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Iva OPP : av TI •. i5 Florida Building Code Online Page 1 of 2 Flodda Depamonto( BCIS Home ' Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts Publications FBC Staff ) BCIS Site Map Links Search 1 Busines w , Professi�4�alt g USER:ProdaubliApproval Regulation lation Product Aooroval Menu>Product or Aoolication Search>Aoolication List>Application Detall- C FL# FL11964 Rl Application Type Revision Code Version 2010 Application Status Approved Comments Archived 1 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 Irodriguez@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 IV] Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By John Henry Kampmann Jr. WJ Validation Checklist-Hardcopy Received Certificate of Independence FL11964 RI COI EASTERN METAL Certification of independence drwa 11-226.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODc... 6/27/2015 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 04/22/2015 SummarV of Products FL* Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 11-221 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 RI II EASTERN METAL DRWG 11-221.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large missile.Max.span is 13'-0"for+30,-30 p.s.f. FL11964 RS AE EASTERN METAL Product evlauation ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. report drwq 11-221.1)df See sheet 2 of Installation drawing for other spans and Created by Independent Third Party:Yes pressures. 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 11-226 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R1 II EASTERN METAL DRWG 11-226.ndf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max,span is 9'-10"for+32.6,-32.6 FL11964 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 report drwg 11-226.pdf of installation drawing number 08-149 for other spans and Created by Independent Third Party:Yes pressures. Back Next 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 a-mall 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 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 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: ® cC�ck tiCCUr.t http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODe... 6/27/2015 G`'ENfRAL N07ES: 1. 24 DACE BERTHA-GALVANIZED STEEL STORM PANEL(2'DEEP)SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.) (C)70 EXISTING WOOD FROM£8UILD/NGS, WJTN SPECIFIC CRAWTY C-0.55 HAS BEEN VEPIREDQ FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE THIS 24-GAGE`BERTHA - 1/4'0 TAPCON ANCHORS-.A.S MWUFACIVRED BY LT.W.BWLDEX. GALVANIZED STEEL STORM PANEL(2'DEEP)SHALL Mr'BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-RADE - 1/4'0 S.G. TAPCONS AS MANUFACTURED BY LT:W.BUILDEX. /BROWARD COUNTIES). - 1/4'0 S4MMT5 SCREW ANCHORS(SSC)AS MANUFACTURED BY 17W BUXOEX DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED COD£, NOTESM, FOR A WIND SPEED AS REOL)iRm BY THE JURISD/CRON WHERE THESE SHUTTERS WILL BE INSTALLED AND C.1)MINIMUM THREADED P£NErmnoN OF TAPCONS;SO OR SAMMYS SCREW ANCHORS(SSC)INTO WOOD UNIT SHALL BE 7 1/2" FOR A DIRECRONALTY FACTOR Kd-0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS Z 6 THRU.10, C.2)ANCHORAGE SHAJJ BE PERFORMED BEYOND ANY FTNMH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER IN ORDER TO VERIFY THE ABOVE COND/RON, ULTIMATE DESIGN WIND LOADS DE7ERA4INEU PER ASCE 7-10 FINISH.ANCHORAGE SHALL BE AS INDICATED ON NOTE C.1)ABOVE. SHALL BE FIRST REDUCED TO AS.D, DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO (D)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE R£COMMENDAFONS AND SPECIFTbAIONS OF THE ANCHORS MANUFACTURER. TO COMPARE THESE W/MAX.(ASD) DESIGN PRESSURE RATINGS INDICATED ON S.Ha7S Z 5 THRU 10. 7, PANELS MAY ALSO BE WSTAUEB HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC77ONS 1 IHRU 5(SHEETS 4 It 5'FOR 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL(2"DEEP)ADEQUACY FOR IMPACT AND CYCLIC RE57SFANCE HAS BEEN CONCRETE/BLOCK SUBSTRATES)AND ALTERNATIVES 17HRU 6(SHEETS 8&9 FOR WOW SUBSTRATES)EXCEPT THAT HEADERS z,2A J VERIFIED IN ACCORDANCE WITH SEC77ON.1609.1.2 OF THE ABOVE-MEN170NED-COD£, AS PER AMERICAN TESTING LAB OF &4 SHALL NOTE USED, SOUTH FLORIDA;REPORT If 0304.01-08,AS PER ASTI(E 1886-05,ASTM E 1996-05 AND ASTM E 330-02 STANDARDS; 8.IT SHALL BE THE'RESPONSIBILITY OF THE CONTIMCTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PANEL S TO BE AS WELL AS REPORT F 1220.01-05 AS PER ASTM E 1886-02,ASTM £1996-02 AND ASTM E JJO-02 STANDARDS AND ATTACHED TO INSURE PROPER ANCHORAGE THIS PANEL SHALL ONLY-BE ATTACHED IT POURED CONCRETE:CONCRETE BLOCK OR WOOD AND REPORT j 0926.01-0J AS PER ASTM E 1886-97 E 1995-02 AND ASIM E JM-02 STANDARDS QUALIFIED FOR WIND FRAME BUILDINGS. ZONES 1. 2 AND J. MISSILE RPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATIONS AT NON ESSENTIAL FACILITIES AS 9, THE INSTALARON CONTRACTOR 15 177 S£A,/CAllLK ALL PANEL COMPONENT EDGES Tt1!lCFI REMAIN IN CONTINUOUS CONTACT W7JH THE DEFINED BY SECTIONS 6.2.l.1 AND 6.2.7.2 OF ASTM E 1996-02 AND A57M E 2996-05. BUILDING TO PREVENT WWD/RW INTRUSION.CAULK AND SEAL SHUTTER TIMCKS ALL AROUND FULL LETNGTR 2.ALL STEEL SHEET METAL PANELS SHAH HAVE STRUCTURAL QUALITY ASTM A-653,GRADE BO W17H MIN Fy- 106.0 k9, NRH C-90 T0.24 tAcE BERTHA GALVANIZED STEEL STORM PANEL(2'DEEP)$HALL COMPLY MIN SP£CI17CAPON5 INDICATED W THIS DRAWING PLUS G4LYANI7£D STEEL DESIiNAROAL BY ANY BUILDING AND ZONING REGUURONS PRONDED THE JUR/SOICDON WHERE PERMIT 5 APPLIED 1D. J ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCWRON 6063-116 ALLOY&TEMPERLESS OMERW/5£NOTED.THE.&CKNESS It. SHUTTER MANUFACTURERS LABEL Sh4U BE LOCATED ON A RfAOItr NStBLE LOCARON AT PANEL IN ACCORDANCE WITH SECTION OF ALL EXRTmwa SEAL O£AS SHOWN ON THIS DRAWING, SYDRAI PANEL CO povENN a SKIDDED SNAP TRACK AND 0 FEMALE COVER CAP ARE PATENT PENDING. 17158.2 OFFLORIDABUILDING CODE ONE LABEL SMALL BE PULED FOR EVERY OPENING.LABELING 7D COMPLY MTTF7 SEL N THE 1715,8.2 OF THE FLORILLT BUILDING CODE 4.ALL SCREWS TO B£STAINLESS SIM J04 OR 316'AISI SERIES OR CORROSION RMSTANt COATED CARBON STEEL AS PER DIN 50018 /2, (0)THIS P,&B PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROWDE WFORMARON MR A SITE SPECIFIC PROJECT.-Le. W/50 W Y7fLD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.22.4, WHERE THE SITE CONDITIONS DENATE FROM THE P.ED. S.DOLTS TO BE ASTM A-J07 GALVANIZED STEEL OR AISI 304 SERIES STANLESS SIM NTH 35 1W MINIMUM YIELD STRENGTH. (E)CONTRACTOR TO BE RESPONSIBLE FDR THE-SELECTIOMPURCHASE AND INSTALLATION INCLUDING LEE S4FE7Y OF-IMS-PRODUCT, _RASED ON THIS PIED.PROMED HE/WN£-DOES NOT DEWATE-FROM THS-CONDITIONSDEMILED-ON THIS DOCUAIM.CONSTRUCTION - 6.ANCHORS TO WALL SH4LL.BE AS FOLLOWS(UNLESS,OTHERWISE NOTED). SAFETY AT SITE IS THE'CONM4C70R."S RESPONSIBILITY. (A)TO DOMING POURED CONCRETE,Fc=3192 psi.MIN. (C)THIS P,E.D, WILL BE CONS/DERM INVALID IF ALTERED BY ANY MEANS. - 1/4'0 TAPCON ANCHORS AS MANUFACTUREDBY I.T.W.BUIL.OE. _ - 1/4"0 S.G. TAPCONS AS MANUFACTURED BY LEW.BUILODC. -(d)SITE SPECIFIC PROJECTS (& BE FOR THE EpRo A r AND WHO f){BE RE PO REGISBIBLE FOR AE PROPER WHICH MAIL BECOME - 1/4'0 x J/4'AL POINTS SOUD-SET ANCHORS-AS'DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECWLTY COMPANY. 