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HomeMy WebLinkAboutProduct Approval EXPERTESS SHUTTER SERVICES INC. ry By Storm" 9 'i 8 7 6 5 15 14 4 2nd floor 10 3 16 �IESSEE RESIDENCE 17 r-afport 12 13 1st floor 2 1626 S.W. Biltmore Street Port St.Lucie, Florida 34984 (772) 871-1915 (800)749-9056 Fax(772) 871-0990 Florida Building Code Online Pagel of.3 wrqw- pi,�yap Y ,5 }yy. n f` ,i�. AOrkb De(Jdrtmelltd BCIS Home Log In User Registration Hot Topics ;Submit Surcharge Stats&Facts !Publications r FBC Staff BCIS Site Map Links Search Busines � Professit& OUSElt:Product Approval Public User Regulation Product Approval Menu>Product or Aonlication Search>Application List>Application Detail a f I FL# FL11968 Rl s. Application Type s� Code Version 2010 'I Application Status Approved Comments Archived G' Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. F Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R1 COI EASTERN METAL Certification of independence drwa 11-223.odf Referenced Standard and Year(of Standard) Standard -Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 5/23/2012 GEAML NOIF3� L STORM PANEL SHOWN DN THIS PRODUCT EVALUATION DOCUMENT(P.E:D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE NOTES. WITH THE 2010 EDITION OF THE FLOR04 BUILDING CODE. THIS STORM PANEL SHELL BE BE INSTALLED AT HIGH VELOCITY 0.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK NURRfrAN£20NES(MIAMII-DADS/BROWARD COUNTIES). UNIT SMLL BE 1 114'.' 1 3/8'FOR ZAMAC AWLIN ANCHORS AND 1 1/6'FOR RED HEAD OM48OLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED DOD$ 9.2) 7/8'CALX-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS RFOUIRfO BY THE iNa A'CE 7 WHERE THESE SHUTTERS DEI 2 LL INSTALLED AND SHALL BE PERMITTED. 11410-20 SCREWS USED SWU BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-f0 FOR INSTN.LABONS UNDER 2070 FHC AND SHALL MINIMUM FOR WALLS WITH NO STUCCO. NOT IXCFED ME ALA.YIMIUM ASO DESIGN PRESSURE RATINGS imoic TE0 ON SHEETS 5 THRU 9. UN ORDER TO VERIFY 7HE ABOVE COND/RON, ULRMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3)MINIMUM EMBEDMENT OF 7/410 x J14'ALL POINTS SOLD-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK NO SHALL BE FIRST REDUCED TO ASO.DESIGN WIND LD4OS BY MUL71PLWNC THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICTED ON SHEETS 5 7HRU 9. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WDM NO STUCCO.- IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON WS P.E,O.AS TESTED WERE NOT OVER STRESSED,A MX INCREASE B.4)IN CASE THAT PREUSI STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS NDE USED IN THEIR ANALYSIS A DURATION FACTOR CO-1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUC7URE'BEHIND SUCH PANELS ANCHORAGE SH4LL BE AS INA'CAIED ON NOTES IN VFMnCA770N-LIF FASTENERS IN-WOOD. Al)AND 8.2)ABOVE• STORM PANELS ADEOLACY FOR IMPACT AND FA77GUE RESISTANCE HAS BEEN VERIFIED W ACCORLWCE WITH—770N 1909.