHEET P.E.S£AL/SIGNATURE/DATE �OeR1 Lx!AA1a7 s B 9 OF 0 i i END INSTALLATIONS(1� HV BLADE OR (Ra WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS ay.-"a xaaa zluaa"Oh YN'Yva a90a a•N•,�. .. aa�atax. siws vaa aom� rN•wa u.rotfl�w 1 `` /{ .i,,�•Iw° \ : / � w waw r� � �J io n`oa� {• 4• i ��i � a0 oat - I Goa '�nwm srmusm !omu""m�sa. nim ut CO' w:zm �°'eixm nra' 'a sm �w rm a,¢cmw ,n' rza eum,re 'a sur tvrm 1 t�te�arn� 'n'w.xnm.. �ma� , asm»mt aeuama qq •wr. uo�twwi to m� f Rama QN I { �m•� t aR 4 ncvn: (DOA a' OR W , su a[rn z mx t oa 4l" s 5°`ra nuas' ' sa ana x rme sac arowmraz sx mm�"�'ias �-O''©•0=O•L4•®• o•o•ea-o.©.�. ��t�-4�a•�•p• o•a.�.o•©• - Q•�.®•�,�. o•8-0'0-8'9 o•�•p•c�-p•® LTAI E}•43 END CONNECTION DETAIL0 P CONNECTION DETAIL END CONNECTION DETAIL l� END CONNECTION DETAIL 8Q ' /-tpamc >aam P d tnw aY-C YN'wl -1/ab tNtaa u¢wta t/aro bYCaa.n 0i/0 /`- RYA.'w mnY taa Srvm W.0 a/+tn•wa x/,N'r+a Sia de.u. tIDSmL Hti4-� O.L ��_- _ ' e'r•ae maga 1� •SEE LIN,jf o"eF u-raft BABE 1N aN SHEET 19 to _ ID 8 OFR 4 1 - a VIEW 6 w 9(�oa 1�aa •C-0-C•h7-�A•CS v.. •vu r. ta•wa zvw F�•6•�a�••O-(}I3.4- �^*�`°�ca t� �•(3-®•bi®•63- 'snow zaau mw. Q•S�•7yi•t8•Tur.Q4• .PLAN AI END CONNECTION DETAIL® END CONNECTION DETAIL 12 FLORIDA BUILD]NO CODE(Non High Velocity Hurricane Zane yafl 41. rl;_ amtY mitm.we ®zon rwsmw ueru suprEr•u+c. TiBERTHA HVm tC -" A■S■S A Accordion Shutter System a OINc. ■ ■ H.V.NAGE#1 W/OR W/0FLV.PoNX7N RACE TILt1T TESTING&ENGtNEERINC COMPANY American ShuNer S}5}encs 96atPnPN yR pe, gyp? '"'^ �� :: ws N.a.anm,sa.as aoa,awaza r nws rw az{n Assoelatlon. Inc. t an 16-oes //{ nae oz/z7/17 vnm•:(sas79a+-tsss.raa:taasle»-tsar 4269 West—ds 04ve z • '•��,•', •-a ��"*°ta�� + West Polm Beach,FL 33407 a ORAWtNC No S/ONAL EN�'�.•' x�,`: '°..P.c 17-107 P.E.SEAL/SIGNATURE/DATE �o �`' "'� SHEI8T OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR —1 HV k-8—HV+ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEIDE 51)ONLY WALL FUNsH SHALL BE LIMITED TO 105.0 psf, A.S.D. DESIGN PRESSURE RATING. SES 19 FOR MAX 1/41TAPCON OR SPAN & DESIGN. LOAD FOR INSTALLATION WITH BLADE M& WORKING IN UNISON TAP .WFIN ADAM= 4-.87(101.)EADSTUAC r--Ell 2* w EADFORM TECHNDLEGY WOOD DEKA REQUIRED. EDGE(IF APPLICABLE STRUCTURAL ADEQUACY OF Tl�Ula��PENETRATION "IeO 20T%/4S S.S. Of D=NG WOOD 8E44 WZ"E SCRASN"A' REEZTEA'MUZE AREA To OR OR OUSTING WOO (SEE SCHEDULE ON SHEEP W/1/4"-20 NUTS AR HITECT PRIOR TO Co— TRUSSES OR 0 12'O.C. SHUTTER 1/2 RAF"0 24- T/2* O.C.REQUIRED t ORT IXOTAPCON OR N ffH ADVANCED < E)USV 0 SOFFIT 257- THRMFORM TECHNOLOGY� 3/4'M-T— SJ4 WN 1/2'Nin.PENEMUON -.4-0/8- W.ALUM.RISE OF 'RfAUeD ARXIk to (BO63-76 ALLOY)w/ or @ V)H111.LAG SCREW$ITT N.S. .RYIONAL RISTING WOOD O.C. (SEE SCHEDULE=NVEE`ET 15) U RAFTER OR TRUW. or or @ LOCATE LAG SMEITS AT WIDTH or DD15ONG WOOD No FAIN 2'.4- MEMBER.(Z'� MOM CUSS HE0=R REWD SEPARATION To C� • n WE.fl�AT EACH I.. WU]TN3 W/2* 7 LAC SCHEDULE ON SHEET 11) 5/SrUD To ACCEPT ON OF THREADED GLASS-1 AT CENTER OFSCREW PEN ARE..V.AUD NAM DISTAL ATION!;WITH 72pd R n MAIL&S.D.DESAGH LOAD Ala zENSiNO �. PAN.THIS TO= J. -T INST&ATION IS MY VAUD _I'o1�o4Ero HV WALL HEADER INSTALIATION To--= I.D— —"`a --a)" OF.. AS O0UaLS FOR WOOD W/MW-SPECM _10 OR W G"'r'0 aAGtsma Or IsINT IA IEA FIR OR OR OR SOUTHERN ME Na L OR EQUAL. (I)HY CEILING INSTALLATION TION, 1 OR@" ; SEP M..SEPARATION TO MASS ExaUNG,GUH SCHEDULE ON SHEET I ly— j(.E ON SHEEP 11) OR ON T OCR E 0- 7 a 2-.�6;- N.Md 1� I N U/- WASHER HUD TOT G v DECK REQkZRED E�fl - DAQ. 2'.W NAN,WOOD SCREWS 0 W (NO FROGN DECK REQUIRED(No ALLOWED FINISH LOWED) GE 19 2' EDGE OF DEC, JE� EDGE OF DECK W AMCAOLE OEM IF IF APPLICABLE APPLICABLE ON TRUSS ENG 1/4-4 TAPCON ON PKLLU'S TRUSS HEN 2 x4 Co AUNAN E. &S TAPCO.WITH ADNANCED HUGE SC 1/4'0 TAPODN OR T�APCION WTTH ADVANCED SILL P . THRE�ADFORM TECHTiOLO' W/ 0 THREADFORM TECHNOLOGY'/1 1/2' U.� 2'MIW. %, N 1,1/4-2 NUTS 1/4-0 TOCON OR T-CON VOTH ADVANCED THREADFORIA 2-U— VAREA TO MSTING Wow HEADER.(SEE OF' THREADED AREA 70 a TECHNOLOGY W/1 1/2'—.PENENUIPON OF THREADED PENETIVITION,OF TURO� EAASUI V4300 HEAUEFL AM TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) Sciam ON Sim 15) (SEE MODULE ON SHEET Is> ;'.'v;mz'USC ro� 1 0 BY WALK—OVER INSTALLATION HV WALL SILL INSTALLATION IT HV FLOOR INSTALLATION FLORIDA BUILDING CODE Non High Velocity Hurricane Zone: MIT MTECAI,txC. OW17 EASTERN METAL SUM:y,INC. BERTHA HVTu /7iL7�T � A.S.S.A. Accordion Shutter System ECO.... I, American Shutter Systems Kv.aAOE#1 W/OR W10 KV.WNOO#BLADE DRAWN ft TILUT TESTING&ENGINEERING COMPANY LG Association, Inc. I x OLD's - 07/27/17 -on 7/17 MYE, 07 (305)871-15o.F- 4268 W..tro,d,Drive DRAWING No West PQIFY�Beo.h, FL 3340/ 3 17-107 to- .71.win WALTER A TA.UY 11 1JE' 4 FuUrOA—I i. 3 SHEET P.E.S L SIG E DATE 17 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & HV♦ BLADES AS APPLICABLE) SHUTTER A L+ OR L— FOR INSTALLADONS INTO_WOODE ONLY SHALL �.11L MSH BE LIMITED TO105,0S ES SU BLADES E 9 0 SPAN 1/4'0 TAPCON OR A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH , & H ,WORKING IN UNISON TAPCON VATH ADVANCED THREADFORM TECHNOLOGY t/4'P TAPCON OR ' Mi)t tj7 Lon.PENCERATITFN i I } Vl/1 1 Wirt ADVANCED ON OF OEA TECHNOLOGY - I Of 1NAEAOE6 MEA TO 1 I YI/1 1/2.1Gn.PFNEIiNRON OF INflFA0E0 NtFA TO EXISTING Ey STp�o, EIGSINO WOOD READER ` 1' WOOD HEADER.