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HomeMy WebLinkAboutProduct Approval Page I of 3 * A rNr BCIS Home log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications F8C Staff BCIS Site Map Links Search b '. r 110 o Product Approval USER:Public User Product Approval Menu>Productypr AnpBca Ion Search>Anplication List>Application Detail,. FL# .�L' 89 9 RECEIVED Application Type Revision Code Version _017 O T C Application Status Approved 4 Comments 5T, LUCle County, PermlaIng Archived Product Manufacturer American Shutter Systems Association,Inc. Address/phone/Ercall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 Waiter A..Tiilit,Jr.P.E. the Evaluation Report CL Florida License PE-44167 zxs'I Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 g1 Validated By John Henry Kampmann Jr. 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 P9 COI AMERICAN SHUTTEP SYSTEMS DRAWING 17-108 , CERTIFICATE OF INDEPENDENCE.PDF It Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/6/2018 Page 2 of 3 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 10119/2017 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 EL389 R9 II AMERICAN SHUTTER SYSTEMS DRAWING Approved for use outside HVHZ:Yes 17 108 BERTHA HV ACCORDION SHUTTER SYSTEM.PQF 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 RAE AMERICAN SHUTTER SYSTEMS DRAWIN 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 wlndow'blade and 8'-11"for 62 psf,9'- Created by Independent Third Party:Yes 11"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.Aso pressure ating of+72,-72 and 84"for+64,-64 psf.See i e 5 other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade .Extruded aluminum Interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 17-107 (top and bottom)for storm protection Limi oiF Use Installation Instructions roved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMSA S>OC... Approved for use outside HVHZ:Yes INC. DRAWING 17-107 BERTHA HV ACCORDION SHIrrTFR Impact Resistant:Yes SYSTEM.PDF 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 Created by Independent Third Party:Yes 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 SYSTEM ASSOC., -72 p.s.f.A.S.D.load for HV blade for Keystone mountings INC DRAWING 17-107 PRODUCT OF EVALUATION 7'-0"p.s.f.for metals stud mountings and 8'-0"for 110 REPORT.PDF p.s.f.for HV1A working in unison.See sheets 7,11 and 20 Created by Independent Third Party:Yes respectively of installation drawings for other spans and pressures. 