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE MENTIONED CODE AS PER AR REPOR75 i 0121.01-98R,/-OJ29.D1-00,F 0523,OI-00 AND/0512 0 7-03 AND -H4NUFACTURER. 1'0617.02-04,AS PER SSTD 12-99 STANDARD. 7,PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALIAT10N DETAILS SHOWN ON SECTIONS 1 THRU 8(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-HJ4 ALLOY. 9)EXCEPT TMT HEADERS J. 4&5 SHALL NOT BE USED. S ALL AIIIMINUM EXTRUSIONSBE ALUMINUM ASS RON 6063-76 ALLOY&TEMPER UNLESS OTHERWISE NOTED. B.B-SHALL BE THE RESPONSIBILITY OF WE CONTRACTOR TO VERIFY THE SOLWDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS USTUDDED PLATE AND SNAP CAP ARE PA7FVT PENDING. ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SMLL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AMSERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN BUILDINGS 50018 W/50 ksi YIELD STRENGTH AND 90/&TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 9. THE/NSTAUATIDN CONTRACTOR IS TO SM/CAULK ALL SHUTTER COMPONENT EDGES WHICH REA/NN IN CONTINUOUS CONTACT WITTHE 2411.3"1.4• BuLDING TO PREYFNT WIND/RMN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 5,BOLTS 70 BE ASTM A-J07 GALVANIZED S7EEL 08 AIM J04 SERIES STAINLESS STEEL WITH 35 Ms/MINIMUM YIELD STRENGTH. 10. (o)THIS P.E.D.AWNED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMARON FOR A S17E SPECIFIC PROJECT;I.e. WHERE THE SITE CONDITIONS DEVMTE FROM THE P.E.D. 6.ANCHORS TO.WALL SHALL BE AS FOLLOW$•(UNLESS OTHERWISE NOTED) (e)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND/NSTALADON INCLUDING LIFE SAFETY OF WS PROLXACL (A)TO EXISTING POURED.CONCRETE. BASED.ON THIS RED.PROVIDED.HE/SHE DOES-NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT 1/4'a TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BURDEX CONSTRUCTION SAFETY AT SDE 15 THE CON794CTORS RESPONSBILO`Y. 1/4'0 CF TAP-GRIP ANCHORS(BERT64 STUD-CON),AS MANUFACTURED BY TRU-FAST.CORPOR47TON (e) THIS P.E.O. WILL BE CONSIDERED 1NVAL10!F ALTERED BY ANY NFANS. 1/r B ZAM4C NAIUN ANCHORS AS MANUFACTURED BY POW FASTENER$INC, 1/4'0 x 7/8'CALK-IN ANCHORS OR QCO mole&femole 'T'ANELAMTE'AS MANUFACTURED (d)SITE SPECIFIC PROJECTS SIW1 BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR'ARCHITECT WHICH WILL-BECOME TRE BY POWER FASTENERS,INC.AND QCO CONSTRUCTION PRODUCTS, RESPECTIVELY• ENGINEER OF RECORD(E.D.R, FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.- 1/4'0 x J/4'ALL POINTS SOLID-Err ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. ENGINEER OF RECORD,ACRNC'AS A DELEGATED-ENGINEER TO THE P.E.O.ENGINEER,S7W1 SUBMIT TO THIS LATTER-DIE SOE N01E5• SPECIFIC DRAWINGS FOR RENEW. A.0 MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 J/4,•PoR ZAMAC NAILIN ANCHORS 1S 1 J/8'• Ce) THIS P.£.D,SHALL BEAR TH£097E AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT FOR ELCO PANELMAIE ANCHORS/S 7 3/4'AND FOR CF TAP-CRIP ANCHORS IS 1 1/4'. PREPARED IT. A•2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO£MBEDNENT INTO STUCCO It.