(SEE SCHEDULE OR SHEET IS) I 10 L3M5(bTE 1 OR (SEE SCREDt4E ON SLIM 16) (. 1/4`1-20:3/4'S.S.MACHINE SORDUE ON 51BET j I j�'' �: , ('�yq� SCREWS W/I/4'-20 NUIB �-11 FOR RAlEMAM " i I h GLASS--4 wALL �! L`'` � `. '.'1•C+y �)I�OPRONN. � I 1.._J ;:�-c I EIOSitNG MRL FlNMu}i \ti BR® t E%I'aI1NG a'HEAVEN R WEEDS 1 OR®+ 1 MIN. �•%� •. 4 ImoD A RFAt1ER REQUIRED E'! i 1 ;t 1 I a." IT f TAPCON OR TAPCOtT PRD{ADVANCED E%wmt; E Ift SIpA 04 { { I I ?,',I' 1 j:5 THRFAom-TECHNOLOGY Y//1 1/x` '1 I, BGn PO4EWTION OF THREADED AREA 70 G1A55-'-t to 0/55 1 I ', t {, ( ExISiNO WOOD HEADER. 8'-i EBIKE mAT9 I E%rsRNc {s WN. NSCrMAE ONTWETT 11) ? ��i y I: (sEE uT¢DutE ON 91Ef.T Is) OV S W IB FOR 12'v4•CONT.Slu 1 BLADES O& 'a PLATE REO'0. @HV WALL HEADER INSTALLATION @0 HV WALL SILL INSTAII TI OM HY WALL HEADER INSTALLATION I I 1 D151NG I NIH,sEPARAnoN TO GLASS ' MN.SEPARATI"...'o N To.4,455_ ) -r---- Imo_ ) (SEE SCf1E0UlE ON 91EET/f) CL/SS-.I EXIStR,G q 'SEE SCHEODtF ON SHEET fl) a%G 9 271C GO,AmTE�T MN.CHEDULSWARAE O TO GLASS -ll 4TASY WWO PUTE((SEE SCf1EDTILE ON SHEEP II) , t I 3 iMCHV.E SCRLY/5 33 r ! �,� � I � !/1•P-2Oxlj4`S.S RFO'0. _"-1/4'$-26+3/4'S.S. (({'{' I I I. I USING I/4'-20 NVTS YACMINE SCREYS W/ I .I, ' ;''��.•;`An WALLIoC-2o NUTS O IZ" I O 12.O.C, !I OR 2.4•Cpm. I. REW PLATE EO'0. 1/4•0 TAPCON OR TAPCON WITH ADVANCED ��� I t z 4'COtff.1 ,! TTBREADFORH TECHNOLOGY tY//,/z• SRL PLATE 7011 PENERUTION OF 1HREADET]ARG TO t/4'r TAPCON OR TAPCON WITH ADVANCED �� { �,' I \ CasleD W000 REAOEa ! .11{, T� iNHEADFORM TECHNOLOGY W/1/2' �. - ' ,/4•q TAPCON ', (SEE SCNEWRE ON 511EE'f IS) 11 �.{.! I Mi PENETRATION OF THREADED AREA WO PLYYPJOD ,1 \ TAPCON WIDi ADVANCED 1-SEE SNEEE{FOR TYPICAL ;i, I(I 1- :11'. (SEE SCHEDISE ON SHEET 15) E14SEINC ESI.YA4• t I DN.CDJt] TRRFAD_FORM TECHNOLOG'! S4NLiER ASSUASLT. T YUtt FN�I ') FLA REO'0. W/1/2 UW PENETRATION of 2-MOUNTING SECTIONS CAN BE ' REV-D, 7LO5 0 Ifi•O.C. WEADEU ARE NEO'ToaOD COMBINED N ANY WAY TO 1/Z•UN.COX PLYl50t1D REWIL REV'D,PLYYfoOD TO BE vlal. (SEE s HEOQu SHEET Ts) sTxr Avr INSTALL-3M, ®HV WALL SILL INSTALLATION SINGSAN.Y.4'SILOS a t0'O.C.MAX.Ka'a. 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SCHEDULE N1 SCHEDULE A2 SCHEDULE H3 - MAXIMUM SHUTTER SPAN'"L+'OR'L-' MAXIMUM SHUTTER SPAN*"L+' MAXIMUM SHUTTER SPAN*°L+' (ft.).FOR INSTALLATIONS®/o OR"L (ft)FOR INSTALLATION IEGENn 'NOTES: CENTERMATES. & r INSTALLATIONS WR'L EMI INSTALLATIONS W/ONE H.V. LOCK ®or®or�or / & W I CONCRETEASWOOD (1)L+:MA%MUM ALLOWABLE SPAN FOR A GNEN HD LOCK®W/NO LOCKING RODS or ONE IN LOCK or®or® & W/ONE HV LOCKS - POSITIVE&S.D.DESIGN PRESSURE RATING. OR W/NO LOCKING I.,MAIL ALLOWABLE SPAN FOR A GIVEN NEGATIVE CEMERMAT®28®29 W/ONE Y!/NO LOCKING RODS® ODS WALL A,S.C.D,E. M,N.0.P.0. AS.D.DESIGN PRESSURE RATING. Ffl'T'LOCK 30 W/1W0 LO�I NG (SEE NOTES t.tt) MOUNTING F,K&L R,5,&V. RODS 35 TOP&BOTTOM EE WAND FOR MOUNTING Qi NNL+�T����CC ii SHEET 7) FLOOR CEILING (2)PROCEDURE TO DETERMINE ORFLMAXIMUM SPAN FOR AX1NL'Rwl IMO INSTALLATIONS 0 CONCRETC g MOOD MOUNTING C,H.I,11,J T.U.W&% WALL MOUNTINGS(TOP/BOTTOM)OR iL00R/C9UNC: uA0 WLuvu Aypulpl CONCRETE &M w w A crow IN D INSTALLATIONS GIVEN A POSITIVE 0.5.0.DESIGN PRESSURE RATING, w YMLL MOUNTING nDp MOUNTING G wll ugwONc wP �Dp/DE9IAS u01+rvHNc DETERMINE MAXMUM SPAN 1+•FROM SCHEDULE (w+.) MOUMINC (p..+.1 nAOR/CENxc uDUNRNG G°wI OR GNEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, (,w-) MouMWG DETERMINE MAXIMUM SPAN'LFROM SCHEDULE r12'- L-W l1M l-0) l 1(N l-(N 0 MAXIMUM sNuTTER SPAN 1+-OR-L-FOO JO OR LES 16'-0' I6'-0' 16'-0' JO 16'-0' I6'-0• ]0 16'-0• I6'-0• INSTALLATIONSINTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10• 14'-10' 1fi'-0' 35 14'-10' 14'-ID' 35 15'-2' I6'-10' 105 p°T.0.5.p.DESIGN PRESSURE RATING. MINIMUM OEIEFMINED SPAN BEIYlEEN Z+'ANp'L-', 40 13'-10• 13'-ID' 15'-2' 40 IJ'-10" 13'-10' 40 14'-2' IS-2• (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 1J'-1' I] 45 IJ'-f' 1J'-1' 45 13'-4' 14'-P t HV CORNER CENTERMATE 0]MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5• 12'-5' 13'-7' 50 12'-5' 12'-5• so 12'-3' 1J'-1• MOUNTING INSTALLATIONS.LOC.NG SPECIFICATIONS W/FLOOR/CETUNG MOUNTINGS: 55 11'-10' 11'-10' 12'-11' 55 11'-10' 11'-10• 55 11'-1' 11'-11' SHALL BE AS INDICATED ON MANDATORY CONDITION®2FOR A CNEN PoSIME 0.5.0.DESIGN PRESSURE 60 II'-4' 11'-1' 12'4' 60 11'-4' 11'-4' 60 10'-2' 10'-II' NOTE/5,SHEEr 5. RATING: 65 lo'-10• t0'-t0• 11'-11' 65 10'-10' 10'-l0' 65 9'-5' 10'-1' DETERMINE: 70 10'-6- 10'-6• 10'-9' 11'-5• 70 10'-6' lo'-6' 70 8'-9' 9-4' L1+-MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 10'-1' 10'-1' IO'-4' 11'-1• 75 10'-I' 10'-I" B ]5 - '-9• LR.-MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 80 9'-10" 9'-10' 10'-0' 10'-9' BO 9'-10' 9'-10' tt EXCEPT THAT ILWMUM SHUTTER INSTALLATIONS. SPAN l+'OR Y-'AND A kXWA AS.D.DESNG 85 9'-6• 9'-6- 9'-9' ID'-5' 85 9'-6• 9'-6' PRESSURE PAYING FOR INSTALLATIONS INTO CONCRETE FOR A GIVEN NEGATNE&S.D.DESIGN PRESSURE 90 9'-3• 9'-3' 9'-5• ID'-1• 90 9'-3' 9'-]' OR CONCRETE BLOCK SHALL BE UNITED AS FOLLOWS RATING: 95 9'-0• B'-9' 9'-2' 9'-ID' I-CONNECTIONS TO KEYSTONE MOUNTING DETERMINE: 95 9'-0• e'-9' LI-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS- I00 8'-9• B'-4' 9'-0' 9'-7- LIMITED TO+84,-72 p.s.f.AND 8'-0-SPAN,SEE Pµ 100 8•-9• B'-4' MOUNTING MOON SHEET 7. INSTALLATIONS. FOR FLOOR/CENNC MOUNTING 105 B'-]- T-11' B'-9' 9'-1' 105 8'-7' I'-11' 110 W 4' 7'-J' fl'-7' 9'-2• 110 B'-4• 7'-7• ANAL MAXIMUM ALLOWABLE SPAN IS EOUAL TO THE 115 e'-2' 7'-3• B'-4- e'-IV 115 8'-2' 7'-3• MINIMUM BETWEEN'L,+.'L2+'.'L1=AND'Lz-' 120 8'-0' 6'-11' 8'-2" 8'-9' 120 B•-a• 1 6'-11• SEPARATION TO GLASS SCHEDULE 125 7'-10' 6'-B' 8'-0' B'-5" 125 ]'-10' W'8' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM ALLOVlABLE SPAN AND NEGATIVE AS.D.DESIGN 130 7'-80 6'-5' 74-1o• e'-1" 130 Y-B' 6'-5• MINIMUM PRESSURE RATING TO DETERMINE LIAXIMUM ANCHOR 1}5 ]'-Y 6'-2• ]'-9' ]'-9' IJS 7'-Y s•-z• WIND ZONE PRESSURE 140 7'-5• V-I1' 7'-7' A-6. 140 7'-5' 5'-11' ASTM E-1996 SEPARATION 145 T-3• 5--9' 7'-5' 145 T-3' 5--9• TO GLASS TSD V-2• 5'-7' 7'-4• ISO V-2• 5--7- 155 7'-0• 5'-5' 7'-2' 155 7'-D' s•-s• 1 THRU 3160 6'-11• V-2 7-1• 160 6'-11' S'-2'165 6'-10• 5'-1' 7'-0' 165 V' 10• 5'-1' 170 6'-9' 4'-I1' 6'-I1' 170 6'-9' 4'-11' 6'-7' 4-9' 6'-9' 175 6'-7' 180 6•-6' 4'-B' 6'-8' S'-10' 1 180 6'-6' 4'-8• 185 6'--51•'' I'--]fi'"' 66'--5Y I 4'-65'' O H V BLADE 190V-4' 64' 4'-- 195 6- -]' ' 4-2• 6'-4' 200 ' 4'2D0 6 -2' 295 6'95 6-3' 205 • +Y FLORIDA BUILDING CODE(NOn High Velocity Hurricane Zone' Ali',P� ...••••••, T✓ 02017 IRYFLO,we. ®2017 EASTERN METAL SUPPLY,INC. s 7: �cevsF•.,�; BERTHA HVTM IL ECO,ra. A S S A Accordion Shutter System r ■ ■ ■ H.V.MADE®1 W/OR W/0 HV.W DOW MADE T'a'•, ap,'� � TILLR TESTING&ENGINEERING COMPANY American ShutiBr SystBm9 w.H Iusunm9n Dwrt Dum+ATr uUOv. c. N' !__ ;'4y�44` M,ss IA.+. Aw fiI.6M.>o,,rGa�w GNaows noPeA 731M Assoclatlonl Inc. 1 DLD is-Des 7/2]/I oArz: o7/z7/n (393)8)1-19]0.Fv:(�3051B)1-IS)t 4268 Westrocds Drive P '•:C�,fAs" ,�\IIA °-'"�_A�°°67 ee s West Palm Reach, FL 33407 DRAWING No /�NALE�, wLrR w oe 17-107 FLORIDAliu/14167 P.E. SEAL%S1G1�A�TURE/DATE 3 SHEET OF 20 it •-POURED CONCRETEPOURED CONCRETE UPEO CONCRETE POURED CONCRETE OR OR CONCRETE l-01 CONCRETE OR CONCRETE 'L CONCRETE BLOCK WALL OCK WALL REGLAREO 'LOCH RALL RE'UN"O / BLOCK WALL RECLINED i REQUIRED / �EmSTING GUSR / EK151w0 GLASS CONCRETE ANCHOR E105RNC 6Z.A55 -T" -(] I- ' 2-NIR. E.%IBnNC CLASS -2•KIN. r- ISO CtA (9L 1• 1• -S �E SEPARAnOt MX ff i ` EO Eq m GLASS E ( 1 i FFA aA�IE mum\I f To GLASS(scE 1�. To GLASS TSE • 506131E ON 'OR 1/I6•A3'MAt4 ON SHEET TI MR SCHEDULE�� ( s EON SHEET �@{nE mua 11 FOR BLADE mum (6063-T6)COtif. / bV 51EEf i9 FOR i/2' OT SIM 19 FOR LOGTE AT� .QN SHEET 19 i0R ALUM.CLOSER 1 , ! ` 'IAOSmA® r.•_� ION (D&�) V ` DAM(D@ Qa RATE.(LOGTE /2. ! I f�R 510E AT EMER 510E WN ! S) 1/2'KIN. —' ©} I +USE I.OR PLm1/2'S.Y.S. I ! I .--- (AS APPLICAELC)A2'at/B'AG'-2' I +ton j2•S.MS _-- 1 i6.O.C. _—_ ALUMNUU CUP ANGLE ®16'O.C. ZOR ---� 1 ...�?w^ 4 (6063-T6 ALLOY)AT AOPHEIGHT (t)110,1/2-SAT .To@� L 4 (2)1/1-.TAPCONS AHCI(ORS To ' i WALL AT 1.O.C.(LOGTE AT SEE D.K TO7ORS& EDHM 510E OE@} OOR t (7�) 51DE CONNEGAON 1 SSIDE CONNEC00N "'OR®� TO TRACKSIp.�^©• �OBp1 ' SEESIDETA..x FO 4 6 J^'8 t •,ty. 70 TCON RACKS v .6.7.B •�� LG• .0'44 '/ TO SRACKs �.��.�•�np. 0 �•®��•€s�o-0•Q�� ®•@�p•�CB7•®a @.�•®•d�-®.®�Q�•® 4�:Q���•a�u0 did O•®add•®>®•d��p•® O•Q���•5���•4�1.®•49DEO®a®•®-®•d3�p•�A END CONNECTION DETAIL(�1 END CONNECTION DETAIL END CONNECTION TAIL(1 END CONNECTION DETAIL d M REWRO ONLY EMR SPANS GREATER THAN 17-G' POURED CONCRETE OR ----- ^E%1SRiNG GLASS COwCREIE BLOCK WALL GIE)AONG 4 4 . L . SiARATIONt PINI/2'S.LLS ------------ -- "----'---- • ro GLASS(SEE O 16'O:C. 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Accordion Shutter System "•c :* American ShYttar Systems HK RADE 8)W/OR W/0 kV.OWN RADE i , 9¢cxsmaA GAn G6AAx ER a 71LlTT TESTING&ENCINEER7NG COMPANY Off,' A� •4iQ��Z vAs we.Thu.st,sN.39x xAmnA cAaaDs.nam.MIS AssoClatlon, Inc. I otn 15-oe5 /zT/L GAT' m/27/n n°'nP t P—:t�CSjVt-Tsm.I-;t3.wl-tut 4268 Westroods Drive DRAANG No a-m 0-67,.ra �w.wm West Pot. Bench,FL 33407 3 17-107 7_'D7 WALTER A RNT 3t.P.E. A SH P.E.SEAT./SIGNATURE/DATE noxG ue.P.'s,a7 a 10 OF 20 ' ALTERNATE INSTALLATIONW/HV "T" LOCK 0V MALEZFEMALE "T" LQQKS CE NTERMA ES 8 4CES 1 HV 13LADE * SPF ENO CONNECTION DETAIL ON SHEETS 10 IT 18 INSTALLATION n HV BLADE OUT IN �� ` euc¢p vcs ane N,nma¢o aN s¢s e. W/ HD CENTERMATES As w£u a wmmsu Fuums—Egrsmra ®w®w(a•7Ow 9� 10•�ljw �norv£o oN Tres—,w e[usE...—N,"NNn eEE ENO A 1 fl�'6 ©�w "" "°"°�• Nw Nw IN Nrs Inns OH SHEEEE S 119 a1ONa I ©•O.4�-©.O.6�- {94W-R Maur}px1K" I O'®-�•®wi�•® • t t_ _... I loPrzwW A; (op—)___ < IN 3 _ {i),tY. pi)N.Y. 5 k 3 30 LOCK T(INSIDE) 1 -stFlP.) ��,. Ns fm.) m�ii 6)-V4- 5 4 5 1 28 2 1 1 en• OUTO5 3 31 oz 33 31 a� 31 az 3f m 2 1/4"m-20 x 1 1/2" S.S.M.S. 4 35k (QFTaMw *SEE xefE 8 f9x NV tQCR�. W/7/8"'. 3/32"WINGNUT. toPmxu)�fp„�_HVB OUT ,I�[}C'=,�� T ioa.w s+E1.T s. SYMMETRICAL HD CENTERMATES �HV"T" LOCK(OUTSIDE) 4YMMETRICe1 Hn CFNTFRMATF$ u`J�* 'j{/3(A4*IOCI�(XTE ERtOR} YL/ LOCK(INTERIOR} txo"-n wan uaa FIA 1 uu, yy/�V/,,��J5����' Q�w{(s�.