7H£ENGINEER OF RECORD(f,O S FOR TH£PROJECT AND O I W. BE RESPONSIBLE S FOR THE PROPER USE OF THE SITE --ENGINEER OF RECORD,ACTING AS A OELfGATII7 ENGINEER TO ME PIED.ENG'NEER SFA.!.SUBMIT TO THIS LATTER THE SITE NOTES. SPECIFIC DRAWINGS FOR REVIEW A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TMCON ANCHORS IS 1 J14 (e)INS P.&D.SHAD.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF INE PROFS--7VOWL ENGINEER OF RECORD TINT PREPARED IT, A2)MINIMUM EMBEDMENT OF 1/4'0 x J/4'ALL POINTS SO1.I0-1YE7 ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EMBEDMENT INTO S1UCC0 SHALL BE PERMITTED, 1/4'0-20 S.S.MACHINE SCREW(SIDEWALK BOLT OR TRUSS HEAD)USED SHALL BE 1 t/?'LONG MINIMUM SHOULD STUCCO EXIST,AND J'MINIMUM FOR WALLS WITH NO STUCCO. AJ)IN CASE THAT PRECAST STONE PRECAST CONCRETE FAN£LS,OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONC ENOUGH TO RFACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES Al)&AL2)ABOVE. (8) TO EXISTING CONCRETE BLOCK WALL.ASIM C-90 UNITS.- v4'o NITS- 1/4.0 TAPCON ANCHORS AS MANUFACRRIED BY LT.W.BUILDEx. 1/4'0 S.C. TAPCONS AS MANUFACTURED BY I.T.W. BU/LDE(W/Tin - 1600 P.J.MIN. 1/4'0 x J/4'ALL POWYS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECAL7Y COMPANY W/F'm - MOO P.I.MIN. NOTES: ELI)MW/MUM EMBEDMENT-OF Ti1PCON INTO CONCRETE BLOCK UNHT SHAL BE 1 1/4'. B.2)MINIMUM'EMBEDMENT OF 114r x J/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK.NO EMBEDMENT Wws7UCC0 SHALL BE PERM/T7ED. 1/4'0-2o S5.MACHINE SCREW(SIDEIVALK BOLT OR TRUSS HL'AD).USED j4tt7Nur�yx SHA ONG ULD STUCCO EXIST AND I" IIJUAl FOR WITTI NO O. BJJ N_LCAS£THAT PRELCAST STONEUOR PRECAST'CONCRETE PANELS BEMFNOUND ON THE EXSISRNG WALL,ANCHORS SHALL BE ii��:,.•^••••••, 4/=_ ILIAL tip A TI(Z�T FLDRtt)d BUILDING CODE (Non Htgh Velocity HLrrYtcens Zone) LONG ENOUGH 70 REACH THE MAN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES 8,1) iiiya, �pENS 02011 TITECO.WC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL AS./R.L:/A.a AND 8.2)ABOVE ••'•.•' (2'DEEP) DRAWN W. =7y *? /►/A1�� CAS7ERN METAL SUPPLY, INC, 12/01/11 1 L, .E'C V {Tv C. 4266 WEST ROILS DRIVE ^+ :• t S�Ytt41�Oi" ��i`�i arluff CS77ma&LWGIN fRtx n N PH,(651)SM-600 FFA*(5s1 -4760 1 f-226 d F(O��pP,:'`� ii nmav:poslsn-rsxi.rwcrw 6n-Is1r en.b acR.a au An oAr.o wx ONW04 Ns . -j eCi's••••'•••• ''[•��ry\IIIA WALTER A�TILLt1 P.f. ad Aa-nt 1LW/11 _ SHEET 1 OF 10 FLOR134 L t./44167 ' s/�I/Ilttftt r-zJ7a 6415" MAXIMUM A4$-D.- DESMON PRESSURE RATING .f.) 1-.000• 6.000' 6000• 6.000• AND CORRESPONDING MAXIMUM PANEL LENGTH -L- 1.0 0'r rf.l 'I I 1.0 I r.0 'r I 1 B f 70' (1)t�ALLOWABLE PANE.LENGTH FOR A CNEN POSITIVE ASA OESM L0/D. L-:MAX.ALLOWABLE PAVEL LENGTH FOR A CMH NEWNr A.S.D.OE54N 4010. URE gN cp aC ? (T)PROCE0 To GM A PC.Wnf AO4 OM&DEMW _.Low,AF7ERYME YAnWN PANEL LLNCM'L f�uNO: SCHEDNIE. /�, MON A NECITIV£ASD.DEPW L01o.0MRMWE M MUM PANEL LLM.RI 2-•FROM �--1020•--� FQ �--1.020'--� I—T.OTO'-� F NAL ALW NM ALLOWABLE PANEf.LENGTH 5 Emm ro THE NH'IdLA(DEY&WhM PANEL LENGTH BETWEEN 2t'AND 2--: T ® ) ® J (J)MINIMUM PANEL LENGTH TO BE 48' FULL PANEL HEMMED EDGES HALF PANEL W/0 HEMMED EDGES SCHEDULE it 1 VALID FOR POURED CONCRETE CONCRETE FLOCK AND WOOD SU 7E INSTALLATIONS r'-2.142• MAXIMUM PANEL LENGTH r._.�. e�Es,• 'L+"OR •L (ll.)O _ 6.000• 6.000• 8000' . 1 r.o o'r rr.r -+I.70 -�r.o o �- (I -� ,.ro'r rDE wmo1x51215 , N PIlw PAW f �OZOJ (l�� -NZL Lvxm Y H9YL IOID by tJ'' S2 (� -) Lr(R.) t-frtJ 14 e. 5N JL6 9110' �- J4.0 9•-Y 8•-IO•2.010•--I I--LORI'--I J60 9'-4' 9'-10' JB.O a'-7• e'-EO' FULL PANEL W/.HEMMED EDGES HALF PANEL W1 HEMMED EDGES 400 a-10' B•-/0' STORM PAILO � NEL SCALE JIB'= 1" 44.0 8•-5• 460 8'-J'- '9'-I' 480 CCNCRt7E ANCHORS(SEE SOHEDULfJ J'� 50D 7•_EE• 8'-4• I Min.I Mox_ I Nin. 0 0 0 510 54.0 r-r 7'-+B• 5S0 Y-5• 7'-5' SEE CLOSURE 57.0 7•-4• 7-4' /--D FAILS ON SHEET 5 58.0 2•-8' T'-B• � JU- L-1 I I \-Jj \-J SEE A. A d ` "—DETAILS DNSHEET 5R � � SECTION A-A j1E„FFFFAA.,,,. N, r, s 1LL111\\Q��..R•A•.T. FLORIDA BUILDING CODE (Non High Velocity Hurricane Ione) C ENS,( 1/�y 02011 ROMA Mc. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL F:S/P.E./A0 � (2"DEEP) DPAM 6Y. MJ' I CONCRETE ANCHORS(SEE SCHEDI/LE) I .7•I ; (:•-c{y � ax. u.x• 12/06111 1 Nin. ,` F�1ST£RN METAL SUPPLY INC. STORM PANEL E N;R. am -p i�-' yr-, 1 L ECO]N C. 4168 HEST ROWS URNf TYPICAL ELEVATION 9 A Qf `� ifLUT TEgSnTLNO a EHGINEERINO COMPANY WEST PAW REA O. TL 1)M ]T-126 N. T. 5. -�'��f`'•.AOR I DP k�QdA1 am�b r(mfla 0-"6719(•Wu�M,n iflaa PH.-(WSJ]-60gR FAA`(%rJ 188-4280 art ORAWfNC Na bJl WALTER A MUT - S/ 1' FEDRWA Ile.tF 14167 SNEE!T OF 10 h z.reT h 2.76• 2.J68' O r- C N .110• N ^ ��. 1.J50' 'jy� 214' ^ + yo + I R.200. .092• ,�� s i n 094' + R� g v )25' R.J25' M •2.066' ry "1'Trn. _3000' ?� H .090• Obi 1 R.125' in „J Ati1X. �a`£n. N I1P. I IIL .062' N .094 N 1^.I50' —'.N ._.ILL I f-- O 200- 2.289' 00• 2.269' J8 LL2.125F� 2.!25' 2'464' L.000"Max�� 2.47)'— 2.493'--{ 70• —""EA DER OPT/ONAI� O BUILD OUT ph" HEADER (J--MAX p Q 3" ANGLE BUILD A ® U HEADER OUT BRACKET .37 ' �r � T.EGr CIF() •!6B' 1.000- am • 1/4'-20 r J/4'£5. L- 03'1 ' 0.317' o.J/7' KNURLED - 7- WASRER LR.762' ?_ .090' I J 1 O. ^^ ++ L .090' �z0oo'--I lu Rd EDGE°FOO 0.625 .037' �[-O9J'TYP. •� EDGE OFQ ROUND HOLE AT PANEL STUCCO TRACK �9 LARGE KEY HOLE ® 1SEY HOLE WASHER ® STUDDED ANGLE 3105-H)54 ALUM. ALLOY .848" 0 9 440' .095• 705' .sso''R .6 .28r ,219' 1T —.�� .860•�� i— _20 x J S.S. © °a COMPONENTS L.340 813• KNuacm-s,DDs wi RL902' _WASHERED WING NUT .: rte._ r z. WASRER WNGNUIS® R,.6zB• DIE CAST (ZINC ,¢( 7) 1112•.ac. N -n R.,os• I 062• NICKEL PLATED R.206' 1 � 7YP. i ,1�' �ER A. Tj� FLORIDA BUILDING CODE (Non High Velcel)y Hurricane Zone) Q• /J. 02011 MIECO.AC. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL l:s/R1./A.°. ................ (2'DEEP) DRAWN Br. 10 STUDDED SNAP TRACK 1©_,EMALE COVER CA / N " EASTERN kr7AL SLY, /NC. a° 44 4268 WE=T lxzws DRNE T/LIJT TEST/NO 4 ENCINE[RIN6 CDNPANY WEST Pau BEACH/L M407 TATE4u!xK.wx M J0.t nacuw 0A'6>aL n yiaa PN:(s6,)3Jl-6061 FAx:(561)588-4780 ))-226 OF +`� nx�.:(Jm )1-1vo EBPs - - WIND No wia Lk�'%u/6ic mm vmm sRDa J D,10 1/4 -W sD.R05ONS Ar(SWCONCR O ' OqCuO/RNEC0RETE B. , N i 4- 44Q- E / ss ($E£SCHEDULE) OR /4h-2O TRUSS /f / DACMN£ BOLT®9 W OR I + SCHEDULE) aa W/®AT 72' ANCHORS SPNCET7L2E tOR - J REQUIRED GS A5 q j (Sff SCN£OULf � d' 'POURED CONCRETE j POURED CONCRETE W ! 1 OR CONCRETE BLOCK I I POURED CONCRETE I OR CONGRf7E BLOCK I 1 2 POUREDREQUIRED �_= 3 REOUpT£O 7 � I I I I I h I 1 I I I I !'Nin.SEPARATION � i i i i � I 1 I I TO GLASS i -jT 1'A $L ARATION I J I I I I TO CLASS dlm.SEPARATION TD GLAS$ I I � 1 I ( �• i 1 i I i i � I j i I I I I 1 1 SERAR477ON I t I i I TO GLASS I I I 5 4-2 I HEAD tC.E. I I ! t SCREWS W/©Ar 72' O.C.I 1 e i t E. D. i Cont 7/4-20x9/4'SS 1 .� 1 1 i SOAt1RE tiE10!