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VBIBLE LOCATION AT STORM PANEL 1N ACCORDANCE WIN SHALL BE PERMITTED. 1/40-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO DOST,AND 1' SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MINIMUM FOR WALLS WIN NO STUCCO. LABELING TO COMPLY W77H SECTION 1775.8.2 OF THE FLORIDA BUILDING CODE. A3)MINIMUM EMBEDMENT OF'1/40 x J/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/0'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 7/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON 77iE IXBTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS ANCHORAGE S84LL BE AS INDIA TED ON N07ES A 1)&A2)ABOVE. (B)TO EX7SM4*CONCRETE BLOCK WALL' - 1/4'0 TAPLON ANCHORS AS MANUFACTURED BY I.T.W.SUILDEX - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON).AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4'0 ZAMAC NARJN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO mole&AMA, 'PANELMATE'AS ARNUFACTUREDBY POWER - 7/4'0 REDJ/HEAD DPOINTS BOLT SLEEVE ANCHORS �,LRADNUFRACTUREp BY UTED BY 1TW SCREW POINTS VOLT&SP£CWLTY COMPANY. `A111LP��� FLORIDA BUILDING CODE Non High Velocity Hu One Zone \\\yam�\CENg '•.9 02011 ffiTEQ7,we 0.050"BERTHA ALUMINUM STORM PANEL LalR.C/A.a \ _ Al ' NO. 1 (2.25"DEEP) DwWa Br EASTERN METAL SUPPLY, INC 17126MI:1' STATE Of r I L E C O T N C. 4260 WEST Ra DS DRIVE \ TOL?fmina k ENOINramo COMPANY WEST PALM BFMJ/,Ri.57107 �• P:•'CVS\ . �a,sr.ma 7atxw crmars n.urr, PHONr.•(561)209-826.L FAL'(561)841-1716 11-222 Iw.r Im6en-rAm.i e R.m77an-rs7r e�'`F•.•LO R ID, ��IAA\ EB-0006719 •�•� o a ax Da4wu c Ne SV 4� 111 AD�RWA4 U./44 67 m m_r.r , 61frE7 7 or 9 g4uTLN, 2+m• � saoa•lrae. 7.,m• n.su-(JORL MM) Dde1` —.—.-- D' (JO ' ' � . `' MOM'(f ?w*mm) (CmWZ- 73a 7.ttD' 11M' AT/AFPlC,IB£(emJ i.1W 4.500• 1.JD6' 1.607" M M 1 aiXi ltl- ,,, .77! 171' 8.730• R.TA' t25 '� JS' III A R 171 } ITJ_ y Rf33tl e on m �2171'�JA741'�8771•� �2J71'� 11.1L. 7.Jet- FULL ALUMINUM PANEL WJ HEMWED EDGES 1� 7asa iar R 7.3 r r ® 'h"HEADER 3"-6IQx, '-"U"BUILD OUT "U"-NEIDER fxur:aroJ- OxArr,.ye••r 11.r:s•(roru wmrRl .:re•(fCTIL wrong r.�--/2cao-(1700tH✓,•eswra� �—D.aoD•(aaTrema wrong--� 1.100' 0,500' J,3P0' tsta• JJiIXJ" 7,374' !3�" .2Jt' AT A,PO"r(40 _ i 17,�Arfrauas(70) ryry yp�7 �n p (-2l7!'�tD41'�2J71'� -2f71'� .11 !- �„n 7Gq"• n Ron' C? FULL ALUMINUM PANEL WIQ HEMMED EDGES @ HALF ALUMINUM PANEL H3&HEMWI) EDGES M�, soca•w,,. !--•�-s REVERSED "f'ANGLE p•• 7"ANGLE BUILD QUT TTIACK "Fe1 TRICK TRICK .ree� s.a sno*M4�ro "+j'•.17s• mrr cr4 ym lac' ',ouwvTw� asi. X xL : CATAA .r.LY 2000' R:75• low O 10 STUDDED ANGLf 0 r " I 8 f°a TRAGIC ANGLE !! 2 x_5 lMlrx.?x .125 ANGLE ae�J- I swr. .I• acvr:.y»,• saur.Va'.r^ k d �-C 00,DR.Owl d m¢o 0 d era a p 771 114'r 11 taa" DETAIL 1: v m W w o4sT ma svw ACM PUHD WO war oPnaN t �'IIDK 2 JD6 FhETEDROIND HOLE AT PANEL 0 1xA4,a set ® OPTION TO 12 Tw KED'LADLE AT PANEL 1i� 2.760' au* 21ee TB0' elrl�Q - { — , ,fFLORIDA BUILDING CODE Non High Va/oct Hurricane Zona .art• a — np. R1AP8' .i 1i��Q•:• �C,ENS<C'•''. ,nr X70, uTs' m,, r �' �� 02601 nL=D.xrG. 0.050"BERTHA ALUMINUM STORM PANEL Lalox-IA.c. JTe �4 : � p 67fi., . (2.15 AEEP) aJawH V. 