(�(��w,,,,a 1��pp•Q�- . ISSµUFMIrNFD�eY AYM1 aQIWY V-®'w.,/•YJ'"©•V- laleeN.PNQmPCM.IID,JOKY as•�•�'w a�•7�•�w . --..— —.—.3.y--.1- —.—_—.—.._=--- —. Q kr xww rvn a Ionaa cros�a w�pwmrs w sm s w;awrruum.rvivnmrs wm svaKO HDO—HVO+k FLOATING STACK 1'"}'Et1 A�Ty FLORIDA BUILDING CODE(Non High Velocity Nurricone Zone, ;'L}CENs;:d�e eml:mrzw.ox:, mzoBERTHA HSTERN METAL VOmdc. G 4 7 3ri� A S S A Accordion Shutter System O 1 N C. H.V.BADE#1 W/OR W/O H.V.WNDOW H.ADE Tit.tlT TESTING h ENGINEERING COMPANY American Shutter Systems o£wwFvax VAT£ auwx er: �o. .7;`q• Association, Ina I ow 15-oae 7/27/1 a,£: 00/2]/17 0 {\ £t,,11 eve xrc.Jew se,sm vs,xzcwx wmela.rwrtoi v1e 4268 Westronds Drive z Pian":{w5)on-1s' .F.:pw)en-1511 ORAWING No s�ONAI ENE"1 d1{ W-fo 71.am west Palm 8eoch, FL 33407 1 17-107 I��" YtILIEN A TILLIi Jr.P.E, i nawDx£x.l bisei s SHEET P.E.SEAL/SIGNATURE/DATE e 9 OF 20 SEE END WALL CONNE QN SHEETS 10 & Is SEE N."-N Lociexc Hooso Nv Lms 0-0 OUTtN r---, - wo'e'"s""S. /I-DUSTING GLASS INSTALLATIONS W/ HV �LTEMM w MADE SLACK DEV&HvF IS VAUD MR ALL BLADE W/ HV CENTS RMIN ES coneRwEs—utxren iuAGEG) — �p , 20 OR SEE END WALL CONNECTION 6-6-0- GLASS/ DETAttS ON SHEETS f0 1 oo @ L ---------------- 0-9-@1 0-0. 6 1/2' 7. OPPOSING SYMMET CAL @-@ TES To O.Nsm CE TE CEKPMA KH.SEPARATION . jMLV s.s.S 12* W/ TO GLASS FULL I&GHt. (SEE SCHEDULE Ar EACH ANGLE(Mi I 4n, zo t. a 5 T \0 03 L J FOUT 1r. HVB HVQ HVA -(D-0-@)-@-@- /—EXSMG GLASS -pouRED CONCRETE ON 3-101.@1 REON 7; @-0.@M@. SYMMETRICAL F—IN ] —.s Tlo. TO CLASS ,[:--,mG -'j GLASS (SEE SMED W1 HY LOCK oPTwxu ®' ON SHEET 11) I.M.s ToN (SEE SCHEDULE OPWNXI- SHEET I To @ ONIN (INTERIOR) F ] ------/------ -------- OUT aANCHDRs 167 o.c. AVARIESS I l IOUT] a 1/2-NAIL,$LAcx 07 UT (EXTERIOR) HVE HVF** HVQ FLORIDA BUILDING CODE(Ron High Velocity Hurricane Zone, .2W WEED. C. 02017 EAMERN NETAI.SUPPLY.NC. ........... Ati Q' BERTHA FfVTm ASSAccordion Shutter System TiLic o=-. Nv RADE#1 W/ON W/O KV.WNDDN 13LADE . . .A. American Shutter Systems our I r—R,�- L. TILLIT TESTING&ENGINEERING COMPANY Association, Inc. I OLD 15-085 2717 IUM- 07 17 4268 Westroods Drive ... ............. (305L.1-53, west Pofr� Ele.eh.FL 33407 —3 DRAWING No , 4 17-107 —a,CR-v� w-GeGS?. 4 —TER A.MUT Jr.P.E. SHEET nor4k u,0• .'a 5 P.E. RE/DATE 1 8 OF 20 POURED CONCRETE ANCHORS , MN TBuryp4 CONCRETE (5EE SCNEOULE ON SHEET 13) N OJs y4i 1 OR l'7 EYISiDTO ' I �Du7S 7 • REOUGi'ED EDDE OF , 14¢T iO r0�{'n , GLASS•-� yew I `(54 nam�tt an y D{ MPxTAPE EKTsnNG y 09'N}ESmtl 1iN ` rmsi+7 G A55 AL ANCHOR I_I EY04cnNG� I LASS (�') UICAIR). ' 010.3/4'HER WASHER HFAD 11 M 13 a+16 J/9 Nw. TEK SCREWS 0 IY O.C. $ _ _ EDGE OF a/a uN. CONCRETE ANCHORS tF 7 (SEE SCHEDULE ON SHEET 13) i" YrWHM a I I MPUCABLE EJJ57UJG ' ' EDGE OF ' , EDGE OF CU55—•+ uH QpAMIfJI MPI��ABLE .0. O/2 WIT T '1'. StA9 PLMABIE Pls� - APRKABEE POUREDp. CONCRETE UREDJ FLAT HEM CONCRETE ANCHORS EEwSa POURED CONCRETE REOUIRED (SEE SCHEDULE ON SHEEP 14) '•'�Ipf01 NJ0E mN ♦ ---� -- REQUIRED S•6T Is ttN I OR ® CONCRETE CONCRETE ANCHORS BJasmsQ RECTUIRED p. E.0.� (SEE SCHEDULE ON SHEET 14) i1 TRENCH INSTALLATION VALID ONLY FOR UP TO t7o,FOR PSN AS.D, Q' HV FLOOR INSTALCATtON t (D HV WALK—OVER INSTALLAT20N DESIGN PRESSURE RATING TNG� SPANS PER ©HV CEILING INSTALLATION SCHEDULE 13.SHEET 11 (`� CONCRETE ANCHORS crvANw Q _-I_ •, S(SEE ON 15) b I E,QSTING.•y 7 COSTING^1 GLASS—T�_-- RLMIOT04Y m i/ib Wj ( Vj/4• I GLASSGIDS"IIs¢sw[ en s�tt) I I � E.2iEA46 TNRfR.NAlbs W/ MAX. D 'ilmrsp:mil[ ,a III 00 Tat•ea TO 67 AW ry I t 1/4• 1 QG TTA SPJNS DARER TFA-7 • 6•-a'tV 10 S-C 4K MP1.Y MAK YNJM N LYDT'FA5'RNEH Mt/O MAX. 8� 3rk�� 1w1AS�H3EN4 H� D.4 _ cart.SIAANT Et rl rw UMrntrtW 1 a rMAz. �*•• � 'TEK SCRERS 014x3/4• xE% �� / 0 iz•O.C. 3/8' TEK SCREWS O 9. 3 -- "/ 14.]4 S.0.5.ttt: 1/4- I ,�.�,i:% 1/."o-xa.3/{•55 us OR /4.0-70 55.7 CONCRETE ANCHORS b ✓ ..._ 6 A 7 �J/ 0 9.0.•C. _ I P.a T '.;,. r p ai•I0.0Y-70 NUR W/NUT 0 9.O.C. ' (SEE SCHEDULE ON .. •1 ! 1/2 ( SHEET t{) . •.� - ISYV.'C tt0N SgNC1UR/L I� 17 oR 18 1/p• 't• 17 18 wNl,lwu(aFtORATNL EQGE OF ,. T.• E.D. SALT SUR IF 11413/4•F.H.SOS. 7/8 I]/O• I(. rAPPI.ICABLE� CONCRETE ANCHORS SEE NOTE IJ(D) �`: 0 9•D.C. •,, a R[ami[O naRTE POURED CONCRETE (SEE SCHEDULE ON ON SHEET I SEE NOTE tJ(a) I• . OR CONCRETE STACK SHEET T{) POURED COKE ETI: ON SHEET i ' �- REQUIRED OR CONCRETE BLOCK OPTIONAL POURCD REQUIRED O KEYSTONE MOUNTING INSTALLATION QONRTE K(� 'HV WALL FL00R INSTALLATION Q HV WALL WALK-OVER INSTALLATION AZQ.oEaw PREssuRD.u.-]7 wr REQNREO SNurt[N SFIN A'-O' . �J HV RAINGUARD INSTALLATION t HOPE FOq f.OMBINAnON ON SFT:froNS: t RE�MOYABLEJIMEN PERFORMED •E.D.a EDGE OSTANCE ADJACENT TO AN OPERABLE EW ♦SEE Us A1TON5 M USE TURN i-SEC SHEEP<FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 13) OR ENTRANCE BLADE ON SHEEP 19 INSTALLATION DETAILS W f H V BLADE ASSEMBLY R-MQUNTWG SECTIONS CAN BE COM9wEp Dr ANY WAY To sort un 9T5[AIUnDH. 1i A.1' , FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 4LT }V FaY•.... N 07017 TRTEC0.DKL 02017 EASTERN tAETAI SUPPLY,TNG, SF` ?' BERTHA HVTm O -- A.S.S.A.