389.3 [11ertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks MBO-(Non-HVHZ)-Drwg 17- (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R9 II AMERICAN SHUTTER SYSTEMS ASSOC.. Approved for use outside HVHZ:Yes INC. DRAWING 17-106 BERTHA HV ACCORDION SHLITrER Impact Resistant:Yes SYSr.PD,F 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 i 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 eack Next Contact tic::2601 Blair Stone Road.Tallahassee F 32994 Phone:850-087-18?4 The State of Florida Is an AA/EEO employer.Copyright 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 a-malt 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 mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address 9 they have one.The emalis provided may be used for offid3l communication with the licensee.However email addresses are public record.H you do not wish to supply a personaladdress,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick 1 . Product Approval Accepts: h"s://www.floridabuilding.orgJnr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 3/6/2018 4 GENERAL NOTES: f.BERTHA N.Y.ALSORDION SMUT7ER SYSTEM SHOWN DN MIS PRODUCT ITMUIGHIN DOCUNEVT(P.ED.)HAS BEEN VERIFIED rOR CCMPUANCE IN ACCORDANCE WITH THE 2017 Cath ECIT104)OF THE FLORIDA BUILDING COLE MK ACCOROION SRLIf1E�SYSTOt SHALL NOT BE INSTALLED AT NCR VELOCITY NLAiWCANE ZONES C C r DEIRCH MIND WEDS SMALL at 06TERMNEO As PER SEODON 1020 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEW REOUIRED BY THE JURISDICTION WHERE SHUTYER WILL TABLE-OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR KI-OA10,USING ASCE 7-10 AND SMALL NOT EXCEED THE MAMMUA+CAS.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS It THRU 15.19&24 M ORDER TO vER*Y TRE ABOVE CONDITION,LRMNTE Cf KIN WIND LOADS CEtERMNSO PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIC LOADS AREA t: W BLADES n1 BY MULTIPLYIRG THEM BY 0.6 IN ORDER TO COMPARE THESE W/N+X.(ASD)DESIGN PRESSURE RATINGS O4DICATED ON SHEETS 11 THR U I&T9&20. GENERAL NOTES SMEEf 1 N OROS TOER. F"THAT COMPONENTS AND ANCHORS ON TICS P.E.D.,AS TESTED.WERE NOT OVER SIRESSEG.A 33 is INCREASE IN ALLOWABLE 5iRFSS FOR WOAD LOADS WAS IM USED N THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS-HOrYFYLR.A WIND DURATION FACTOR CO-1.60 WAS USED FOR VMFICATICN OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION swnER SYSTEM'S ADEOL:ACY FOR WIND AM LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MEM70NE7 COX AS PER TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ATL REPORTS: TYPICAL WINDOW BLADE&WTNDOUW OEiut -HW BLADE 0+ 10214.01-03,(0715,01-03.11004.01-05.01214.01-05#0317.02-06,/0609.01-10 AND/0210.01-11 AS PER TAS-201,TAS-202 u+0 TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2' W