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(2.25"DEEP) M*N 8r: ,�� ryos/rJ EASTERN METAL SUPPLY, INC 9UT.t SECTION A-A i L ECO N c. 426a onr ficAcs ma west P*M malk IL 3N07 rum gs7o ♦r>nrxt WG GGMPAMr 11-222 SCALE: 1/8n J"_ ats�K (EJB>J-Is�ro. (Ms��i�is-'InN lflee PHON£.(SBi)X19-81t�M.rseJJBIJ-T7J8 F$-GGY7d7(9 lliY PPLOQM /Ut ACM MX•MI MA GRAWA1i NO K'U.JE)J A Ait/T i,P.E . An m-,.r , SHU7 2 OF 9 f1,1A Lt NJ67 POURED CONCREIE p II POURED CONCRETE OR YARIEs J• OR REWIRED EE CONCRM BLOCK W\ Mv. p I R�ED BLOCK WALL p 7 POURED CONCRETE A OR 60 r J'r LLOY 7705 H-I4 OR CONCRETE BLOCK 8067-TB ALLOY Cant Num.ANGLE CO�OR p p WAIL REWIRED WIM ANCHORS O 12.0.e WALL REO RED GCACREIE z�•drut. WALL REOU/Rm $ •K GG II 1 m1 12"o.G lir.° A CONCRETE LAY �I A 1/4•GAP 11 ® aRQ C. VARIES �RfURRED ALWAIS Mex. — 5 I�- �,OR®ORO 1.000' {I •, \ p OR©OROORO T'r T'r A55' - AL7F—IF LEC LOC4770M T•x 4'r Its' 2'Ner. ♦ ro 2•r J'r.055' 7105-X74 O,9 6067-76 ALLOY ————,=c a a \ p OR® OR Num.MOLE OR 1 . Cont Num.ANGLE c OR.080 5705-N194 SHEET METAL N— Lzi 1/4•f BOLT 4'r 4'..072' BENT PLATE a6 2A a C. JIA-HT4 OR BOBJ-TB ALLOY VIM" Cont AAM.ANGLE ' SEA (Plan CASE R (Plan) CASE C ( Ian) CASED (Plan) SCALE. //4'= 1' SCALE.• 1/4'= 1• SCALE. 1/4•- I END CLOSURES DETAILS SCALE• 1/4•= 1' MAXIMUM A.S.D. DESIGN PRESSURE-RATING- (p.s f AND CORRESPQNDING MAXIMUM PANEL LENGTH "L" POURED CONCREW I C Aon. SCHEDULE FOR A GIVEN PANEL SYSTEM fiWorAL (OPEN POSMON-+)REWIRED. 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' ti , +7Q0, -75.0 8'-6' 6'-8' 8'-6• SECTION 9 FLORIDA BUILDING CODE Non Nigh VeIGO ! 02011 72TEc0,INC. 0.050 BERTHA ALUMINUM STORM PA AAAIO✓R..jAo. +75.0, -80.0 8'-2' 6'-J' 8'-2' SCALE:3/8'= 1' (2.25"DEEP) DwJrN LTr. ypjE MINIMUM PANEL LENGTH/S 3'-0' EASTERN METAL SUPPLY 12/06/1f INC wIe 4266 NEST ROADS DME TILUT TESTING d ENGINEERING COMPANY *W PAW BEACH Tz u407 T f-222 W. PHNE• 80209-=TAL• 4&"-Iv (661)841-1716 .-r(JUp)I-!vr marm. u¢ ua w •arses a.t D.41nP'G M i EB-0006719 AA.MUT.1.PL WALTER moo-r.l WD>.n 6NEEI J OF 8 IDER 4 Lie 4. 1•r 2',.125'Win) ALu,A TUBE W/1/4•r LAG SCREWS -O 6'as 1 4Y ll SCREWS e' f/,Y UG SCREWS O s' I.!. W/1!/2'AM.nMWED 1/,'r LAG SCREWS O T/4'r Uc SCREWS o : O.0 W/1 f/2'AGn. O.c.W/1 1/2'NM P£NE1RAnON ro EXISrING 6.ar W/1 1//22 Nin. 6'O.0 W/7 L/2•um. DREADED MSMAnON M ID PENEIRA)TON TO wow HEADER TNR£ADID PENE'fR1TWN TO MRFADID PFNEfFWnON TO EA7SDAG WOOD HENER, EATSIWG WDOD HEADER. 