*` 173 C O�N�. Accordion Shutter System a` Hv.aanE g#w/OR w/o Div.ul(mvv BLADE American Shutter Systems c,x a scmmm DAn oRAwx Br Ec. 1' L NIT TESTING$ENGINEERING COMPANY ASSOCtC}tOnl In C. I OLD 15-o85 7/17/1 wTD x7/27/1] a AC`J "ItYIA .Y.aAth 5L.SM.NAT.YWCJHA GNMENS.nags.JJIe Paw,.:(305)871-Ism.ic.:(JOS)an-Iss1 West 4268 roods Drives DRAVhNC No .„YSY(� N6\1111` .-wAa:Dn..co a.Aan West Pohn Beach, FL 33407 a HALE Ee-Deeane 17-107 ' —YON A"AR L.P.E. 4 P.E.SEAL/SIGNATURE/DATE naFaa, -r 44Ts7 s SHEET s 7 OF 20 i� RED I—CONCRETE ANCHORS POOR RE CRETE ETE POURED ONBLOCX SET 11E0UlE ON ftEONRED CONCRETE ANCHORS if1 E9+IS+�I4 S.S. POURED CONCRETE _ NEWW U REQUIRED fOp (SEE SCHEDULE ON i (SEE S TE ANCHORS 1 1 18 CeSTPVE(Stt u2uMIW0®ON sKET Tl - SHEEP ts) HUES o 12'O.C. (SEE SCHEDULE ON SNEEf)S) 1/4'0-20,3/4'S.S. 1• EO E NACHINE SCREWS - 'a 1/4'-20 NUTS )n. --- 9 1/2• I T3 OR 5 ___ L ..._ Og 1�5 E.0.4 .250 Mos. �__ j: IE -,.-._ • .250'Nac E.D.! _-_•p ` Mux. L I! 1"OP ONA I 1 ` \\a OP110NAL i ' OJT 0g M01.SEPARATION TO GL"O' 1 tO1t�Rs4IIa19 mAw 1 OR®� ( 1 �S._.(—""{SEE$L>-EDui.E oN sNEEr il) E1G511RG ' g,�ml� MIN.SEPAWTKRI TO GUSS GIASS—i r'(SEE SCHEDULE ON SHEET I I)— @ HV WALL HEADER INSTALLATION C HV WALL HEADER INSTALLATION HU HV WALL HEADER INSTALLATION + KEYSTONE SWG F UN.SEPARANON TO GLASS MASSE%ISiING��(SEE SCHEDULE ON SHEET 11) 1 ~ 1 OR i� MN.SEPARATION TD GLASS 1 CLASS T `—(SEE SCHEDULE ON SHEET I1) EXI rH$4a m m+ WWF : I 0x60!8 gl � EX6DNG � - fDPRONAt e IrWNN t t. ,. �. tjs'Mo.. '"OM 13 as 15 [D. E.0.•: M'•+L. 0.4 M / TIP'__' 19 LEO E.4 t t � 13 I 12 OR® t/YO-los]/4' 5. ' TRUSS 3CO HFAO NGRESS ANatORS �tf4`0-20x3/1'S.S.PWLLIPS / 1 8 MACHINE SCAE145 UStNC t, SEE SCHEDULE ON LL�.TRUSS HELD NACMNE SCREWS URr— ' CONCRETE ANCHORS Mui. 1/4'-20 NUTS O 12'O.C. POUREp CONCRETE (SEE t]) vr/1/4'-20 IMS 0 t2'O.O POED CONCREEE — (SEE SCNEOULE ON SMV 13) OR CONCRETE OLD" �`_ OR CONCRETE BLOCK --"-' NCRETE,WCHORS REWIRED WALL REDUHUD C7 HV WAL SILL INSTALLATION (SEE SCHEDULE ON OHV WALL SILL INSTALLATION PWf¢D LOxCREfE SHEEP 14) OR CONCRETE BLOCK WALL REOUIRED a HV WALL SILL INSTALLATION N�,TF EDR CONBIN,TIOIi OF SECTIONS: INSTALLATION DETAILS W/ L-SEE SHEET 4 FOR TYWGL SHUTTER !E.O. EDGE OFSTANCE ♦SEE UNiTATK1N5 OF VSE tT7R H V BLADE A5SEM81-Y — � - 2-MOUNTING SECDONS CAW BE COMBINED (SEE SPECBi1=S ON SHEET 13) BLADE WI SHEET 19 ' O1 ANY WAY TO SUR AHY MSTAWIRON. 131ktlk t�A.Tj FLORIDA BUILDING CODE(Ron High Velocity Huaicone Zone A44 " GEN ✓= 02017 RLTfCO-MG ®2017 EASTERN METAL SUPPLY.INC. ' U SF''•�' ETN TM .4 �L I E-- A Accordion Shutter System t_ C O 1■c. SrSA KV.KAM @1 W/OR W/D KV.WINDON ME •v �--jai TIG3r TESTENB de ENGINEERING CDMPANY American Shutter Systems +N pnCRwnOR DATL 01w+N 0r. l.c. a AssOCTOtTOn, Inc. i OLD 15-085 /22/1 aX 07/27/17 W]4 NW.]4N.Rt,51«».NRva4 G1RDDt3.Ea0R04 J21e `.�f'•:�pRIOP a4+r,lt P—:(3o')n1-13]O.Ess:(303)871-1u1 4266 WestDrive a DRAW NG No o West P.I. 6e.chDDh,FL 33407 s 17-107 �NAt E WALTER A.TRUT1Jr+P.E. s SHEET GNATURE/DATE POR"�r.10RE,SEAL/SIs aF 20 ii II i Q�•�« flm c t# �m sK�m •NOTES ON HV LOCKS AND CENTERMATES: 1.^17m�' ORELEVATION. ORNDRIOONY 2NOF SHUTTER I&or RR SPANS UP SHALL BE E AT 1/2 OFF SH TTERINSTASPAN FORTANYSPAN ELEVATION.HV LOCK or+ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO QtJ OR CENTERMATES W/(2)1/4'0-20 x 1/2LONG FLAT HEAD SS.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. Qm®m i6m LOCKS G.W YIBEDUSED ASFOR AN INSIDE R OR OUTSIDEE OR CONNECTION OF LOCKSPURPOSES,70 CENEERMATES @ OR SW,LL SE AS NOIGTED ON NOTE(1)ABOVE. LOGON OF LOCKS SHPdI 0E AS INDICATED ON TYPICAL SHUTTER ELEVATION. 3. x� dT.LS E W/IWO HV LOTj1t8)•LOCKING RODS ARE NOT REQUIRED AT UR AN TERN POSITION IV BUT MAY 4 aR�IF°Jon'{O oq©x BE USED IF DESIRED TO ENHANCE 5HUTfER PERFO MANCE LOCKING RODS OR AN ALTERNATIVE DEVICE MAY AM BE USED AT STACKING POSITION(NON HURRICANE POSITION), 3 R,r`pl— II 4,I,{4,M]ATORr COND(DON/2:qNE HV LOCK R SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATQIO�NS AT ANZ ELEVATION.HV LO or W SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, G ATTACHED TO TTS CORNER CENTERMATE WI(2) 1/4 0-20 A 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&DO OM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER S1MEDULE$SHOWN ON SHEET 12. 5 •ONE ALTERNATE FiV IOCX MAY BE US 7N LIEU OF NY LOCK or FOR ANY 5PM7 AND 1 cam INST CATIONS AT ANY ELEVATION.AL ERNA7E LOCK MAY RE USED AS AN IDE OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x]/4'S.S.THUMBSCREW TET IID OR @ CENTERMATES SHALL BE MADE W/1/4'0-20x3/4'ALUM. RNNUT AS SHOWN ON SECTION NVE,SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO dexaBa. Y7 .�•R' LOCKS AT 1/3 OF SHUTTER SPAN, lit AA''��� 6.MANOATT)RY S.QN 71TON#3 FOR KEYSTONE t UNTING INSTALLATIONS- ONE FLY LOCK w 'or SHALL 8£ USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO RB".AND FOR INSTALLATIONS AT ANY ELEVAIIDN.HV LOCK w @B or @ MAY BE USED AS AN INSIDE OR 1 Vol OUTSIDE LOCK,ATTACHED 70 43 or @ SYMMETRICAL CEN7ERUATES W/(2)1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION,USE OF LOCKING RODS 0 W/0 CONNECTION OR TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON SHEETS 10& xD r 18 MM FULL NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1. CENTERMATE Q$�:ONE ALTERNATE HY'T'TOCK M4Y BE INSTALLED IN UEU OF}iY LOCKS Q�OR FOR ANY SPAN AND 6 B TD {^ I STALLATiON AT ANY ELEVAtKXi.ALT TE COCK�„{4AY 8E USED AS AN Ra"SIDE ORO 510£LOCN.ATTACHMENT ®wf mO•�uQox�• w OF LOCK INCLUDES USING REINFORCING LOCKER rr��,,7�� AS SHOWN ON SECTION H .SHEET B.WNI.MUST BE 10•15^"�•�w©.