BLADE C AND FIV WINDOW BLADE 1Cla AND E-1999 STANDARDS(WISSLE LEVEL D,WIND ZONES'1.2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. (WHERE APPLICABLE -MY WINDOW BUOE ID#0505.01-OB AS PER ASTM E-1ea6 ANO E-1996(W WILE LEVET.0.WINE ZONES 1.2.3)BASIC PROTECTION ONLY AND 10725.01-68 AS PER TAS 202 PRO=()I- TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 3 INSTAL:ATION DETAILS A-F.CONCRETE/ELOCK SHEET 6 2.FLY■ADE(„li' AND W WINDOW BLADE © ARE ENGINEERED TO WORK IN UNISON MTN EACH OTHER URD7ER THE GENERAL UWATIONS AND CONDITIONS OF USE INDICATED.ON SHELT 19 INSTALLATION DETAILS C-M. CONCRETE/BLOCK SHEEI 7 DETALS 3.BERTHA N.V.ACCORDION PINS CEN SCREWS),USED AT SADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE#14x2.75-AND#1481.75'RESPECTIVELY. 410-M MINIMUM SERIES CENTERMATE ALTERNATING HW SHEET 9 STA59 S"EM SCREWS WITH 135.0 kat YIELD STRENGTH AND Tao Oft IENSU STRENGTH.PINS SMALL BE COATED WITH RERTMA W DACRDSHIFLO COATING SYSTCM AS MANUFACTURED BY APPRGYEO CENTERMA7E AJ.TERNATINC DETAILS MV SHEET 9 NLE COATING APPLICATORS.REGISTERED WITH AMEWM SHUTTER SYSTEMS ASSOCIATION.PNS UUST BEAR THE MV AMONG ON THEIR HEAD. 4. END CONNECTION DETAILS 1-6.CONCRETE/BLOCK SHEET 10 ALL ALUMINUM EXTRUSIONS SHALL BE A"HUM ASSOCATON ALLOY AND TUI ER AS INDICATED ON SEEM 2 AND 3.MIHIMUY YIELD STijNGTN FOR 6063-T6 ALLOY IS 30.0 W AND 35.7 kxi FOR 6005-T5 ALLOY. NCHMIMSPAN LE- C SHEET I1 ANCHORR SCHEDULE- CONCREIt&BLOCK SHEET 12 5.ALL SCREWS TO BE SDJNLESS STEEL 304 OR 316 AM SERIES OR CORROSON RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kri IAN.YEW STRENGTH AND 90 kxi MIN.TENSILE SWZNMK ANCHOR SCHEDULE- CONCRETE& BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA SLIZU( it CODE SICION 2411-k&4. ANCHOR SCHEDULE- CONCRETE& SLCCc DICET 14 6.DOLTS-0 Be ASDJ A-307 GALVANIZED STEEL.OR AIM 304 OR 315 SERIES STAINLESS STEEL WITH 35 kal MINIMUM YIELD STRENGTH. ANCHOR SCHECUILE- WOOD SHEET 15 7.SEE THE FOLLOWING SHFrS FOR ANCHOR SPECMTIONS:HW BLADE O;1213.14,15 AND 70 INSTALLATION DETAILS M-R,WOOD SHE-Cr 16 FN 91AIDE +Q&aWORKING LY UNUM: 12.13& t3 IiSTALLAIDN DETAILS S-X.WOOD SHEET 17 ENO CONNECTION DETAILS 7-12 &X.WOOD SHEET 18 B.THIS BER'HLA N.V.ACCORDION SHUTTER SYSTEM SEARS A U.S.PATENT/6779,532.COMPONENTS OF THIS AWROVAL ARE COVERED.IN WHOLE OR IN PART BY U-S.PATENT#3'458,179 ISSUED TO EASTERN METAL SUPPLY.NO. AREA 3: FIT/ WINDOW BLADE ONLY 9.R SMALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHLTTER 19 TO ISE ATTACHED TO INSURE PROPER AVCHORAGE.CON-TRAGIOR TO SEAL/CAULK ALL SHUTTER COMPONENT ECGES WHICH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT VAIN THE SULDING TO PW.