�, i t SCREWS W/l'Sr AT 64 POURED CONCRETE ETE i i i I [ij I ANCHORS OR CONCRBLOCK j (SEE SCHEDULE) _ a XQUIRED a I I W I I POURED CONCRETE - T CONT. q 1 REDDEJE BLOCK (OPEN POSRA'TN f) t=/=0 � ED REQUIRED SECTION A ANCHOR ANCHSRS£O^Ute. G A� ANCATRSJ� f (SEE SCHEDULE) 1 ( L) - 6 Cent CAP TD IN CVERRS SECTION 0 TLVCHOR S C-t' Nom.' i Ar HURRIGfNE POURED CONCRETE OR CONCRETE BLOCK ONDIV&M REQUIRED I I 1 •� I I I I BOLTS ARE 31410.31='PICK HEAD AKCHINESCREW WILENOTH AS POP NOTES A2 B2(SHEET r) I 1 1 BUILD O�U/T INSTALLATION ;RUSS HERD BOLJS ARE 1110.716.7TPCK HEAD M4CNINE SCREW W/tENGm AS PER NOTES A2 B.2SHEET 7 POURED CONCRETE I I 1 I OR L'ONORSTE BADCK i i &Cant. sECTION I REQUIRED T (OPEN POSITRON t) POURED CONCRETE -REQUIRED SECTION ® STUD SEC77ON 4p STUD SECT/ON 2 BALL ASC FLOOR MOUNVNG INSTALLATION WALL MOUNTING INSTALLATION ,11TION Ts,,,,�,,,••,,,,- SECTfON 3 4 . Tj/'-- FLORtDA,'$UILDWG CODE (Non High Velocliy Hurricane Zone) (2'DEEP)O:nJr DL7Ec0.Ir. 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL- Ks./a.C./A.G ' �t ,•'•., v�` DRAW w: NOTE FOR COMBINATION OF SECTIONS rr EASTERN.METAL SUPPLY, INC. DAM'r E.0. EDC£DISTANCE w `.L G C O INC. 4268 WESr ROADS DRVE (SEE SCHEDULE ON �''f !y� W6T P.itlt 90%at R IMT WA�FLOOR MOUNRNG SECTIONS CAN BE -'O; SHEET T) 7{' TAttTT'fE'STAND-�fNC1NCfRiNQ roNPANY PM 361 STS-6061 FAM(561 366-1780 T i—'226 COMBINED IN ANY WAY TO SUIT ANY INSTALLAnON. ` TAT �• azs+nx aml.ra u rxx w.nr«c ao[rs n yr4e ( ) ) :, a QI' prtenn:(,iq�fe),-IlJe.! (Jalblr-,Slr �— I p y,4 DRAWlND No WALTERBA TLur Jr.PC ShaT 4 OF rD S•' 1 TT.MBDA Lie.j 40167 • POURED CONCRETE, 2"w J'x.093"3105-NJ4 OR CUT PANEL CONCRETE BLOCK NOR 11 ALLOY Cant Num.A1tt.IV OR 2 it xGOO 6763 tj4 ALLOY TAPCON ANCHORS a t?'0.G FRAME REQUIRED .GO" t ' ANC', f Min. /—114 UPCON ANCHORS -i}--� (SEE SCHEDU E D' 1 / a 12°'0.C. 114'CL 1.000" HALF PANEL —1 REQUIREPoURID CONCRETE �±�� -- %/moi'/ V OURED CONCRETE. 2'x 4'x.125' "T 125' BLOCK Jl05-N{4-OR 60a.T-T6 ALLOY ^ OR 2'k4 WOOD I Lbn{.Alum.AN CLE I FRAME REWIRED I D. 4 GEnL CASE A (P/an CASE LJ (Plan) ' 9I k P2WRED CONCRETE, CaNCREJF BLOCK i YAR/ES J'g a OR 2'A4'WOOD I Maw. CRANE REQUIRED X - BUILD OUT DISTANCE POURED CONCRETE CONCRETEOCK w ' ORR2 2*.4'is'NVOD P J Awr REQUIRED 1'Nin.SEPARATION TO CLASS I114-2.0*Yl SS SMIC tj4-20xJ 4'S5 SOUME gn a NEAO-12AT 12'SCREWS ' HEM MACH WE'SCREW'5 '� +d' BO'C L JJS' W/®AT 12"O.C. -g .............. N y IRMA (TIP) CASE 'E---(Plan) Cant Ll N / tj4-2OxJr4'SS SOt1AR£a•_�--rr�a POURED�NCRETE 7� MEAD MAN SCREWS i"x 4'..072* I REOUWED ;J I W/®Ar 12"O.C. ConL Num.��- ALLOT 114'CL WX. CrURED E1CONCRETE B� SEE £.D. T'RAL{2,REQUIRED CASE B (Pla ) 1/477 ANCHORS 2500'Min CEILING & FLOOR MOUNTING �r 2.5DD• f a 12 INSTALLAU N - SECT/ON 5 Mln. CASE F (Plan) PoURED CO CONCRETE BLOCKLOCK OR 2.4'WOOD -� SCALE I 3/8"- t' FRAM£REWIRED 1.000• 2'x-2'w.055'TO ALIfRNATE LEG LOCATION .. E 0.e EDGE DISTANCE22''x:9•X.05 Cant 1 ENL? CLOSURES D TE AILS ( C EDULE OM .080'J105-17154 SHEET SCALE: 114'o J" NETAC ANm.BENT PLATE+ f NOTE FOR COMBINATION OF SECDCAFS: CASE ti {PlaPr) High WALL/FLOONAMUNG MOUNTING SECTIONS CAN BE ''''" A'-:"- FLORIDA BUILDING CODE (MER AST Velocity PANEL r.s. Zone) COMBINED IN ANY WAY TO SUIFANY INSTALLATION. rri+Ll'P�-O A. Tjj�/<<r a2Grt mrECD,u 24 GAGE CALUANt2£L}(2£D I STEEL STORM PANEL rsjWN By., 1w wN 9r. 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( 0Inc. 4288 WEST RQWS DRW . s ...... w 17I/—082/1I f61 mur resnNo dENONmava cONPNY P•(SBIwcsr PAw a acw n J3407 ONAL S )33-BOdTA (561)s8B-7804b.fn( m.l4 P Ori[ DPAWHO NO EB-0008718 WALA A 77Lur..Y.P.E. (AO m-tra J- - - SHEET}O OF t0 t20,wA L0.1 4067 t� 5 6 6 Rear Property Address: 8240 Hidden Pines Road Ft. Pierce, FL 34945 170mph Wind Zone Exposure C Roof Height<20 feet Zone 5 Required DP For 10 Square Foot Opening+40.2/-53.8 Vasd 7 Item# Product Size Quantity FL# Zone DP 1- CWS 8100 52 x 74.75 3 5823.1 4 67.5 2- CWS 8100 50.75 x 75.25 1 5823.1 4 67.5 3- CWS 8100 24.125 x 75.125 2 5823.1 4 67.5 4- CWS 8100 24.125 x 75.125 1 5823.1 5 67.5 5- CWS 8100 51.75 x 37 1 5823.1 4 67.5 6- CWS 8100 35.75 x 75.125 2 5823.1 4 67.5 LEFT 7- CWS 8100 46.5 x 58.625 1 5823.1 4 67.5 RIGHT 8- EAS Sheet 5 74.75 2 16051.2 4 50.1 Replace 11 windows and 2 mullions size for size. Please see attached SLCPA footprint for exact product locations. 5 Front 4 3 2 1 8 1 8 1 Drywall Y Tile-Ceramic 0 FrcdlotAir ELE 1 MAXIMUM 100%, 100% 0% f V V V'w'w4�YY♦�►w\L VYLNA YYY t�.• . 24 f t+ t a. l: s• e a t 4 f f a" 4 .t t i.. s 0 yQ1�+' t ay �p try }? ►. LL �. .23 G 6/28/2015 Florida Building Code Online �t � r ` � a= `< �. Al Fbdda DeWt onto` BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats&Facts Publications FBC Staff BCIS¢Site Map Links i Search BusinesR icUr°�a'Professi l US Public e Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail t 3, 'c FL# FL5823-R5 .. Application Type Revision Code Version 2010 Application Status Approved Comments Archived Cl Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 (352) 368-6922 ekoss@cws.cc Authorized Signature Michael La Fevre mlafevre5l@gmail.com Technical Representative Brian Tenace Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 btenace@cws.cc Quality Assurance Representative Jeff Thompson Address/Phone/Email 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 221 jthompson@cws.cc Category Windows Subcategory Single Hung 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 Lucas A. Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 Validated By Steven M. Urich, PE rA Validation Checklist- Hardcopy Received Certificate of Independence FL5823 R5 COI EvalRep CWS-155B (SH-8100. Impact).pdf Referenced Standard and Year(of Standard) Standard Year AAMA/W DMA/CSA/101/I.S.2/A440-05 2005 ASTM E 1300-04 2004 ASTM E1886-05 2005 ASTM E1996-06 2006 PA/TAS 201/202/203 1994 Equivalence of Product Standards http:tovww.floridabuildirig.orgtpr/pr_app d.aspx?param=wGEVXQwtDgvMdF6zR41HLrSiEW2m3mv6jvA9cAQ%2flkM`/o3d 1/3 6/2812015 Florida Building Code Online Certified By Florida Licensed Professional Engineer or Architect FL5823 R5 Eouiv SH-8100 Equivalencv.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/01/2011 Date Validated 12/13/2011 Date Pending FBC Approval 12/20/2011 Date Approved 01/31/2012 Date Revised 04/14/2015 Summary of Products Model,Number or Name Description 823.1 8100 Vinyl Single Hung 8100 Vinyl Single Hung (Impact) 5 ) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 II CWS-155B (SH-8100, Imoact).odf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile, see installation dwgs. for Max. size FL5823 R5 AE DuPont PVB NOA 11-0624 01.pdf and DP. FL5823 R5 AE EvalRep CWS-1558 (SH-8100, Impact).ndf FL5823 R5 AE Mikron NOA 11-0830 09.ndf Created by Independent Third Party: Yes 5823.2 SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double Single Hung), Impact, 74 1/8" x 63". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 II CWS-440A(SH-8100. Impact, 74x63. Approved for use outside HVHZ:Yes ContHdSl).Ddf Impact Resistant:Yes Verified By: Lucas A:Turner 58201 Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile, DP +67.5/-70.0 psf w/Std. sill, DP+/- Evaluation Reports 70.0 psf w/ high rise, Max, size 74 1/8"x 63". Outer lite in FL5823 R5 AE DuPont PVB NOA 11-0624 01,odf I.G. must be safety glazed when used above 30 ft. in HVHZ. FL5823 R5 AE EvalRep CWS-440A (SH-8100. Impact. 