©w CONNECTED TO CENTERMATES 0 AND�W/Ij4'0-20 x T 1/2"LONO S.S.THREADED BOLT W/7/B'0 x 3/32• WINGNUT IXt Wj 1 job-20x7'S.S.M.S.INTO A 14;.t.5jB'RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12' ©•�] • w •�•�w MAXIMUM ABOVE ANO BELOW MIDSPAN.USE OF TWO LOCKING RODS�'"TOP AND BOTOM IS MANDATORY. @-(0. Q.Q)w �. wt9•fJ3wt®•�sw�•� NOTESON yp LOC SSE..CLJT ES• 1.k0 iDC W/XD C RMATES(s#ORS W! ONEALiFRNATE HD LO( MAYBE USED IN UEU OF TYPICAL(11)HV BLADE SHUTTER ELEVATION IW LOCKS: OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE .1 LOCK 141 My BE USED N.T.S. AS AN INSIDE OR OUTSID LOCK.ATTACHMENT OF HO LOCK fq TO @ IS W/3 is x 3/6'F.H.SS.M.S.AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HOB-HVe AND MOC-HVC.S1tM 10.LOCK MAY BE INSTALLED AT it NIOSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN.USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL. WYu7uuxA.�J� FLORIDA BUILD111 on High Velocity HorricOne one O20TJ mum,NO. 02.17 EASTERN METAL SUPPLY.NC. �'•`ucEnrs •.,�; BERT A VTM TLEA S S A Accordion Shutter System * ' �t r e. ■ ■ r ■ Hv.aADE dl w/OR w/o KV.vA mov MADE American Shutter Systems oEscxrenax DATE DrrAYM sr: L.a. TtlLIT TESTING&ENGINEERING COMPANY •,��•'•,•F DF W� ossa M,D.DEuv xt„sl,.JD&"x°"N flRDENS flQiW.ule Assoclationr Inc. I OLD 15-085 /27/1 HTE: 07/27/17 Pfm:{sw)s71-tsso.Fw:taDs)s7T-us1 4268 Westroods Drive R DRAWING No •�S/•.•.. G\ ILTt "EB tOD°6I19 West Polm Beoch, FL 33407 • '.RIVAL VALIEll A TIWf J+.RE 4 P.E.SEAL`JS1G1{fJi"�URE/DATE flOROA u�/.11. s SHEET s 5 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I l HV Q HVQ1A 3/fi' 12MN. CE 41 TO RARE 0625' Q HV BLADE T �� 6E iA .i575'r0625' HV BLADE 1A 1N WINI RIME .06262 5' I MADCS '0 OPENiN .0625 1615' Y 1 ® HV LONG RECESSED NYLON BUSHING I Y�Lc ^ �CKLEa ao6 ® HV SHORT RECESSED NYLON BUSHING 4@ HV NYLON HAT WASHER OOR® 4� NV WHEEL CARRIAGE AISI 702-303 SERIES I j » , ^,*44 I 4 ,f,y ///'2.J'7So' X 0.870'x3/16'THICK NYLON WHEEL. 3 1 1 2 7/e'MIN. WINOaW 315'0 CLEAR 0 0.188'0 AST 302 SERIES S.S.RIVETS fl i, n f�} .05'25' 3'7 ® HV 1 7/4'ACCORDION PIN W/#8 HEAD* EXTERIORLC �� tl; c o acs s 3/4' HV 2 3/4'ACCORDION PIN W/y8 HEM 4 �I4 •�o 476. 75W I 2 1/4 CLEAR eN TYPICAL HV WINDOW BLADE AN POLYCARBONATE IMPACT RESISTANT tTV WINDOW 1 ( Y s ® (DDR ' 4 or©3 ® I PDLYCARBDNATE HV WINDOW DETAIL N.T.S. ~ ((SEC NOTE FOR ff AF011iREMENTS) j (D OR(aS ! *POLYCARBONATE IMPACT RESISTANT WINDOW j I BAYER MA<ROLON 3103 POLYCARBOICE NATE RESINS,UV-STABIUZEO GRADE OR SABIC KY ti0 MI5U7 8071 INNOVATIVE PLASTIC LEXAN 103 RESIN (DOR I (SEE NOTE"F'ON SHEET 19). (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR ® 0I�n BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wf HV 1�, OR ® { POLYCARBONATE SOURCES FOR HV®BLADE. ICAL SHUTTER ASSEMBLY EXTERIOR TmG1.Plim(M6z sNnA6 .,:. FIV P!N @ OR�AT (2) HV PIN�y' MAY BE USED IN UEU OF®AND ONLY AT Exr IDR BUOE•S KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV 1U pa32r ($EE NaTF FOR 6oFmz«wn Asa mnx nas my' Ecu y' BLADE WHEN CORRESPONDING TO INSTALLATION"it".SHEET 7, .048- 0 "� REQUIREMENTS) IDWaa srlm&m Y.m yp76 nim pat RAao pat TYP. ! i Raf Wl 51xflARe u Y¢36 ASa O7M t;SW pat .tAs00 Rat (3)HV PIN®OR W/ 1/2"O.D. 1/16"THICK S.S.WASHER SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 'B> ISS 6re3Lr ' SHEET pcmrtu aao Am Enc 61r-ap v rsro� MEL CARRIAGE DETAIL ASTSEMBLY LAYOUT �s Asn cls6 r r 1a6xF srswm Art0<vunu» .5'a u6 p2�wt 017 HV BLADE SOLID A (A HV WINDOW BLADE DETAILS N.T.S. ,ijllfHa TI:� �yftOR1DA BUIL61N6 CODE(Non High Velocity Hurricane Zone 02017 RUVO"6K. 02017 EASTERN MAL SUPPLY.WC. BERTHA A.S.S.A. Accordion CR 10 KV.WN System H.v BADE gt w/CR w/D ILv.WtrmDr7 BLADE TILUT TESTING&ENGINEERING COMPANY American Shutter Systems 6IStw110N 6Arz aMWN er: t.c Association, Inc. R OlD 15-095 7/z7/t wrz aT/z7/n Nn.JnuA 5't.5'M.JW.aamw aRans.plaan.3]le 4268 Westroads Drive 2 _ PN>"•:(3as�eT1-1536.Epa:(6051671-1531 DRAWING No sSjONAl��4'j1II 071. West PoIm Reach,FL 33407 3 17-1 Q7 WALTER A'LLT Jr.M s SHEET FLOREIi tlu 44/67 P.E.SEALJSiGNATUREfDATE 6 4 DF 20 ' . 0 0 4.576745- • as' x a• 'it/u`' it�la.'xo as ust $.Sll4�-j �"PpNN �r�GMEP GSf ;0• I I (] � e,.326' I-�• i —� I,ggI .316' pR14' � I.f f• 'Y Y Ba 45 CttWOPAt 6M52[riMOER 21 HV CENTERMATE I a4r PAIA�{atVO"f {CPRWE 10.AdED) 3xs QUALIFlED FOR USE W/liV BLADECII& t�A ONLY o HV FLOATING CENTERMg7 �• ~ m'1 ®l.62C1S (a HV EG ESS LOCK 6063-T6 ALLOY AND TEMPE QU EO FOR USE W/K/BLAOE{t}&Cent ONLY u °y.' J.. ers•P OUAItFlEO FOR AU-,S�E W/N! OUALIFlED OR USE W/HV 6063-T6 ALLOY AND TEMPER 2 C. E BLADE QI &".JI ONLY. BLADE 1 & ONLY, QIIAUFI.FOR USE WJ NV BLADE S ONLY xso•on. .8 4' 6063-T6 ALLOY AND TEMPER o PIASDC NERD - 1.7 6' 22' MOlDEO i0 `a'{ ) I i x• SCREn - `q+-^-llltyll 09 9' 1.7 1 AFTER RNETWG \\ Cf•1J60- ! i n om'• - - 1/4"A-205x 314" BEFORE RIVEIINC S.S. THUMBSCREW i/4"0-20 RiVNUT* --i "sO6a 0144 NOunxoM(ems-TJ A-0 LARGE FLAxt£n 1 x)w I r 21- 1 m S ET HaIsERT.PARI 7 MO.AS WNUFAGTal2a m AOq Pa vw � FaoNr cEEVAnax � " „ LOCK",, x cu6RRr mNORx,P.RswpEHr.HEw moer mro1 m Eww.. „Sfie' 7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV B ADE 1 ONLY HV FEMALE T" LOC CENTERMATE HY "T" LOCK F1V ALTERNATIVE LOCK 6063-T6 ALLDY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE lY/HV QUALIFIED FOR USE LO HV BLAME�)ONLY QUALIFIED FOR USE LO HN 37EME(IIONLY WQUA BED FOR ONLY. BLADE iR ONLY. 