--NI WINO/RAIN INMSON. TYPICAL SHUTTER ELEVATgV SHEET 10 10.EACH UNIT MUST BEM I'CRNANENT IASL IN A VISTEM PUCE WGH WARNNO NOTE_DURING PERIODS Of HURRK ANE WARNINGS ROME OWNER,-ONANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND NU AREA d: F!V WINDOW.BLADE n ONLY CENTOWATES AND ENGAGE OR LOCK ALL HV AND NO LUCKS. 1t.SHUTTER MANUFACTURER'S MEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCGROANCE MTN SECTION 1709.9.3 OF FLORIDA BLUING CODE ONE LABEL SHALL BE INSTALLATION DETAILS. METAL.STUD WALLS SI MET 20 PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF TME FLORIDA BUILDING COX -• 12.BERTHA H.Y.ACCORDION SKITTER SYSTQrS INSIALtATTON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY rHL JURISDICTION WHERE PERMIT A APPLIED TO. 13.(o)THIS RED.PREPARED BY THIS ENGINEER IS FOCNENC AND DOES NOT PRONDE INFORMATION WH A STE SPECIFIC PROJECT.I.a WHERE MF SITE CONDITIONS OEVK'E FROM THE P.LD. (D)CONTRACTOR TO BE RESPONSIBLE FOR THE S-3.EITRON.PURCHASE AND INSTALLATION INCLUDING:RIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PRCYIOIED HIV9fE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY 87� USED TO Ti-E CONDITIONS DETAILED ON TT-IS DDCI+MINT.CONSTRUCTION SAFETY AT 97E IS THE CONTRACTOR'S RESPOt&6IJTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (a)THIS P.E.D.WILL DC CONSIDERED IMPALA F ALTERED BY ANT'MEAVS. (a)SlE SPECIFIC PROJECTS SHALL SE PREPARED RY A FLORIDA REGISTERED ENGINEER OR ARGIREC WHICH WILL BEGONE THE ENGINEER OF RECORD CEO.R.)FOR THE PRO.ECT AND WHO WILL BE RRESPONSIBLE FOR THE PROPER USE OF THE P.ED.ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE RED.ENGNEER SHAD,SUBMIT TO THIS UTTER THE SITE SPECIFIC ORAWINCS FOR REVIEW. (e)ORIGINAL P.E.D.SNARL BEAR THE GATE AND ORIGINAL SERI AND SIINATURE OF THE PROFESSIONAL ENGINEER CF RECORD THAT PREPARED IT. t+c�+rr'raAi•A.. FLORIDA BUILDING CODE Nor. �i I ne Zone fr-s: C2011 ML=.INC 7 EASTERN METAL SUPPLY,INC. P `DAY.�':�1j£,EN,S�•.,.�►?� w,�t ER7'R� Tu A S S A ACC#1 W/OR on Shutter System �4 TAMC. ■ ■ ■ ■ KV.BADE W/332 W/0 kV.YIFDOW BADE `S. ter/ f�� * American Shutter SZRaIOrTta N aEseIVnON DA1I dorm eM LG M TiLLIT TESTING & ENGINEERING COMPANY C ?�\ A330CICElIOFtt Inc. t OLO 13-Oa3 1 i LEGE: 0Y 7/tT YA 4355".3"xt.M Je3 vAoeN.0W100G,natty 3Ata �q�r Ph-$ U033571-sow.Fm c(30$7611-1:31 4268 WtsStfot3ds Drive 2 DRAWING NO ;-40R 1 r- a-mor.Nt.woeoLan West Palm Beach, FL 33407 3 Ae� t���i('".'� IA` EIS-17o0an9 M 17-107 -��vJ/ONA�.s, rtn WALTER A TRLR Nr.P.E. P.E.-SE'RC/ISiOMAY611E/DATE FLORIDA k.1 r.T67 SHEET OF 29 /ri/ VARIES ' . T,. 