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THREADED PENETR m T/4'a-ac SCREWS o O.C.w/7 1/2'ihn. 0 2I-O.C_ 2 Op• 6067-75 Al—TUBE-(Cant) A-MIDW)DM�-OF PLATE, ? uLP aC W/1 ///1.1M. 2• •p THREADED PENETRATION O RENJ a Aft (2J I/I'I UC SCREWS O s DWEAOID Pf7JE,RA O E U/ x MOW/OM Lir PL1TE. (1)1/,'r IAD SCREWS O NADMDTH OF PLATE SND(M/DW/DM OF EACH SlUo(N/DHIDM Or EMD•"l'NU.AOMEWL)AND SND 2•Yn.NOMlANLJ AND W/2'Yb,MRFADID PFNEfRA17ON W/2'.ir.111RE•1DET1 PENE7RADON IMO r..I 6 SNED, INTO ftmo sw. LT£RNATIV£ 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON „ i 1 SECTIONS A SCALE:1/4•_I• EXISTING WOOD BUILDINGSMASS A�Q�............. Al'! IC/j DOLTS w/7/e r NOIESt- ♦ Q 4'�V'7-••: `: J/2' 12J'D.C 1.INSTALEAT70NS ARE ONLY VAUD FOR MAX.ASD,DESIGN PRESSURE L� y � I RAZING-UP TO+65.0, -72.0 ps/AND PANEL'S LENGTHS UP TO 9'-0: �•.• •STATE OF B 7 Cmt. 2'.S�oRUTH'ERd PINa�2%SPECFYCDOENSITY 0 M11WRERS TO OR EQUAL d aSDD :ss/ANAL E �\ti''`'. 1 i 6 LAO SCREW O 6• ////////r 2• L/I P •• O.a W E}PER•E 0'411° FLORIDA BUILDING CODE Non High Velocilly'Hu one Zone A VMTH OF PLATE. N07F FOR COMBW47)ON OF SECTIONS: 02017 MMCa W- 0.050"BERTHA ALUMINUM STORM PANEL WALL MOUN17NG SEC77ONS CAN BE COMBINED (2.25"DEEP DRAWN W. ALTERNATIVE 3 EN ANY WAY TO SUIT ANY INSTALLATIO N . EASTERN METAL SUPPLY, INC 'a,1" L E C O 1 ro C. 4266 WEST RaNS DRNE nI TES71N0 a ENOINEERING COMPANY DW PALM BEACA n.JJ407 e•.•My avn s4r,,,bYr.Xt iP.O]Iel CaODVin LID! PHOREi(561)209-0267.FAV(561)641-1716 11-212 (AW7J8ll-IS)r b Avarin aur IM w11111 DRAWHG Ne EB-0006719 �y m-Nr n s WALTER A Lie. A:P.L SNCFT B'@'9 AOAiOA N167 Florida Building Code Online Page 1 of 2 a..t ► C X. z. ..tl Florida Departmento, BCIS Home Log In ; User Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications ( FBC Staff j BCIS Site Map Links i Search Bu sines Professi USER:dut Approval Regulation ProduCt ADDroyal Menu>product or Application Search>Application List>Application Detail �w .�,► -- a FL# FL852 -^ 12 Application Type sion Code Version 010 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4266 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/Emali Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tlliit Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. J- Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R4 C01 ASSA Certification of Independence Drwn 11-137.pd Referenced Standard and Year(of Standard) Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8523 R4 Eauiv ASTM Letter.odf Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvj JC6uOEmpY... 5/18/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 12/16/2011 Date Validated 12/16/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Date Revised 04/28/2015 Summary of Products F Model,Number or Name Description 8523. Bertha HV Bahama Shutter(Non-HVHZ) Extruded aluminum blades assembled together and retained by Drawing Number 11-137 iambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use HZ:No FL8523 R4 II ASSA DRWG 11-137.0f Approved for use TstsNe HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resists Yes Created by Independent Third Party:Yes Design Pressu e:N/A Evaluation Reports Other:Large evel"D",Wind Zone 1,2 and 3,Max.width is 42" FL8523 R4 AE ASSA Product evaluation renort Drwq 11-137.0df and Max.heigt is 96"for+45,-55 p.s.f.ASD design load,Max.width is Created by Independent Third