74x63, ContHdSI).pdf FL5823 R5 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 5823.371SH-8100 Cont. Hd. &Sill SH-8100 Cont. Hd. &Sill (double SIngle Hung), Impact, 74 1/8"x 72". Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 II CWS-491A (SH-8100, Impact, 74x72, Approved for use outside HVHZ:Yes ContHdSI).pdf Impact Resistant:Yes Verified By: Lucas A. Turner 58201 Design Pressure: +67.5/-67.5 Created by Independent Third Party: Yes Other: Large Missile, DP = +/-67.5 psf, Max. size 74 1/8"x Evaluation Reports 72". Outer lite in I.G. must be safety glazed when used above FL5823 R5 AE DuPont PVB NOA 11-0624 01.odf 30 ft. in HVHZ. FL5823 R5 AE EvalRep CWS-491A (SH-8100. Impact. 74x72, ContHdSI).odf FL5823 R5 AE Mikron NOA 11-0830 09.odf Created by Independent Third Party: Yes 5823.4 SH-8100 Vinyl Single Hung Heavy SH-8100 Vinyl Impact Single Hung w/ Heavy Duty FMR Duty Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 II CWS-369B (SH-8100. Impact, 52x72. 100 Approved for use outside HVHZ:Yes DP), df Impact Resistant:Yes Verified By: Lucas A.Turner 58201 Design Pressure: +100/-100 Created by Independent Third Party: Yes Other: Large Missile, 52"x 72", +/- 100 psf. Evaluation Reports FL5823 R5 AE DuPont SGP NOA 11-0624 02.pdf FL5_8.23 R5 AE EvalRep CWS-369B (SH-8100, Impact, 52x72, 100 DP).Pdf FL5823 R5 AE Mikron NOA 11-0830 09.pdf Created by Independent Third Party: Yes 5823.5 SH-8100 Vinyl Single Hung Oriel SH-8100 Vinyl Single Hung Oriel Window w. HD FMR, 5 HI httpl/www.floridabuilding.org/pr/pr_app dU.aspx7param=wGEVXQwtDgvMdF6zR4iHLrSiEW2m3mv6jvA9cAQ%2f1kM%3d 2f3 6/2812015 Florida Building Code Online sash. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL5823 R5 II CWS-295A (SH-8100. Impact, 52x96).pdf Approved for use outside HVHZ:Yes Verified By: Lucas A. Turner 58201 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: +67.5/-67.5 Evaluation Reports Other: Large Missile, 52"x 96"w/ 5 HI sash, +/-67.5 psf. FL5823 R5 AE DuPont PVB NCA 11-0624 01.Ddf FL5823 R5 AE DuPont SGP NOA 11-0624 02.Ddf FL5823 R5 AE EvalReD CWS-295A (SH-8100. Impact, 52x96).pdf FL5823 R5 AE Mikron NOA 11-0830 09.12df Created by Independent Third Party: Yes Back Next 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 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 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: iCFickM scourityS(y.ytti" 1 httplAkww.floridabi ilding.org/pr/pr app Ol.aspx?param=wGEVXQwtDgvMdF6zR4IHLrSiEVV2m3mv6jvA9cAQp/o2flkMp/o3d 313 SINGLE HUNG ELEVATION (LARGE MISSILE IMPACT) PVC IMPACT REQUIREMENT: 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA 54 318" BUILDING CODE,CURRENT EDITION OVERALL FLANGE WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) 53 1/8"MAX.UNIT WIDTH 3.CONFIGURATIONS:"OX". 4.DESIGN PRESSURE RATING: 4815/16 371/4" -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. GLASS DLO OVERALL FLANGE WIDTH -POSITIVE DESIGN LOADS BASED ON,TESTED PRESSURE,WATER q, E INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300. 7 8 _r __ 5.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS MAX UNIT WIDTH PRODUCT. SEE SHEETS 7-8 FOR INSTALLATION DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 77114' 3113116" MAX. 1 / OVERALL I _GLASS DLO__ 6.PRODUCT APPROVED FOR IMPACT RESISTANCE.THE IMPACT SWEEP LOCKS ARE INTENDED TO FLANGE F / BE LEFT UNLATCHED DURING NORMAL OPERATION OF THIS PRODUCT,BUT MUST BE ENGAGED HEIGHT 8 O I 631/4" / PRIOR TO EXPOSURE TO HURRICANE WINDS AND FLYING DEBRIS. B 3315/16" OVERALL I I 7 GLASS FLANGEI I 7.ALL FRAMES AND VENTS FULLY WELDED.SMALL JOINT SEAM SEALANT USED AT FIXED MEETING DLO HEIGHT RAIL AND JAMB. 70 I / I GLASS 8.REFERENCE TEST REPORTS:NCTL-210-3668-1,-1A,-2,-2A,NCTL-210-3669-1,AA,-2,-2A MAX.MA / UNITDLO HT. U 9.SERIES!MODEL DESIGNATION SH-8100. HEIGHT 10.1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY 1 I I TRANSFER ALL LOADS TO STRUCTURE.BUCK AND FRAMING IS RESPONSIBILITY OF ARCHITECT OR ENGINEER OF RECORD. MAX- SASHI GLASS MAX / 11.THE DESIGNATION X AND O STAND FOR THE FOLLOWING:X=OPERABLE SASH,O=FIXED SASH HEIGHT /� SASH/ HEIGHT I ^ I GLASS DLO 12.SECTION CALLOUTS APPLY TO ALL ELEVATIONS INA SIMILAR LOCATION. 1 � +� I 13.SWEEP LOCKS INSTALLED ON WINDOWS OVER 37"X 62" — -- 4"O.0 D GLASSSS DLO WEEPS(TYP) 7 315116" 45.3/9'_ MAX SASH WIDTH GLASS DLO 4911/16" MAX.SASH WIDTH DESIGN PRESSURE RATING DESIGN PRESSURE RATING ±67.5 +67.5/-75.0 B UPDATED PER 2010 FBC 11/08/2011 TEF LUCAS A TURNER,FL.P.E.,58201 q I UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 i %< �CE%dS'•yQ��i U• � F •"2• w1NDows&Dooxs TABLE OF CONTENTS Ji•. No 58201 �i�+ 1900 SW 44TH AVE. CALA,FLORIDA 34474 GENERAL NOTES&ELEVATIONS........1ITLFGENERAL NOTES&-ELEVATIONS-LARGE MISSILE IMPACT ANCHOR SCHEDULE&NOTES.............2 Lucas A.Tumer,P.E. 2011-11-29 00:54-05:00 ,9'. STATE OF 1 w+' SERIES: DRAWN BY: ATE: GLASS DETAIL........................................3 'O�. �: 8100 06/10/2008 SECTION VIEWS...................................4-5 THE INFORMATIONCONTANEDOPRIE IN DRAARY NDCONFIDWING IS ETIALSOLE PROPERTYOFC8/11 ��',n�Sc< R P�'\ ,` MODEL: MALE: ADE NO.: EXTRUSIONS&INSTALLATION DETAIL........................7 8 WRITTEN SYSTEMS, IN.ANY REPRODUCTION WINDOWS SYSTEMS,OR AS WHOLE )WITHOUT THE ��i��slp(vA'rc��`� PVC SINGLE HUNG O LETTER:B HEFT: 1 OF 8 155 6. INSTALLATION ANCHORS, INSTALLATION ANCHORS, MAX =A, C. SEE NOTE 2 SEE NOTE 2 M (TYP) fYP) 4-MAX.(TYP) �-j—8"MAX.OC(TYP)IMIDSPAN �PMAX.OCMAX(TYP) -- 1 -- _- 6" -�{ 4"MAX.(TYP) - 4"MAX.(TYP) MAX(TYP) --/ -- 4"MAX.(TYP) 14"O.C. 6.MAX.OC MAX[TYP) O�CMAX.(Y (TYP) 6"MAX. �_ O 10 13/18' (NP)1 MAX O•C• E-1 II O 76" B 4" 4 B L I I I O I MAX 4' I 62' UNIT MAX I HEIGHT I �/ i I �/ i HE I T / X X I Y I I V I Ift 11,14 ♦ -- �—INSTALLATION 36" ANCHORS,SEE NOTE 6 J 53 118" C INSTALLATION MAX UNIT WIDTH UNIT WIDTH ANCHORS,SEE NOTE 6 INSTILLATION MAX ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FIN) ANCHORS,SEE NOTE 4 THRU FRAME IMASON THRU FRAME(WOO D THRU FRAME(MASONRY) THRU FRAME(WOOD) MAX UNIT SIZE:53-1/8 x 76 MAX UNIT SIZE:53.1/8 x 76 MAX UNIT SIZE:36 z 62 MAX UNIT SIZE 36 x 62 (W/SWEEP LOCKS) (W/SWEEP LOCKS) DP+67.51-75.0 DP+67.5/-75.0 NOTES: DP+67.5 1 1 DP+67.5 1.INSTALL ONE ANCHOR AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 114". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. 3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 4.3116"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY.A MINIMUM EDGE DISTANCE OF 2 1/2"SHALL BE ACHIEVED IN ANY DIRECTION. 5.#10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 13/8*INTO 2 BY WOOD BUCK.A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN ANY DIRECTION. 6.#8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114"SHALL BE ACHIEVED IN ANY DIRECTION. B UPDATED PER 2010 FBC 11/08/2011 TEF 7.ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL.DISSIMILAR MATERIALS OR MATERIALS IN LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS. 8.INSTALLATION SHALL NOT BE USED ANCHORS IACCORDANCE ANCHOR N SUBSTRATES STRENGTHS ESS THAN HE MMANNINSTALLATION TIONS,AND ANCHORS MINIMUM STRENGTH SPECIFIED BELOW. `�OQ�.��G E .:Qy�^ wnvDows&Doo Rs 9.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: J= •to. A.WOOD-MINIMUM SPECIFIC GRAVITY OF G=0.55(SOUTHERN PINE OR GREATER) No 58201 1900 SW 44TH AVE. B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. * L yy. CALA,FLORIDA 34474 C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). * TITLE: ANCHOR SCHEDULE&NOTES-LARGE MISSILE IMPACT 10.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE WITH THE • X90 STATE OF :�� FRIES: RAWN OVERALLATE: CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS ,n•,t P.:2 8100 qpE 06/1012008 PROPRIETARY AND CONFIDENTIAL 1OF CUSTOM10,•' \�� MODEL: CAE: .NU.: FMAIWMA 20(FIN WINDOWS),),FMAAMA/AAMAN DMA 300 WINDOWS), THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM �IrFSS. ��`� PVC SINGLE HUNG NTS CWS-155 FMAANDMA 250(BOX WINDOWS),FMA/AAMANVDMA 300(EXTERIOR DOORS). WINDOW PERMISSION OF CUSTOM WINDOW SYSTEMS,R AS WHOLE PROHIBITED.WTHOUT THE rrrr lt7f�q;`�G �r• REV.LETTER:B 'HEFT: 2 OF 8 7/8"OVERALL INSULATED GLASS 718'OVERALL INSULATED GLASS 7/8"OVERALL INSULATED GLASS 7/8'OVERALL INSULATED GLASS 1/8"ANNEALED 1/8"ANNEALED 1/8"TEMPERED 1/8'TEMPERED 7/16"AIRSPACE 7/16'AIRSPACE 7/16"AIRSPACE 7/16'AIRSPACE 5/16"LAMINATED GLASS 5116"LAMINATED GLASS 5/16"LAMINATED GLASS 5/16"LAMINATED GLASS 1/8"ANNEALED 1/8'ANNEALED 1/8"ANNEALED 1/8"ANNEALED .090"PVB INTERLAYER BY DUPONT .090'PVB INTERLAYER BY DUPONT .090"PVB INTERLAYER BY DUPONT 090'PVB INTERLAYER BY DUPONT 118"ANNEALED 1/8'ANNEALED 1I8'ANNEALED 1/8"ANNEALED DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL DURASEAL BY TRUSEAL 18 PURFECT GLAZE"H'OR SIKAFLEX 552 16 PURFECT GLAZE"H'OR SIKAFLE(552 18 PURFECT GLAZE"H"OR SIKAFLEX 552 18 PURFECT GLAZE"H"OR SIKAFLEC 552 EXTERIOR EXTERIOR � 12 T 1 12 12 1/2"GLASS BITE 112"GLASS BITE 1/2"GLASS BITE 1/2'GLASS BITE ..... ..... 8 8 4 4 9 9 FIXED LITE SASH LITE FIXED LITE SASH LITE GLASS TYPE A GLASS TYPE B FULL SIZE FULL SIZE B UPDATED PER 2010 FBC 111/0812011 TEF LUCAS A.TURNER,FL P.E.,58201 A I UPDATED P,,EE�R_�NEW FBC REQUIREMENTS 07/07/2008 P�10RE H ��OQ�.��C E N S�GPti: wBJDows DOORS 58201 �-P: 1900 SW 44TH AVE. * * yr CALA,FLORIDA 34474 ITLE: O :7}t STATE OF �w: GLASS DETAIL-LARGE MISSILE IMPACT SERIES: DRAWN BY: ATE: 'O A,, 8100 ADE 06/10/2008 THE INFORMATION CONTAINS OIN THIS DRAWINGRIETARYAND ISTHE SOLE PROPERTY OF 2IDENTIAL8/1 OM ',-I�s' a t�'G�`.�, MODEL' SCALE: L�• WWINDOW SYSTEMS.INC.RITTEN PERMISSION OF CU TOM WINDTOW SYSTEMS,,IINC.SIS PROHIBITEDHOUT THE '��gS�pNA;E?�.�� PVC SINGLE HUNG REV.LETTER.B HEET: 3 OF 8-155 39 3 18 3 21 11 21 10 15 41 ' 41 1 EXTERIOR 26 38 46 20 SECTION VIEW B-B 12 18 ;O 21 12 20 EXTERIOR 4 18 38 30 12 29 31 7 12 8 13 5 1 6 38 14 18 32 48 25 O 16 19 40 p 2 0 41 8 38 12 13 g 14 SECTION VIEW C-C ,� it� I 15 ALTERNATE FIN DETAIL 25 O 8 UPDATED PER 2010 FBC 11/08/2011 TEF LUCAS A.TURNER,FL P.E.,58201 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 40 16 2 o NOTE: ITEMS 22,27,28,33-37,43-45 ARE NOT `.`SGP'��O E NSF•'R�i °'wwoows&HDQRS 41 SHOWN.ITEM 31 IS NOT USED IN No 58201 "P%: 1900 SW 44TH AVE. THIS WINDOW. *: * * CALA,FLORIDA 34474 TITLE: :-G*. t ac SECTION VIEWS 53 1/8"x 76"-LARGE MISSILE IMPACT SECTION VIEW A-A �� SV: STATE OF :4U SERIES: RAWN B : ATE: :O 8100 ADE 06/10/2008 PROPRIETARY AND CONFIDENTIAL 11/28/11 �i��'.,C O�t1d P•�2,� MODEL: SCALE: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM '�I�,ss ��,� PVC SINGLE HUNG NTS CWS-155 WINDOW WRITTEN PERMISSION OF CU TOM WINDOW SYSTEMS,,IIN.IS PROHIBITED. THE �j��Q(�f p,{��,,, REV.LETTER:B SHEET: 4 OF 8 39 318 11 3 21 INTERIOR 10 21 15 41 1 k � EXTERIOR o O 38 0 il 26 12 20SECTION VIEW B-B 12 20 TYPICAL HORIZONTAL SECTION NOTE:LEFT SIDE SHOWS FIXED LITE CUTAWAY, RIGHT SIDE SHOWS SASH CUT AWAY EXTERIOR INTERIOR 4 18 30 29 38 31 7 5 � 6 12 8 32 18 38 48 25 O 9 19 40 0 2 p 12 $ a1 38 9 ALTERNATE FIN DETAIL SECTION VIEW C-C 25 B]-UPDATED PER 2010 FBC 11/08/2011 TEF 40 LUCAS A.TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 2 `aaaaaaPNpRE1N+T�i�� 41 NOTE: �`per.•' GENS•�Q 4i ITEMS 22,27,28,33-37,43 45 ARE NOT .� F••':�cr� M�D�ORS SECTION VIEW A-A No 56201 . : 900 1SW 44TH AVE. SHOWN.ITEM 31 IS NOT USED IN THIS CALA,FLORIDA 34474 WINDOW. it :jrITLE:SECTION VIEWS 36"x 62"-LARGE MISSILE IMPACT '9'• STATE OF '�� 0,� F �,, SERIES: 8100 HAWN BY:ADE ATE: 06/10/2008 THE INFORMATION CONTAINED IN THIS DRAW NGY AND OIS�HE OLE PROPERTY OF CDENTRIL USTOM OM `��I�V^'4 o R 10 A G�2.� MODEL: CALE: D.: WRITTEN SYSTEMS.INC.PERMISSION OF ANY WINDOW SYSTEMS RASS WHOL WITHOUT THE ,�/��S��NA`rf•`,aa�a PVC SINGLE HUNG REV,LETTER B SHEET: 5 OF 8-1 B5 ITEM# PART# DESCRIPTION MATERIAL VENDOR 31/8" -{ 1 K6031 Frame Head, 3 1/6" I Fig,Single Hung RIGID PJC MIKRON FRAME CORNER 2 K6031 Frame Sill,Fig,Single Hung RIGID PVC MIKRON 1116" 2 3116" CONSTRUCTION 3 K6031 Frame Jarrb,Fig,Single Hung RIGID PJC MIKRON 1/16" 4 K1836 Alum Fixed Meet.Rail ALUMINUM KEYMARK 5 56063 Fixed Rail Cover RIGID P/C MIKRON 6 K6027 Sash Top Rail RIGID PJC MIKRON 211/16• :h.:3 3 9116• 0 15/8' 6 7 K1497 Reinforcement for STIR ALUMINUM KEYMARK Lr 8 H-6028 Sash Bottom Rail RIGID PVC MIKRON 9 H-1699 Reinforcement for SBR ALUMINUM KEYMARK CORNER WELD(ALL SIDES) 10 H-6004 Sash Side Rail RIGID PVC MIKRON PVC SASH TOP RAIL-6027 11 51498 Reinforcement for SSR ALUMINUM KEYMARK PVC FRAME FLANGE-6031 4 PVC FRAME FIN-6048 12 56064 Glazing Bead RIGID PJC MIKRON 13 83118 Keeper,Sweep Lock STS SULLIVAN -13116"- 1 15/16" 14 83541 #8x 1/2",Pan Head,Tek ZINC SULLIVANL � t0 �r1118^-{ 1116" 15 84632 Sweep Lock ZINC SULLNI 16 P-4633 Barrel Fastener STS FASTENAL 1 L11H 1/18• 1 518" q5/16'17 Block&Tackle Balance STEEL CALDWELL 8 18 Purfect Glaze"H'or Sikaflex 552 SILICONE HENKEJSOW L 19 Sash See Glazing Chart(pg3) GLASS CARDINAL PVC SCREEN SUPPORT-6014 20 Fixed See Glazing Chart(pg3) GLASS CARDINALFIXED 21 83429 Wstp.,0.270 x 0.187 back FinSeal NYLON ULTRAFAB PVC SASH SIDE RAIL-6004 PVC SASH BTM.RAIL-6028 SCREWED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 22 R-4638 #8 x 2-1/2 Ri Mod.Truss,Type A,TE(2 STEEL FASTENAL 4 23 #10 x 1 1/2"Panhead SMS STEEL FASTENAL 24 Flat Washer STEEL FASTENAL 21/8" 1 1/8" 15116" 25 56014 Screen Supp RIGID PJC MIKRON 1/1 g• 26 S6013 Screen Support RIGID P/C MACRON 7/16• �5/8' 27 P-4051 #8 x 1 1/4"Ph Ph TEC,Mt. ZINC FASTENAL I 4 1/2" 7 F•--1 112' 7/8" 28 P-3748 #6 x 0.625"Quad Ph TBC,Mt. ZINC FASTENAL 1" -1/16" _j 29 83783 Irrpact,LockSTS INTERLOCK 6 ALUM.FIXED RAIL-1836 SASH STOP-6025 30 P-4069 Impact,Keeper STS INTERLOCK PVC SCREEN CATCH-6013 ALUM.REINF.TOP RAIL-1497 31 P-4264 #8 x 3/4 FH Pi w/#6 Head,TEK,Wht STS FASTENAL 32 PL3218 Screen Frame ALUMINUM ALLMETAL 114" 1 33 83321 Screen Corner Key PLASTIC M&M 34 83228 Screen Spline RUBBER DA PA 7/8• 1 1/2' 1/16' -3• 35 83581 Screen Cloth VPII'L WAR ��JJJJlllla•�{36 P3033 Screen Spring STS. HURLEY �iw 37 83029 Screen Rr0 Tab Sll$ HURLEY SCREW SUPPORT-3113 38 83352 Set.Blk.1/8"x 5/8"x 2" RUBBER FRANK LOWS15 PVC GLAZING BEAD-6064 3116'39 P-3768 #8 x 5/8 Phil Pan Zinc ZINC FASTENAL ALUM.REINF.S.B.R./S.S.R.