0..30.5• a ,� ti4,83705 � � �•. �r3• 0✓HV 90.11 f30' STARTER (DE MM R uD T%HV UNIVERSAL FLOATER QUAUFIEU FOR USE W1 COVERED UNDER US PA-ENr B 5458179 0U IFIED FOR USE W/ HV BLADES f 4). DIRECT MOUNT w BLADEC1 HV WINDO�,BLAd_Er 6005-TS ALLOY ANDTEMPER '`�QUAUFIED FOR USE Wj HV Ea6S-T6 ALLOY AND TEMPER *SEE LIMITATIONS Or USE OF GLADE t�'ON SHEET 19 t 6063-76 ALLOY A D TEMPER �2a 6063-T6 ALLOY AND TEMPER , .'0w I ''r` ETo- J, w• sfl1' .670' 6' c -M{ 72 ' o i$ ,l�• g{ 0 - i _._._ .`.• ')HV ADJ, ADAPTER YY/LIP of ,2 {t ri I. 7 7 OUAIIFIEO FOR USE W/tiV !g'3HV WA K—OVER TRACK �-- 920 2z6� 9;HV TRENCH TRACK 55' 7 ' BLADE Q OUAUFIED F03 USE W/ HV �, 0MY ADJ• FLOOL TRACK _ SLADE' OUALIFIED FOR USE W/ FN {�� JjV RAINGUARO QUALIFIED FOR USE L4/ HV 6063-16 AIIOY ARO TEMPER BLADE CI) BLADE Q) 6063-T6 ALLOY AND TEMPER `'�QUAUriCD FOR U&E W/ HV 6093-TB ALLOY A C TEMPER VARIES V 6053-t6 AWAD TEMPER NI t• 1 _ - W,WES 1.936" VOl. OMA 1.917" I oa3• 0$3' r c9e 1 .t2 093 C 670 Ii���,.698' o-1 70. i 3_ 3 510.' � ` j _ i : 91 rr, —, f HV HEADER/SILL SIN HD CEILI G NE;ADERZSIL if 1 HV CEILING HEADER 04 i.IF4�D FOR USE W t,t/ BLADE�:ONLY, QUALIFIED FOR USE WJ HV BLADF�t ONL OUA11F1cD FOR USE W/ HV BIADEn 114:J4�WALL NEeDER1SILL SEC SECTIONS FOR VAl19E 6063-T6 ALLO ANO TEMPF SEE SECTICf4S FOR VALID('Y. QUAUFIED FOX USE W/ KV 6063-76 ALLOY AND TEMPER 6063-TB ALLOY AND TEMPER BLADE(,1 ONLY, 6063-T6 ALLOY AND TEMPER CCMP`0Nr4 A R i, T2 1'-'T % Y L 2' i 2' :0.175' ( r ,- .asz• � C � ' z' S•NA,L•i ,j0.• { 1j0.' L. 14 2• S"LWt.+0.192•10.192• 1 x i��{DE ANGLES (�0 CORNER PQM UMINUM ANGLES 7.5' 7'wx, n.,9a o.,9a"' VALIFIED FOR USC W HV OL4V.ItlLD FOR USE wJ HV B�- �-- � � / BLADE{It QUALIFIED FOB JSE WJ HV BLADEQ 5053-T6 ALLOY AND TEMPER BLADE(1-1 ONLY. �A 2' Sr MAX:0.733• 0.,31• 6063-76 ALLOY AND TEMPER 6063-76 At AND TEMPER FLORIDA &JLD CODE(Non High Velocity Hurricane Ione t. 020,7 TL1W. NC 0 2017 EASTERN METAL SUPPLY,INC . iV ., RHA HYTM V�� " Accordion Shutter Sy stem /7 mGc NCA S S A■ KV. BLIZE 1 Wj Q2 Wf0 HV.OWN ISLAM 9 Amorlcan Shutter Systems im M KS01"CH 0.,c aurM er E C i sCaf` 7lrr t arTE 07 TAssociation. nc.fLA ,5-0115 Af 7 ,7 ; au610C aea,a s.•nat,Vaua.PAM4,ROM 33, 4288 Westroods Drive 2 DRAMMC No Fft.n.:(305)471-1530. F..:(303$71-133, FL 33407 s a-mW:tateo~cem Vest Palm Beach, 7� 07 ;l�s•'•'_ •L�LIt WALTER T83R7t4.P.C. y i SH'E ,10 • ' ' I+ FLORtu U..0 OF 20 P.E� �E/CATE ° r^-COMCREX ANCHORS POURED CONCRETE POJRW 1 POURED t (SEE SCHEDULE ON OR CCNCRESE BLOCK? CONCRETE- AEOUMED r i/s E-20i{/�'S.S. COSIORETE pEDURCO �, SHEET 13) _ CONCww ANCHORS { U&CME SCREWS ���j/) FOR (SIX SCHECUX ON 1 W1 1/4-20 COW_qM ANCHORS a T8 IDRl(sEt tgYNRNG�DN SNRT>1 ` (SEE SCHEOULE ON SHEET 13) / j 5tiEET 13) (NUTS O 12'J.C. '__-- TMrJj i4 1• -s/aro -3/4•Ss. E EO- MACHINE SCREWS _ -E0 I EC .