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND 7EMPF - 31fi1 0 _ o6r D TxVM6RIRn 1214'm m A65 6 2' KEY 6 KEY C i OR -� .214'.- YIINOER " 0.6)S'Mn. .,a 1.1xs•uw. ND CENTERMATE Wf NSt-� GQ Q 13�.EE1L$M�E }Y�._LOS � Q°o "o QUALIFIED FOR USE W/HV BLADE 1 & A QUALIFIED FOR USE W/1(V k5 1 & A 6063-TG ALLOY AND TEYPEk 6063'76 ALLOT AND TEMPER , �. SO VARIES.12•MIN. QUALIFIED FOR USE W4 NV BLADE 1 &V m o µ 6aA->-Is I W' 6D63-T6 ALLOY ND TEMPER T1wMRiuRn (5¢OCY*5 iif2' - - CnlNOER Da t OR KEY ' 315' CY[1NOER • m. LOCKING ROD1S ` w J7591 1/4•I (;n HD LOCK QUALIFIED605 FOR USE Wf tN BLADE( G% � 6063-76 ALLOY AND TEMPER V HY 316"0-16 ACETAL C�j bV 114" 0-20 AISI 304 BY REGINI HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLI LOCK. O QINSTALLAM WILL REQUIRE A 7/16-HOLE THUMBSCREWS SSEWES S S THUMBSCREW OUALIFIED FOR USE W/HV BLADEO&OA DRRLLLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR HV BLADEQ QUALIFIED FOR USE W/NY BCAOE 0 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane tdj0ti4 A. !P T! 6,c. 02077 EASTERN MECAL SUM.PPLY, . 111 t)"` o2on mato. _ c J� BERTHA H dt EN •✓9; A S A rM i L E C O L N�. , Accordion Shutter System • 7 i KV.BLADE#1 W/CR W10 H.Y.WNDON BLADE American Shutter Systems n,q oTxRvnox oAtl Nu)m ery 1.e * TILLIT TESTING&ENGINEERING COMPANY 'o'• ease Ne.aew sE,s,<w.RaawA cOmEN;Rmw.u,A Assoclaflon, Inc. I A is-oes )/zz 1 atm 0)/2)/17 STATE OF .11-153a.Fw:(]09j6)t-qal 4268 Westroods Drive z •QAC`^•`'•:�(QRi(j�.. t(„V I4lY "- 6'nemOm'.,w, West Palm Beach.FL 33407 5 DRAWING No ``jrF�i••......... \a 111 WALTF�A T-T'1,.P.L 4 17-107 P.E.§EA� ��iA ftE`�pASE �01to^k.r 141ar 5 SHEET 6 3 OF 20 i *Y'•5 '•m6 sa001 AMM® VApiE6 1.91 .4 I" 'r � � 64 1.667• `' a" n 15' : HV 90•f180' STARTER 01M—WED—MAK OHV UNIVERSAL FLOATER COVERED UNDER US PA TEM'5458179 HV BLADE�,OR USE W/ QUALIFIEQ FOR USE W/HV BLADE 1�, ®HV DIRECS_MOUN�C 60 BLADE( iQA NV WINDOW RLAQE* 6005-T5 ALLOY AND TEMPER QUALff1EQ FOR{SEW—KV 6063 T6 A LOY AND TEMPER BLADE 1 r 'SEE LIMITATIONS OF USE OF BLADE®4N SHEET 19 6063-T6 ALLOY TENPFR ,121• 6063-76 ALLOY AND TEMPER 32• t.500• 3.556• .670• 226• j 72 612 4.9 r HST AD 1 ADAPTER W/LIP `"a 7: a26 ouAunED FOR usE w/tn7 HV WALK—OVER TRACK �o 6(�HY ADJ. FLOOR TRACK euoep ) QUALIFIED FOR U E W/HV ����I$€NTB�K 3. 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/MV QUALIFIED FOR USE W/HV 6063-T6 ALLOY A TEMPER BLADE(D ONLY. 1� HV RAINGUARD BLADE 1 6063-T6 ALLOY AND TEMPER DUALIFIED FOR LI(��}E W/RV 6063-T6 ALLOY AND TEMPER - vwm 9 $ t 36• BLADE N VAItlES 1.936" 6063-T6 ALLOY A D TEMPER 1.917• ... �• .100 S .063• I o- .093' A93•' .lI 670 `'9O 3 S]'• �I i 870 1.886• i.t 070 0 nl 3.1 • l+ . 5 0' 67 i HV HEADER/—SILL 11 kiV CEILING HEADER F / (� 13 HD CEILING H£ADE[t/SILL Q IFIED FOR USE W/HV BLADE 1 ONLY, QUAIIFlE 606oRT6 ALLOY AND BTEMPEfNONLY QUALIFIED FOR USE W/HV BLADE 1� 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAU SEE SECTIONS FOR VALIDITY. QUAUFIEO FO USE W/ HV ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE&1 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT I A I 8 Ti T2 % Y t IaL z soL r Mx 1 r a" oers" 081' 2- 5•MAX. 1/is" i/8" 3• 3• �0• 2" S MAX.0.192• 0.192• SIDE ANGLES CORNER POSTS A�IMINUM ANGLES 9 r MA%.0.190 o.lsD QUALIFIED FOR USE W/NV zs• UAIInED FOR USE W/HV BtADE CIS QUALIFIED FD$USE Wj NV BLADE(�T 6063-T6 ALLOY D TEMPER BLADE 1 ONLY. a 2• 5•M0.1f.0.139" 0.131" 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 7A77u•A. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone t{t11Q 1: 7l�dlj"'�. o2017 MIK.,INC 02017 EASTERN METAL SUPPLY.INC. *�� . "�1GENS ✓yi z �-� BERT A VTM a �� IiLIECOLN�. ystem A.S.S`i.A. AccardionS H.V. =utter BIADE N.v.elaDE y1 w/OR w/o H.v.Wtrroaly r�AnE d�faIl } TILL T TESTING ENDtN€ER NO COMPANY American Shutter Systems n- 9L e,o,N DArz 6�6 6n Le ]�>A OF 6]3!NM.169u SN SL.303,OWE RING i fLM01 Y Associotion, Inc. 1 OLO 15-066 7/27 1 O - 07/27/17 4268 Westroods Driv6 2 O PAm.:(36s1e71-ts36.r,.:{3os)ml-Issl DRAWING No sS�.QAIDA aF�13t�A •ma.- o9*IS West Potm Booch,FL 33407 ; 17-107 Q• "'e' 1 1 W.=A.TAUT 1,.P.G s SHEET P.0R t�j Ni0T P.E:" M7tl�tE/DATE 6 2 OF 20 GENERAL NOTES: t.Battle,H.Y.ACCOID)ON SHUTTER SYSTEM SHOWN ON THIS PRODUCE EVALUATION DOCUMENT(P.EA.)HAS BEEN VERSERD)FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(6N EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT MGH VELOCt HURRICANE TONES. DESIGN WON LOADS SHALL 8E DETERMINED AS PER SECTION 1620 OF THE MOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER RAIL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONAUTY FACTOR Ktl-0.05,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&20. ORORDER TO VERITY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS AREA i s tTV BLADES OD RE 9BY MULTIPLYING THEN BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15,19&2O GENERAL NOTES SHEET I IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.O.