Party:Yes 120"and Max.hheight is 70"for+45,-50 p.s.f. Im ME Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 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 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 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 emalls 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: sCcuritF tit1_'nucs http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvj JC6u0EmpY... 5/18/2015 GENERAL NOTES: 1. BERTHA H:V. BAHAMA SHUTTER SHOWN ON TMS PRODUCT EVALUATION DOCUMENT.(P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK -VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2-010 EDITION OF THE FLORIDA BUILDING CODE. SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4"0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/ S.S.'TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO BROWARD COUNTY) -EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND.LOADS SHALL BE DETERMINED AS PER SECTION 1.609 OF TRE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED-BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1, B.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0:6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D)DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 337 INCREASE SPECIFICATIONS OF THE ANCHORS MANUFACTURER, IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8, EACH SHUTTER'SHALL HAVE A LEGIBLE AND-READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH SILL.BRACKETS DURING PERIODS OF HURRICANE WARNINGS. -BERTHA H.V. BAHAMA SHUTTERS ADEQUACY FOR-IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS j 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510.0106-AND 0621.01-07 A5 PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E=330 STRUCTURE-WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D, BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED-IN THIS 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE = 25.0 ksi MINIMUM (UNLESS OTHERWISE-NOTED). -PERMIT IS APPLIED TO. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL BE OCA ED ON A READILY VISIBLE LOCATION AT 90 ksl TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME UD OR QE IN ACCORDANCE WITH SECTION 5-BOLTS.TO-BE AISI 304' SERIES STAINLESS STEEL WITH 35 ksi.-MINIMUM YIELD-STRENGTH. A715.8.3 OF FLORIDA-BUILDING CODE. ONE LABEL SHALL BE PLACED FOR-EVERY OPENING. 6. kLL.:ALUMINUM-POP'RIVETSTO BE 5052 ALUMINUM ALLOY WITH ALUMINUM.MANDREL -LABELING TO-COMPLY WITH SECTION 1715:8.2.OF THE FLORIDA BUILDING CODE 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. {c) THIS°PRODUCT_-EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER TS GENERIC AND DOES-NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I. e. WHERE THE {A) TO EXISTING WOOD UNITS: SOUTHERN-PINE ND,2, G=D.55. SITE CONDITIONS DEVIATE FROM THE-P.E.D. - 1/4"0 TAPCON-ANCHORS AS MANUFACTURED BY LT.W. BUILDEX, INC. - 1/4 0 x 1 7/16"-PANELMATE INSERTS AS MANUFACTURED BY-ELC07CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE-SELECTION.