-i- --- USING 1/4'-20 NUTS ---- T9 1/2a 12-D.C. LOO i 23D`so ! -- 3 oa 5 ir.2w Max E.D.• „ 03TIONAL :, i i I '✓?PHONAL i 14'L SPMAttgi i m GAtT(5g + t 1 AOR * Uft SEPARATION TO GLASS 1 m 3eLT a rm , I �' EXISTING M) SCHEWL'ON SHEET t1) E%15TWG ( g>p=Q}i MRL SEPARA710l1 TO fJASiS 1 GLASS--f—(SEE 0 -' ;-"(SEE SCHEDULE ON SHEET 1tj EXISTING t (A, ewi's—;Y WALL HEADER INSTALLATION 3 HY WALL HEADER ANSTALLATION } t� FIX WALL PLEADER INSTALLATION + K STONE i t I I MN.SEPAUXON N a l55 Acc SPN Al avr 0 tSEE SCHEDULE ON SHEET IQ I id --DOR . MN.SEPARATION'O CLASS 1 1 E%IASSS_-j 11 tat 1RQd&4 I,f. L-A SCHEDULE ON SHEET 11 j a,sN¢r 19 ,oA . OPTICAL E. IAILt3O:A� � E%TSTttKi ,r^ r + L'--- ` li i 1E ii Ii ii I. -1/4'MD.. E.0 _ J� Mm. -art10NALi '? oX H'� E.D.+' i i " ! E.t• 1 2' +✓ �---i E- rE.D.+ Lr-_:= -~i , ---- i 9 1-ED-i-Ea� {t�cRSa I _ - 1/.•a_20.s/.3 CA Ss. `� EO-} PIDWPS TRUSS HEAD , 1/4'C-20x3/4'S.S.PMWPS fCNCRETE AVCNOP.S 1 T�116 i MACHINE SCREWS USING '�,_�:t, `CONCRETE ANCHORS -„�,�USS H� YµACHIUTS a SCREWS -- (SEE SCNCOJLE ON SHEET 13) t at;n 1/s'-20 NUTS O 12`D.C. ED CONCRETE-+ SiEET 13) ON POURED COVCiETE_ OR CONCRETE eLOCK __•.± ,. OR CONCRETE BLOCK KAtI REaUhTED p I H-V WALL SILL INSTALLATION / (SEE SCHEDULE EDULLANCE ON REQUIRED L- POUREC CFtM—/ SHEET 14) (F}�.Y_WASL S orarILL INSTALLATION OR CONCREIE BLOCK WALL R--OUIRED Q BY WALL SiLL INSTALLATION NOTE MRfdABNATXIY_c_' INSTALLATION DETAILS W1 t-SEE S-fEET 4 FOR TYPICAL SHUTTER +E �EDGE DISTANCE -"•�+- ASSEMBLY i SEE LMTATO'15 0-USE FOR �.'( ( �/ '2-UOUNBNG SECTIONS CAN BE COMBINED SEE SPET2RCATION5 7ti SNE£T 1}) BLADE ICA ON VEST 19 1.1) ("I y BLADE ANY WAY TO SLIT ANY INSTALIATIDN• AtA tri > It+ R Tt FLORIDA BULDiNG =(Non High Velocity H.UrriCOne Zone \4 ...... ••CCt�•t�•++• 1✓ 02012 TLTWO,INC. 02017 EASTERN NETA'• SUPPLY.IVC. 3' ¢ It BER A TNA /lLrEqow.. \ ,�.S■. ■, Accordion Shutter System KY. Sane#1 W/OR W/O KV.IMNDW aAZ } Arnortcan Shutter Systems I& oFscftT— DATE 1 DRAWN IM La 'TILUT TESTING & ENGINEERING COMPANY ,e''•1 �i d 93115 NW.S4 a:n..x11.wmm CAROM 1100A 331Association, Inc. 00 iS-eBD 1j27 1 DATE O7/2T/t T i* �Q ��•`' ` 4268 Westra*Jds Chive 2 1 Pna..(Swh4n-15Se, o:(Sawn-1221 DRAWING No �•,-S/01VAL to,•,'' • m-c+t�i10 Ban+ Wast aolm Beoch, Ft 33407 S 17-107 ''+M.0..ow- WALTER A.TI UT J,.P.E. s P.E. SEAL/SIGNATURE/DATF NLOItroA 1 c!441ST a SH6 CIF 20 S<HEDUI_F_q 1S-H O ,1 F „$�HEDULE A3 NA)CMUN SHUTTER SPAN* 'L+" OR •L-" MAAMUM SHUTTER SPAN* 1.