-1498 40 P-4479 Weepcover PLASTIC M&M ALUM.REINF. BTM RAIL-1699 41 P-3113 Screw Support RUBBER TEAM 11 UPDATED PER 2010 FBC 11/08/2011 TEF 42 86025 Sash Stop RIGID P/C MIKRON 045. LUCAS A.TURNER,FL.P.E.,58201 A I UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 43 P-3059 Sash Cam PLASTIC M&M 44 P-3295 Take Out Clip STEEL SUMMIT 45 P-3342 Seam Sealer - SLICONE SCS 1 Slt6" 5 ♦�%♦ r'6£h'"•'TCi�Q�� 46 P3752 Hole Pug PLASTIC M&MD(K)RS 47 H-6048 Frame Head,FIN,Single Hung RIGID PJC MIKRON ;' No 58201 :�i1: 1900 SW 44TH AVE. 48 FL4959 Wstp.,0.420 x 0.187 back NYLON ULTRAFAB CALA,FLORIDA 34474 TITLE: PVC FIXED RAIL COVER-6063 = Q.. EXTRUSIONS/B.O.M.-LARGE MISSILE IMPACT Az :9=• STATE OF :�Z •• /U; ERIE 8100 PAWN BY:ADE ATE: 06/10/2008 PROPNOTE:ALL ALUMINUM EXTRUSIONS ARE 6063-T6 THE INFORMATION CONTAINEDIN�THI THIS IETARY AND STTHE SOLE PROPERTY OFCUSTOM ,��s•�QR,�P_`C'\�`, MDDEL.PVCSINGLEHUNG SCALE 1:2 CWS-155 WRITTEN PERMISSION OF CUSTOM WINDOIW SYSTEMS,IINC.SS ROHIBITED. THE 11jis1Oh111;1,�,,♦ REV.LETTER:B HEET: 6 OF 8 INTERIOR FINISH INTERIOR FINISH INTERIOR FINISH BY OTHERS BY OTHERS 1 114"MIN.EMBEDMENT 13/8"MIN.EMBEDMENT BY OTHERS [C] [D] SEALANT BETWEEN BUCK p•,• _ AND OPENING BY OTHERS CONCRETE/MASONRY :•y'}ri`r}; {:y,ti{ < BY OTHERS ••j•r •r•• ': IF 1!4"MAX.SHIM 1/4"MAX.SHIM , [Ell [Bl 2 112°MIN.EDGE DIST. INSTALLATION ANCHOR,WAS 3116'DIA. 4 4 °•°• 7/8"MIN.EDGE DIST. [C] '+: MASONRY SCREW WITH WASHER . . D THRU SCREW SUPPORT � 4 '• [ ] [C] • ,� 0•e• CONCRETE/MASONRY • p• • p• p p. p.,ti^ti.+, ^ a p• • n• .p. . •.,+• MIN.EMBEDMENT BY OTHERS 1 114' ti • p• • p• p • p• [Cl .• p`INSTALLATION ANCHOR, p• p• a.a.. Ls ''• 010 WOOD ANCHOR WITH EXTERIOR FINISH =+:; •• WASHER THRU SCREW 1 BY WOOD BUCK !p .• '" SUPPORT[D] BY OTHERS B OTHERS. 2 1/2"MIN.EDGE DIST!a• : 4 •"♦'1�-2 BY WOOD BUCK ICI EXTERIOR ° ° BYOTHRS PERIMETER SEALANT 4 .'. • • :..°♦�[Al BYINSTALLER 4 t t+. f / +�,��.{• ,, SEALANT BETWEEN SEALANT BEHIND 1/4"MAX.SHIM 1 BY WOOD BUCK f SEALANT BEHIND BUCK AND OPENING FLANGE BY INSTALLER 161 BY OTHERS 1 FLANGE BY INSTALLER PERIMETER SEALANT BY OTHERS [A] EXTERIOR FINISH) PERIMETER SEALANT BY INSTALLER BY OTHERS BYINSTALLER EXTERIOR FINISH HORIZONTAL SECTION INSTALLATION ANCHOR,3116"DIA. /B�HORIZONTAL SECTION BY OTHERS 7 FRAME(WOOD) MASONRY SCREW WITH WASHER 7 FRAME(MASONRY) THRU SCREW SUPPORT lCl INSTALLATION ANCHOR,3116"DW MASONRY SCREW WINEOPNE EXTERIOR BACKED WASHER THRU SCREW SUPPORT[C] EXTERIOR SEALANT BEHIND ..q "3 FLANGE BY INSTALLER U I BOTTOM SWEEP LOCK ACINATED ONLY O DURING HURRICANES.(SEE NOTE 6,SHT1) PERIMETER SEALANT SEALANT UNDER SCREW INSTALLATION ANCHOR,3/16"DIA. BY INSTALLER HEAD BY INSTALLER. MASONRY SCREW WNEOPRENE O SEALANT UNDER SCREW BACKED WASHER THRU SCREW HEAD BY INSTALLER SUPPORT [C] EXTERIOR FINISH p• ° D♦ •D♦• ♦• ♦•D♦ BY OTHERSD• ♦ ♦ D D SEALANT BEHIND ♦ ♦D ♦D 1/4'MAX.SHIM FLANGE BY INSTALLER y BOTTOM SWEEP LOCK ACTIVATED ONLY D ° - o D e D ►• D ♦• o D [gJ DURING HURRICANES. Do D♦ �♦ D•D• ♦ ♦ °P♦• °D D D—�D ♦ D. ♦ ♦D o D D ♦' ° ►• 0 1 1/4"MIN.EMBEDMENT PERIMETER SEALANT O D p• ♦D ►D D D♦ ♦ D♦D♦J D• o D• i [C] D BYINSTALLER 1!4"MAX.SHIM 21/2°MIN.EDGE DIST. 181 [C] EXTERIOR FINISH O SILL STOOL BONOTHERS ASONRY gLTERNATE PRECAST SILL DETAIL BY OTHERS •• BY OTHERS 7 FRAME(MASONRY) B UPDATED PER 2010 FBC 11/08/2011 TEF c p•p• USE SOLID WOOD LUCAS A TURNER,FL.P.E.,58201 A UPDATED PER NEW FBC REQUIREMENTS 07/07/2008 p• ••P••�• •p••p SUPPORT TO MAKE p• p� , •o�p•p• p, p• p•p p• .A••p, REFERENCE NOTES: p p• • ••p • p• � p p• •: SILL LEVEL BY OTHERS 11111 DRE.4y++++i� {.4�ktdiCZL p =. p. �•=,p,app. pp• •• . ,.p. p• p•p [A;SEE NOTE tO.SHTt ;�-j, 'E�i$ L,pti�. IVW)Nr)OWS&DOORS p• p• •p. p•. p• B SEE NOTE 283,SHT 2 a•—•: •p. • •p p; ,p p. •�•p"�.• _LL1/�MIN.EMBEDMENT [C] SEE NOTE 4,SHT 2 •" XC„ • [C] [D] SEE NOTE 5,SHT 2 4 v: No 58201 1900 SW 44TH AVE. CONCRETE/MASONRY of 1 CALA,FLORIDA 34474 BY OTHERS * ITLE 21/2"MIN.EDGE DIST. INSTALLATION DETAIL FLG-LARGE MISSILE IMPACT [C] '9'. STATE OF �� SERIF R WN BY: ATE: HIGH STRENGTH O A ��: 8100 ADE 06/10/2008 STRUCTURALTIONCONTAI PROPRIETARY AND CONFlDENTAL 11/28/11 to 0*-.*' "•.'O Fj% ' \�� MODEL' SCALE: W .N GROUT BY OTHERS 7 FERAME(MASONRY) WINDOW PERMISSION.ANY R PR WINDOW SIN PART OR AWHO B WITHOUT THE ,��i�StO(NA1 rGN�t� PVC SINGLE HUNG EV.LETTER:B HEFT: 7 O 8-155 SHEATHING 1 1/2"MIN.EMBEDMENT BY OTHERS [EI o, INSTALLATION ANCHOR, EXTERIOR FINISH---,,-,.-.,, BY OTHERS .�• #8 WOOD SCREW WNVASHER °°tPo• [EI t• SEALANT BEHIND FIN •': BYINSTALLER o• 2 BY WOOD BUCK BY OTHERS [A] WINDOW WRAP o••8 BY INSTALLER •d4to oP�a 1/4"MIN.EDGE DIST.[E] 1/4"MIN.EDGE DIST.[E] PERIMETER SEALANT BYINSTALLER 25 2 BY WOOD BUCK 1/4"MAX SHIM 1/4"MAX.SHIM BY OTHERS [e1 [B] [A] INSTALLATION ANCHOR, #8 WOOD SCREW WITH WASHER [E] 1 1/2"MIN.EMBEDMENT [E] SHEATHING '• ,o•o b BY OTHERS ��;,y,+o •�P��qq,� o D EXTERIOR FINISH BY OTHERS WINDOW WRAP BYINSTALLER SEALANT BEHIND FIN BYINSTALLER PERIMETER SEALANT BYINSTALLER BOTTOM SWEEP LOCK ACITVATED ONLY O DURING HURRICANES(SEE NOTE 6,SHT 1) HORIZONTAL SECTION I FIN(WOOD) O REFERENCE NOTES: 1/4"MAX.SHIM SEALANT BEHIND FIN [B] [A] SEE NOTE 10,SHT 1 BYINSTALLER 4 [B]SEE NOTE 2 ,SHT 2 _ [C] SEE NOTE 4,SHT 2 B � [D] SEE NOTE 5,SHT 2 B UPDATED PER 2010 FBC 11/08/2011 TEF PERIMETER SEALANT ob o 1/4"MIN.EDGE DIST.[E] [E] SEE NOTE 6,SHT 2 BYINSTALLER t I s tl i LUCAS A TURNER,FL.P.E.,58201 A I UPDATED PER NEW FBC REQUIREMENTS 10710712008 o;0 2 BY WOOD BUCK o n WINDOW WRAP o [j OTHERS <<' ORE A, 'll��i BY INSTALLER •4'o. A N oot• INSTALLATION ANCHOR, `�OQ •�\OEN,y�.,:Qy i� " RS INSTALLATION EXTERIOR FINISH ,o• #8 WOOD SCREW WITH WASHER v f� No 56201 '.'O�, 1900 SW 44TH AVE. BY OTHERS o.o [E] ?*,.� �*,E CALA,FLORIDA 34474 SHEATHING y` ITLfNSTALLATION DETAIL FIN-LARGE MISSILE IMPACT 1112"MIN.EMBEDMENT v" '�'�', STATE OF UC BY OTHERS (TYP) 10.• " SERIES:1. RAWN BY: ATE: 8100 ADE 06/10/2008 THE INFORMATION CONTAINED PROPRIETARY DRAWING IS THE SOLE PROPERTY OF CUSl OM ,',I�is•<O.�.`O�_`�\?�, MODEL: CALF: NTS W G. O•. FINRM.L SECTION WRITTEN SYSTEMS, IN.ANY REPRODUCTION WINDOW SYSTEMS,ORASIS WHOLE PROHIBITED.WITHOUT THE '�iq +ONp;,% `fit PVC SINGLE HUNG REV.LETTER:B 'HEFT: 8 CWS-155 Florida Building Code Online Page 1 of 2 11�0 Flonda Cepa tmentcf BCIS Home ( Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff I BCIS Site Map Links Search Businesj Profess i1�)1 + ��'�USER Product Approval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail 0u "9 FL# FL16051 Application Type New Code Version 2010 Application Status Approved Comments Archived C7 Product Manufacturer Eastern Architectural Systems Address/Phone/Email 16341 Domestic Ave. Ft. Myers,FL 33912 (800)432-2204 Ext 4314 thoard@easternmetal.com Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J.Hoard Address/Phone/Email 10030 Bavaria Road Fort Myers,FL 33913 (800)432-2204 Ext 4314 thoard@easternmetal.