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR 1WND LOADS"AS LZ USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA MY,ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE 04PAM LOAD HAS BEEN VERIFTED IN ACCORDkICE WITH SECTION IS09.1.2 OF ME ABOVE MENTIONED CODE AS PER An REPORTS: TYPICAL SHUTTER ASSEMBLY 78-44 SHEET 4 TYPICAL YANDOW BLADE&WINDOW DETAIL -HV BLADE 0/0214.01-03,10715.01-03,110N.01-05,(1214.01-05,10317.02-06.1D809DI-10 AND 1021041-1/AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1888 $TIER 2: FIV BLADE(D AND HV W}NDOW BLADE AND E-1996 STANDARDS(MISSILE LEVET D,VINO ZONES t,2&3)&/1220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE. _ (WHERE APPLICABLE) -HV WINDOW BLADE 0/0505.01-08 AS PER ASIAN E-1886 AND E-1996(MISSILE LEVEL D,WIND ZONES t,2,3)BASIC PROTECTION ONLY AND B 0725MI-88 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2..HV BLADE(D AND HTV VANDOW BLADE 6 ME ENGINEERED TO WORK IN UMSON MRN EACH OTHER UNDER ME GENERAL UMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 LNSTALLARON DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA KV.ACCORDION TINS(HJ SCREWS),USED AT RLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114,2.75'MD 114x1.75'RESPECTNELY,410-NT MINIMUM SERIES CENTERMATE DETAILS 1W SHEET 6 STAN ESS STEEL SCREWS WIN 136.0 bi YIELD STRENGTH AND He Mai TENSLE STRENGTH.PINS SHALL BE COATED WIN BERTHA W DuADSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS W SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEM THE W MMIONG ON THEM HEAD 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS NDICATED ON SHEETS 2 AND 3,MINIMUM YIELD STRENGTH FOR 6063-T6 AL"IS 30.0 Mai AND 35.7 W FOR END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 BOOS-75 ALLOY. MAXIMUM SPAN TABLES SKEET It ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 3N OR 318 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50016 WBN 50 h!WIN.WELD STRENGTH AND 90 MM MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEEN 13 AND SHALL COMPLY W/FLORIDA BUILDING WOE SECTION 2411.3,3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 B.SOUS TO BE ASN A-367 GA.VANQED STEEL,OR ASI 304 OR 316 SERIES STANIESS SFEEL WITH 35 W,MINIMUM WELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWHO SHEETS FOR ANCHOR SPECIFICATIONS:W ELME O:12.13.14.15 AND 20 INSTALLATION DETAILS M-R,WOW SHEET 16 W BLADE 01 &O WORKNG IN UNISON:12.13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 8,THIS BERTHA N.Y.ACCORDION SHUTTER SYTIOU GEMS A US.PATENT 16779,582.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR N PARE BY U.S.PATENT 15'458,179 ISSUED M EASTERN END CONNECTION DETAILS 7-12&X,WOOD SHEET 18 METAL SUPPLY,Nc, 9.I SHALL BE ME RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SINTER S TD BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR TO SE%/CAULX AREA 3: hP'WINDOW 13LAp ON Y All SHUTTER COMPONENT EDGES WHICH REMAIN,TM FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNI MUST BEM PERMANENT LABEL IN A VISIBLE PUCE WITH WARNING NOTE DURING PERIODS OF HURRICANE WMNNGS HOME OWNER TOMMY,OR OTHERS,MUST PROPERLY CLOSE ALL hY AND HD CENTERMATPS AND ENGAGE OR LOCK ALL W AND NO LOCKS AREA.4: HV WINDOW BLADE(1ONLY 11.SHUTTER MANUFACTURERS LABEL.SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.93 OF FLORIDA BUROING COOS ONE LABEL SHALL,BE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20, PLACED FOR EVERY OPENING.LAGGING TO COMPLY WIN SECTION 1709.9.2 OF THE FLORIDA SIA DING CODE. 12.RE"H.V.ACCORDION SHUTIER SYSTEM'S INSTALLATION SHALL.COMPLY WItH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO 13,(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L..WHERE THE SIE CONDITIONS DEVIATE FROM THE P.E.D. (8)CONTRACTOR W BE RESPONSIBLE PER THE SELECTION,PURCHASE AND"ISTALLATION 1NCLUMG UFE SAFETY OF THIS PRODUCT,BASED ON TMS P.E.M.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS ME CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e} THIS P.E.D.MAA.BE CONSIDERED MAUD F ALTERED BY ANY MEAMS, RSITE SPECIFIC PROJECTS SHALL BED MO WILL BE ESPONSIRE FOR THE PROPER USE OFPME P.E.D.FNGNEERFLORIDA RECORD,ACTIIREGISTERED NG AS AGINEER ODRECATEQ ENR ARCHITECT GINEER TO ME PPZc ENCH fflu.BECOME ME ONEER SHALL SUBMIT Is TANINEER OF RECORD S LATTER THE SITE SFOR THE PROJECT PECMC DRAWiNDS FOR REVEVC (e)ORIGINAL P.E.D.SHALL BEM THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED I. FLORDA BUILDING CODE(Non High Velocity Hurricane Zone 11j1 y\� /T'4 02017 MASCO.INC. 02017 EASTERN METAL SUPPLY,NG _ BERTHA HVTM E 01 N A.S.S.A. Accordion Shutter System KV.annE gT w/at w/o tLv WNDON MADE g * TILLIE TESTING&ENGINEERING COMPANY AlTieFlOGn St1UttBE Systems DE;CIbPiI[Ni aA1T DRAWH eY: LG GTA7'E U� • ,LW Association, Inc. 1 Dln is-Des r 7)1 wTc: 07/F7/17 -�3a AA .a R.s..,aa wnNa..urJOITS nal At,a / -p=v�-Rt A Pna,a:(ao37671-tvo.Fa::L3es}671-Islt k P.I Westroads Drive 2 DRAWING No \ KLA a-moa:mlavoo.A.ovn West Palm Beach,FL 33407 3 :SS/pMAL� ' WAQBA�M6t11,PLC 4 17-107 FL9RDn LY.t 441st 5 SHEET P.E.�SEAtjSK')tdkYURE/DATE 6 1 OF 20 I