+" MUIU SHUTTER SPAN* Li" INSTALLATiL-bp : -- (it.).FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R -L-- (ft.)INSIALLATIONS - L'EN,'IEBIiATES, 1� Q® or tNSTALLATI0N5 Wf TI-40 W CON t0 (i)L+: MA1ttMUM ALLOYU1t3LE SPAN FOR A GIVEN W/ONE H V. LOCK 4B or or or ONE HV LOCKS MAN RY POSfMA ASD. 3tSIGN PRESSURE RAVING HO LOCK W/NO LOCKING'RODS O' ONE HV LOCK or LMax At10WABLE SPAN F03 A OMEN NEGAtNE OR)%, /NO IOGKlVG WALL A. B. 0, M, N, 0, P, 0. A.S.D. DESIGN PRESSURE RATING. CENTERMAI�28( 29 71/ ONE W/ NO LOCKING RODS OTS MOUNTING F. K& R. S• &V. }Q-T• LOCK 30 Y77f ANMD LO NG (SEE NOTES T.Tt) trwD FOR LCUNTING 0y (2)PROCEDURF 73 DETERMINE MAMNUM SPAN FOR RODS 35 TOP& BOTT4L4 EE SHEET 7) r-OOR/CEIUNG G. H, 1,,11, J WALL MOUNTINGS(TOP/BOTTOM) OR'LCOR/LtiUNG COMM-IF it WOOD MOUNTING T. U. W 8 x WDWN MAMAM CON"I tp6TAUA710N3 O - 11AXWMCONCRETE & M GIVEN A POSRNF A5.0. DESIGN PRESSURE RATTING, AI.6"N b•D'otmav ^$A�m INSTALLATIONS IIETERNINE MAMMUM SPAN L+'FROM SCHEDLtY- N✓�E WALL MOUNTING R.00R/CDUNG V�= '�NO•�� �� C NOU'Ifi10 Hinrlc UQUNtING Aama a mom IAOOR/OEIUN� GIVEN A NEGATNE A.S.O.DESIGN PRESSURE RATING, (P'11 ILoovcmmG UOVNIHG f1.a1•) DFTERNINE %&WMUM SPAN L--'FROM SCHCCULE. (+ox-) T T•oR-1 f+oA-) FLOOR ALL MOUNnKg d MAXIMUM SHUTTER SPAN'L+"OR L-'FOR L I IN t•(A) t H(I) 1:•Ara L♦ (6a t- L i (0) L•,fto INSTALLATIONS INTO WOOD SHALL BE UNIFIED TO FINAL 1JAXIMUM ALLOWABLE SPAN S EQUAL TO THE 3U OR L Ib'-0• IS'-O' t -o' 16'-0" 30 1S'-C' 1G'-O' 30 t6'-0' I6'-0• 105 PS'.AS.O.DESIGN PRESSURE RATING, tdit66 m OETERMINEO SPAN BETWEEN L+'AND L-", 35 74-70-74 10 '-2' 16•-0 35 T4'-10• 14'-10" 35. ts'-2' 16-10' 40 13' t0- 13'-to' tw-2' TS'-2" 40 IX-10• 13`-10,- 40 14'-2- IS'-2' (3)PROCEDURE TO DESERwNE MAXIMUM SPAM FOR 45 F3'-1' t3'-1' 13'-4• tY-3" 45 :3'-t' ta'-I' aS TS'-4' 14'-3' t Hv CORNER CENTERVATe#3 MAY BE USED AT ALL W/rL CR/C uu MOUNTINGS:'WALL MOUNTINGS 50 12'-5' 12'-5' 12'-6" IX-7' S0 12'-S' f2'-5' 5o 12'-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIM-S W/fIOCR/CEILING MOUNTINGS: 55 I1•-10" 11'-10" 12'-1" 12'-11' 55 111-10• IV-IV 55 1t'-1• I 1'-it' SK4LL BE AS INDICATFt1 ON MA14CATOW CONDITION 02 FOR A GWEN P091T11F-A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4' 11'-T 12'-4' 60 11'-4" 1!'-4- 50 10'-2• .10'-1T NOTE >i5.SHEET 5. RATING: 65 10'-10' 10'-10' 11'-1" 11'-•t 65 /0'-10• IO'-t0" 55 9'-S' 10'-t" DETERIANE: lH+-MAX. SPAN FOR WAIL MOUNTING INSTALLATIONS. 70 - 10'-6" 10'-6' t0'-9" IV-S" 70 Io'-6" - 10'-6' 70 8'-9' 4-4' LI.- MAX. SPAN FOR FLooR/CEILDIG MOUNTING 75 IO'-1' 10'-1- 10`-a' T1'-T- 75 t0'-Y 10'-t' 7S - E'-9• tt EXCEPT THAT MAXIMUM SHUTTER INSTALLATIONS. 