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions 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 Hermes F. Norero the Evaluation Report Florida License PE-73778 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Locke Bowden © Validation Checklist-Hardcopy Received Certificate of Independence FL16051 RO COI COI EAS Mullions SS.odf Referenced Standard and Year(of Standard) Equivalence of Product Standards Certified By Sections from the Code 1715.5.5 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND Wr... 6/27/2015 Florida Building Code Online Page 2 of 2 Product Approval Method Method 2 Option B Date Submitted 10/26/2012 Date Validated 10/26/2012 Date Pending FBC Approval 10/31/2012 Date Approved 12/04/2012 Summary of Products FL# Model,Number or Name Description 16051.1 Clipped Aluminum Bay Mullions Aluminum Mullions Limits of Use Installation Instructions Approved for use in HVHZ:No FL16051 RO II EAS057 SS.odf Approved for use outside HVHZ:Yes Verified By: Hermes F.Norero,P.E. Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other:When used in areas requiring wind borne debris FL16051 RO AE PER2199 SS.Ddf protection this product complies with Section 1609.1.2 of Created by Independent Third Party: Yes the 2010 Florida Building Code and does not require an impact resistant covering when used in Wind Borne Debris Region Zone 3 or less.Individual window units must be pa ated where applicable. 16051.2 Clipped Aluminum Tube Mullions Aluminum Mullions L of Use Installation Instructions Approved for use in HVHZ:No FL16051 RO II EAS056 SS,odf Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero,P.E. Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:When used in areas requiring wind borne debris FL16051 RO AE PER2198 SS.Ddf protection this product complies with Section 1609.1.2 of Created by Independent Third Party:Yes the 2010 Florida Building Code and does not require an impact resistant covering when used in Wind Borne Debris Region Zone 3 or less.Individual window units must be impact rated where applicable. Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cooyriaht 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 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 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: sthe k al �CCUrItVAtii'riitCS i http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtFPmdYiND Wr... 6/27/2015 EASTERN ARCHITECTURAL SYSTEMS 1Ensfera CLIPPED ALUMINUM TUBE MULLIONS sysirews AHCiiITECTI,RAI EASTERN ARCHLTECNRAL SYSTEMS W030 BAVARIA ROAD GENERAL NOTES: FT.MYERS.FL 33913 PH:(800)432.2204 FX:(239)369-2412 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FBC,SECTION 1715.5.5. Z_ V m m TABLE OF CONTENTS � O Z M 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS Z N a O #o ZONE 3 OR LESS.INDIVIDUAL UNITS MUST BE IMPACT RATED. SHEET REVISION SHEET DESCRIPTION O c; a m 4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FORTHIS PRODUCT IN WIND BORNE DEBRIS REGION ZONE 4. I - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS ¢Z, 2 - MULLION SECTIONS D S. ADEQUACY OFTHE EXISTING STRUCTURAL CONCRETE/MASONRYAND 2X FRAMING AS A MAIN WIND FORCE w RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3 - ANCHOR CLIP DETAILS FOUNDATION ISTHE RESPONSIBILITY OFTHE ENGINEER OR ARCHITECTOF RECORD FORTHE PROIECTOF INSTALLATION. 4 - TYPICAL MULLION 6 CLIP ASSEMBLIES Z p ¢ m&,- 5 - V X 3-1/8'(LIGHT)MULLION DESIGN LOAD TABLES ]ii m p 6. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 6 - 1"X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES 1- w m a FOR THE PROJECT OF r K INSTALLATION. 7 - 1"X 4"MULLION DESIGN LOAD TABLES n" 7. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A 8 - 2"X 4"MULLION DESIGN LOAD TABLES SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN 9 - 2"X 6"MULLION DESIGN LOAD TABLES NON-HVHZ AREAS.IN HVHZAREAS,ONE TIME PRODUCT APPROVALTO BE OBTAINED FROM MIAMI-DADE PERA. 10 - MULLION DETAILS T 8. MULLION&CLIP MATERIAL:ALUMINUM 6005-TS&6063-T6(AS NOTED) 11 - m MULLION ASSEMBLY EXAMPLES '^ 9. MULLIONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL. �' 10. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLION O CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. Z 11. IN ACCORDANCE WITH THE 2010 FBC SEC.2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME (� INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4.2. u wr� 2 'wr--{ r wr-}-wr-{ w I I p L i i INSTRUCTIONS: R MULL \� 0 0 SPAN•L• 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE A MULLION THAT PROPERLY FITS THE FENESTRATION PRODUCT. ANCHOR CLIP. O TYP / \ 3. DETERMINE WHETHER ASSEMBLY REQUIRES ONE-WAY ORTWO-WAY MULLIONS: Z ASSEMBLIES CONSISTING OF STACKED OR SIDE-BY-SIDE UNITS REQUIRE USE OF ` 7 ONE-WAY MULLIONS. %%ASSEMLIES Y UNITS MULLED VERTICAL SPAN MUL PBE MULLLONSING REQUIRE USEIPLOF TW WAY MULLIONS. . ONS.TOGETHER WITH �� yQ '......... ••..... /✓� VERTICAL MULL SEE SHEET 11 FOR ASSEMBLY EXAMPLES. Q ••'R E SPAN'L• MULL MULL IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. I` 2 SPAN V SPAN•L' 4. VERIFYTHAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN A PRESSURE OF OPENING USING CHARTS ON SHEETS5-9. LL = F" MULLION p � 0 � 5. QUALIFIED CLIP TYPESAPPEAR ON SHEETS S-9.MULTIPLEANCHOR U) F TYP. /� /� / \ 'W2• •W2� TYPE/SUBSTRATE/CLIP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. V> D 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL �(S.l••'• 01 00 r GOVERN OVERALLASSEMBLY DESIGN PRESSURE RATING. I'll, �•••*PRQ` /S 0 1L �, .. m ? Iii Q m Z n r w1 t wl -< z ti Y LL Q I- p 0 i U= N Z ANCHOR CTYP z " Digitally signed by Hermes F Norero,P.E. DwG#: TYPICAL MULLION ASSEMBLY HORIZONTAL"T" MULL SPAN HORIZONTAL SPAN Reason:I am approving this document EAS056 Date:2012.10.26 10:43:35-04'00' SHEET: 1 01`11 INSTALLATION INSTALLATION Eastern SHEETS ANCHOR(SEE NOTES "MIN. ANCHOR(SEE NOTES 11/2"MIN.EMBEDMENT ARENITEETl3gAL /I SHEETS OR 21/2" EDGE DIST. SHEETS TE t., OR .,P,r, CONCRETE 9VtlPtMF3 ° MASONRY BY OTHERS EASTERN ARC TECnAML SY53'FMS p ,� 10030 BAVARIA ROAD dFT.MYERS,FL 33913 CAULK BETWEEN < e a ° 3/4"MIN. ° EXTERIOR MULLION CLIP PN(SM)432-22w F%:(239)369-2412 CONCRETE/MASONRY A 1X ° 11/4"MIN. WOOD BUCK BY OTHERS d' ° '° EMBEDMENT EDGE DIST. o ————— ——�P m IZIaa CONCRETE OR v Z Z MASONRY BY OTHERS w ixm ;�:�l X WOOD BUCK �` � BY OTHERSCAULK BETWEEN a o (a Q= CONCRETE/MASONRY&2X w�w H m¢ WOOD BUCK BY OTHERS ¢ H a p¢m MULLION CLIP 2 X WOOD BUCK u~ a j Z N m TYP, BY OTHERS ° Lu /m�a¢ uj 10 _ a m EXTERIOR I I INTERIOR ° ' MULLION TYP. I ITYP LION INTERIOR o NOTE .0 g VERTICAL SECTION DETAILS SHOWN ARE TYPICAL FOR [�HORIZONTALSECTION 2 HEAD-CONCRETE/MASONRY ALL MULLION 6 CLIP ASSEMBLIES. 