-PURCHASE AND7NSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2". THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY A.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING MEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 AND,A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE'PROJECT AND (B) TO EXISTING POURED MIN.-f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. LATTER'THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4"0x3/4" ALL-POINTS SOLID-SET ANCHORS AS DISTRIBUTED=BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (e) THIS P:X:D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE - 1/4'0x1 7/16" PANELMATE INSERTS AS MANUFACTURED BY-ELCO FASTENING SYSTEMS, LLC. IpF �..� PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. �, �EF,A.Th B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR 1��I\X ''��ENSF-:`�9`—_ CONCRETE-HOLLOW BLOCK SHALL BE 1 1/4". B.2) MINIMUM EMBEDMENT OF 1/4"0x3/4" ALL POINTS SOLID-SEI ANCHORS INTO POURED FLORIDA BUILDING CODE {!!on High Velocity .Nurriwne Zone) * Z ®2011 mTECO-INC.CONCRETE SHALL BE 7/8" DR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY � "5 ASSA / BERTHA H.V. BAHAMA SHUTTER R.E./AC. EMBEDDED. o'. STATE OF ;'�cc`j DRAWN-BY NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"4-20 S.S. MACHINE SCREW USED W,`-E K'(bRIO' .��I,P ,... AMERICAN SHUTTER SYSTEMS ASSOC., INC. 1 DATE 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. F '� E C / SSS •• •••(� ,Il 'n.T TESTING k ENGINEERING COMPANY 4268 WESiR0AD5 DRIVE ONA;,IFI,11 di w " 1 v ��NGS uia (ESfPAW BEACH.FLO DA33407 11-137 PN:(800'432-2204 FM: 561I 209-8380 E0006719 m w1[ DRAWMC No EB---000"0719 WALTER A TILLR 44 P.E atO a9-1® 11/L/i SHEET 1 OF 7 ROPoCA Lie.[44167 .302° 33" �0 I R0 0 0 n m`° o"e' 1.6.25" Nn 1.700• iA_.213"a°O. �iJD___ R• o 7 .yRa1l.g•3 1_38 o RR. °y". 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D i (z) 1/a"m (3) 1/a•m CENTER MULLION HOLES o HOLES o O a3 1.997" 1/4.0-20x1" LONG t3 THUMEW VIEW BLOCK WOOD ~s%a"o-16z1'CLONG R VIEWS z ACETAL THUMBSCREW: N HO LOCKING ROD AT INTERIOR FIXATION .085" N S` —i 0.90x, oL m f 0 50" t m 9 t o .m P.l p4 A.TIS T _ 875" SERRATED TUBE J 1" SERRATED -TUBE —.940"— (D. 1.750" AGENSF pzG„miEco INC. BUILDING CODE (N-6n Ffigh YelcGty Hurricane Zone) INSIDE AR RM � ASSA / BERTHA H.V. BAkIAMA SHUTTER .. -DRAWN 9T CAMEL BACK HINGEfo.4416 11/22/11 DATE * �-•,•jt�_� ; AMERICAN SHUTTER SYSTEMS ASSOC.. INC. GATE COMPONENTST T�(�F TILLIT TESTING h ENGINEERING COMPANY -258 WE5IRCACS ORWE A••. 5 (�.�{• '`�(/ cwt, W,,PALM BELCH.FLORIDA 3307 _ SCALE: 3/4" c 1' ����(.I.FLDR16�'' \`(I%%% �Ruw.farab�S"•OaW.ca�m�rt�m.alga PH�800){32-? 6 FAX'(581)2CB-fL780 DRAWING N. F�` ` { a�EB-Oa067,9 S RIR NALTER A TUlT J"P.E m"Im ILII ." SNEEi 2 DF 7 PONpl�C ,R� FLORIGA Iia /{{187 a Al ctcow-' �C 5A6A �B CONT.) D 5A,6A CONT.) �C/5A,6A A OR� 6 (CON T.) 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