80 .9'-10• 3•-t0' 10'-0' 1 10'-9" 80 V 10' 0'4-10' SPAN 'L+"Oi "I-*.IND L=&W A.S.O. DESOJC FOR A GIVEN NECATIVE A.S.D.DESIGN MESSURE 65 9'-6' V-6' 9'-9' ^0'-5' 85 9'-b` W-6` PROSURE RATTING FOR INSTALLATIONS INTO CONCRETE RA'INO: 9'-J" 9'•3` 9'-5' IO'-I' 90 9'-3` 9'-31 OR CONCNhTE BLOCK SHALL BE UMiiED AS FO LOWS: DE'ERMINF- 94 so9'-O' 8'-9' 9^2' 9'-t0' 95 9"-0" 8'-0' I- CONNECTIONS TO KEYSTONE MOUNTING LI-- MAK. SPAN FOR WALL MOUNTING INSTALLATIONS. UNI-ED TO 464,-72 p.S.f.AND 8'-0'SPAN. SEE La - MAX. SPAN FOR FLOOR/CEILING MOUNTING 100 e'-9- 8'-4' 9'^O' 9'-7" 100 V-9' R'-4- MOUNTING(E)ON SHFFT 7 INSTALLATIONS. 105 8'-Y T-tY 8' 9' 9'-4' 105 8'-1' 7'-11- ,70 8'-4- 7-7' 6'^7 P'-2' Tt 0 8'-4' , 7-7' FINAL LWIMUM ALLOWABLE SPAII IS EQUAL TO'H£ 115 B'-2' -r-5- 6-4 6'-1r 115 V-2• 71-3- SEPARATION TO GLASS SCHEDULE IAINOMUM FJEtYYEN Lt+', L2+•,"Lt AND-V-- 120 9•-0" b' tl" e'-2' 8'-9' 120 V-D- 6'-I 1" (4)GO TO ANCFIOR SCHEDULE WITH EMIL MAXIMUM 12E 7•_TO" W-6' B•-Q' 8'-5' 125 7'-10` 0'-8- ALLOVIA CE SPAIN AND NEGATIVE A.S.D. DESIGN i3C T-8' W-Y 7'-to' 8'-1" 130 T-B" 6'-5' WIND ZONE PRESSURE RATING TO DtTERMiNE MAxttNM ANCFOR 135 7'^7" 6'-2' 7'-9' 7'-9' l33 7'-E 6'-2' MINIMUM 5PACING. 140 7'-s• V-ii" r_T 7^-6- 140 r-5• s' 1' ASTM E-1996 SEPARATION t45 - 5•-9' 7'-5' 7'-3' 145 7'-3' S'-9" TO GLASS 5'-7' 77-4' 7'-0' 150 7'-2' 5•-7" i5S T-O- S'-5' Y-2' 6'-9' 155 Y-o" 5'-S" ' THRU 3 5'-2• 7-t' 6'-7' 160 V-U" 5'-2- 5-1' 7-0' 6'-4" 165 W-10' V-i' 170 6'-9" 4'-11` IV 11' 1 W-2' 170 B-9• 4•-N' 6'- t 15 7' 4'-9' 6'-9- 6'-0' 175 V-7' V 9" 180 6'-S- 4'-6' b'-6' b'-t0' ,8C 6'-6' 4•-6' �H V BLADE 185 6'-S' A'-6' 6' 7' 5'-W 185 1 W-5- V-S' ,90 W-A.' 4'-5' W-Fr S'-6' 190 1 V-4' 4'-5 -_195 ti'-3' a'-3' 6'-5' 51-5* 195 200 W-2- 4'-2' s'-4" 5'-J'. 200 6'-2' 4•-2' los 6'-1' F ''". FLORIDA BUILDING CODE(Mon High Velocity Hurricone Zone l 62017 TLTECO.INC, 07017 EASTERN MEM SUPPLY.-INC. BERTHA H Y`TFA Q A Accordion Shutter System C O 1NG. t ■ ■ ■ aiV.BLADE.1(11 W/oR W/0 FLV NlNt10W BJIDE Ameriean Shuffer Systeme N, a1:SCRIRIOR CFTC ISHEET m LAY. G -� Loa✓ ; T1LUT TESTING & ENGINEERING COMPANY Association, inc. 1 OLD 15�-085 7 / 1 07/27/17 • !�- IAN ►1::rLr.u h a fe►]D3 YA4YY IPA11a11 namA 31, 4268 Westroods Drive I ' FV-:(.-DSte7!-luso.rai:(305)671-I5J1 No.9 \@�,.1 -t 7/4.eom West P°Im Beach. FL 33407 � 0,, HALTER A.TAX N1.PF. a'1 RAR.oA ua 0+4147 5 P.E. SERI%S1G'MTUREfCA)t . OF O M h W W eV 4-1 `t-pv- Qof C13 Z in o N 0 fag a W Z 0 + "6't Z 9 is ��z 9 g �� O 2 0 " mi�3c �+ 'Q3 c I-c2i LL S N a zo 3� W •� c c Ott ♦m u 19 rr Lj - 0 n 3 =' • E � N C/j M .a 1•r q n a.. 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