2 JAMB-ZX WOOD BUCK z SIDE VIEW-VERTICAL SEE SHEETS 5-9 FOR ALLOWABLE SIDE VIEW-HORIZONTAL MULLION CONFIGURATIONS,SIZES, O AND DESIGN PRESSURES. H Z INSTALLATION (") EXTERIOR I I INTERIOR INSTALLATION ANCHOR(SEE NOTES Lu ANCHOR(SEE NOTHORIZONTAL ES SHEETS 5-9) W I I MULLION SHEETS 5-9) MULLION,TYP. p I I TYP. I I I I I I I I I d HORIZONTAL Z I I MULLION CLIP 'U•CLIP MULLION,TYP. ``�� TYP. TYP. . ��,..'i.... tij EXTERIOR INTERIOR EXTERIOR INTERIOR p .19 e A ° ° ° 11/4"MIN. MULLION CLIP LL: F �� .d, °' ° EMBEDMENT I ® ® TYP. ��: �i;i PRECAST SILL .4 ° I I VERTICAL ••,•• :a BY OTHERS e I I MULLION,TYP. I I �i��d�y•• •'Ol I I VERTICAL �ii� �c P¢ MULLION,TYP. INSTALLATION li m¢ m Z J ANCHOR(SEE NOTES 2 1/2"MIN. 1-In Z x Z ¢~- SHEETS 5-9) EDGE DISTANCE p o 3 =2 Z A VERTICAL SECTION HORIZONTAL SECTION HORIZONTAL SECTION DWG#: v 2 SILL-CONCRETE/MASONRY T-MULLION INTERSECT DETAIL 2 X-MULLION INTERSECT DETAIL EA5056 SIDE VIEW-VERTICAL SIDE VIEW SIDE VIEW SHEET: 2 OF 11 — FRA EAaassvatTeeMra 'n 2.000" 2.125" 2.000" 0.125" 0.125" EASTERN ARCNERUR SYSTEMS t0030 BAVARIA ROAD MMYERS.R33911I Pk(800)432di61 F%:(239)3692412 I I I 2.251" v Z m m —— r 0.250" r 0.250" J� H#v --- -- ----- 1 1 L ---- -- HZ~ viooS In _ ® 2.251" N .-i .i ® ® O ® ® ® • a m t 5: H mw m 0.250" ua a0.506" 1,960" 0.625" Z . u' Z- 10.460' 10.460" 0. 5'�722" ¢¢ �m ui 1" MULLION 'H' CLIP 1" MULLION 'U' CLIP 2" x 5" ANGLE CLIP a ALUMINUM 6063-T6 ALUMINUM 6005-T5 ALUMINUM 6063-T6 H ANGLE CLIPS SHALL BE USED a IN PAIRS AT MULLION ENDS. >- T m 2,000" ^0.125" z � J o Z NOTES: H 1. CLIP DEPTH VARIANCE BASED ON MULLION DEPTH AND WALL THICKNESS.SEE SPECIFIC N II I MULLION SHEET FOR ALLOWABLE CLIP TYPES. � o 2.250" I CHOOSE CLIP LEG DEPTH THAT EQUALS MULLION CAVITY DEPTH. WHERE APPLICABLE ANCHOR PLACEMENT Inn VARIES WITH CLIP DEPTH.SEE MULLION ' SHEETS FOR DIAGRAMS OF SPECIFIC CLIP O Z I` 2.625" CONDITIONS. m 3. MAINTAIN SCREW HOLE OFFSET FROM CLIP 0 0 EDGES AS SHOWN. �� 'O o- 0. �u 0.750" 0.375" $ AP Lc F 4.000 2" x 4" ANGLE CLIP ALUMINUM 6063-T6 N_ Taj ANGLE CLIPS SHALL BE USED � m ¢ m Z J IN PAIRS AT MULLION ENDS. o 0 3 F' U M v Z 1,0 1 V) DWG#: EA5056 SHEET: 3 OF 9 9 OPTIONAL NOTCH Eastern AT CLIP WINGS R Aa SVP1@{APPAL EASTERN ARCHITECTURAL SYSTEMS 10030 BAVARIA ROAD FI.MYERS.FL 33913 PN:(8XJ 432-2204 FX:(239)369-2412 U� 7 Z W H#v e OPTIONAL NOTCH Z p m in m n AT CLIP LEGS ¢j � o= x afc¢ U1 ¢2 wwwZwV MULLION a DD a N m v w Qm 'U'CLIP AT MULLION Lu m o Z INTERSECTION d Do'o o w 1.m h1 � o. x 2> U'CLIP ANCHORS, (- CLIP NOTCH DETAIL(TYP.) TYP. OPTIONALNOTCH AT ANCHOR CLIP a � T NOTE:CLIP LEG DEPTH SHALL BE SUCH THAT THE LEGS FIT TIGHTLY (n INSIDE MULLION TUBE I Z 'H'CLIP ANCHORS, I I O TYP. I H Z z MULLION ENDS MAY BEI I 'H'CLIP AT H NOTCHED TO ALLOW OPENING MULLION FLUSH FIT AT CLIPS �I Lu w DC o OPENING SUBSTRATE BY OTHERS I I 0 z ` END NOTCH DETAIL(TYP.) ,.••t OPTIONAL NOTCH AT ANCHOR CLIP AT MULLION ENDS F MULLION & CLIP ASSEMBLY(TYP.) bL NOTE:ASSEMBLY SHOWN ABOVE IS �i�d •" DIAGRAMMATIC IN SCOPE.OTHER CLIP 6 i� *pRo�� MULLION ASSEMBLIES ARE ALLOWED,SEE SPECIFIC MULLION SHEET FOR DETAILS. n Q m Z DO3F' YS UZ 2 1n DWG#: EA5056 SHEET: 4 OF 1 DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT)MULLION(PSF) ONE-WAY MULLIONS •' J Eastern r48" N TRIBUTARY WIDTH'W' r�� l ARcN1Tc TU"L 18" 24" 30" 36" 42" 48" 54" 60" � p_,M" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION w2 EASTERN AR[HMMAAL SYSTEMS 1m30BAVARIAROAD MULLION FT.MYERS.FL 33913 " 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 PN:($X)432-2204 F%:(239)369-2412 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L Z j M o m 60" wl Z 200.0 200.0 200.0 191.4 176.7 167.5 162.4 160.8 72" 185.2 145.9 122.8 108.0 98.1 91.2 86.4 83.3 J J Oo X ��m Q m 84" 114.3 89.3 74.5 64.9 58.3 53.6 50.1 47.6 96" 75.4 58.6 48.6 42.1 37.5 34.2 31.7 29.8 a w`~J'Z H m¢u` 108" sz.a ao.s 33.5 28.8 25.5 23.2 21.3 19.9 ONE-WAY MULLION DIAGRAMS mm�n T 'o wm -.{ 4�� m I 1.000° X o uj j¢e a uj w ¢ o F2 w C]uo = 2 m DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(LIGHT)MULLION(PSF) P Wl+W2 TRIBUTARY WIDTH d m d TWO-WAY MULLIONS 0.125" TRIBUTARY WIDTH'W' r48" AN 3.125" 18" 24" 30" 36" 42" 48" 54" 60"" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 _T MULLION MULLION w2" 200.0 200.0 200.0 200.0 191.4 167.5 148.9 134.0 I _j V) 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 L 0.375" Z 60" 200.0 200.0 160.8 134.0 114.9 100.5 89.3 80.4 w, 1" X 3-1/8" (LIGHT) MULLION 0 z 72" 162.1 121.5 97.281.0 69.5 60.8 54.0 48.6 O ALUMINUM 6005-T5 84" 102.1 76.5 61.2 51.0 43.7 38.3 34.0 30.6 II CL 96" 68.4 1 51.3 1 41.0 34.2 29.3 25.6 22.8 20.5 �wt�~ Lij� 108" 48.0 1 36.0 1 28.8 24.0 1 20.6 18.0 1 16.0 1 - TWO-WAY MULLION DIAGRAMS w w TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. Z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. ® O O `� 2 3. SEE THI5 SHEET FOR SPECIFIC MULLION DIMENSIONS. �� O �(a�� 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ® `�� Q�,..`4•••• •tij i 5. ANCHOR REQUIREMENTS: •WOOD:#12 WOOD SCREWS •CMU:3/16"ITW TAPCONS 3 11 12 U- : F- •CONCRETE:3/16"ITWTAPCONS U CLIP 2 X 5 ANGLE CLIP - •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) U) ~ ALUMINUM 6005-T5 ALUMINUM 6063-T6 p 6. INSTALLATION SUBSTRATES: �;.-p"'MUST BE USED IN PAIRS i •• .•' a� •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"d EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55. U-CLIP FOR USE ONLY IN ;&, F •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"d EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL MULLION-TO-MULLION BE MEDIUM WEIGHT CONFORMING TO A5TM C 90. CONNECTIONS •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"6 EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ® ® w m< m Z MIN.4000 PSI. <0 Z-1 Y U- ¢F- •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. o 0 3�, u= U Z 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. ® ® ® p DWG#:: NOTE:SEE SHEET 3 FOR SPECIFIC 'H' CLIP EA5056 CLIP TYPES AND DIMENSIONS. OF ALUMINUM 6063-T6 SHEET: DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(HEAVY)MULLION(PSF) R ONE-WAY MULLIONS Eastern SPAN TRIBUTARY WIDTH'W' t-L-I ANCNITBCTUAAL 18" 24" 30" 36" 42" 48" 54" 60. 9vr�reua 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION W EA5TERN ARCWTEMPAL 5Y5TEM5 10030 BAVARU ROAD MULLION FT.MYER5.FL 33913 36" 200.0 2DOD 200.0 200.0 200.0 200.0 200.0 200.0 PN:(8007432-2200 M.(239)769-2472 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L a0 wt o Z m 60" 200.0 200.0 200.0 191.4 176.7 167.5 162.4 160.8 Z Z m tri a o S a>m^. 72" 200.0 182.2 153.4 135.0 122.5 113.9 108.0 104.1 f O f F p m 84" 142.8 111.6 93.1 81.1 72.9 66.9 62.6 59.5 wt w2 ¢ <¢ o v 3f wokb 96" 94.2 73.2 60.7 52.6 46.9 42.7 39.6 37.3 w w-z Iz-t m< ONE-WAY MULLION DIAGRAMS �;m a¢m 108" 65.4 50.6 41.8 36.0 31.9 26.9 1 26.7 24.9 1.000" v~ -'w m Fi Z c m I I x W m¢Z � o = 2 w m DESIGN PRESSURE LIMITS FOR 1"x 3-1/8"(HEAVY)MULLION(PSF) TRIBUTARY WIDTHW1-W2 a TWO-WAY MULLIONS 0.125" SPAN TRIBUTARY WIDTH'W' 3.125" ¢ 'L' 18" 1 24" 1 30" 36" 42" 48" 54" 60" -L---1 J � 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 7 MULLION m MULLION wz 36" 200.0 200.0 200.0 200.0 191.4 167.5 148.9 134.0 (n 48" 200.0 200.0 200.0 167.5 143.6 125.6 111.7 100.5 L 0.625" lz 60" 200.0 200.0 160.9 134.0 114.9 loos 69.3 80.4 1" X 3-1/8" (HEAVY) MULLION H z 72" 200.0 151.8 121.5 101.2 86.8 75.9 67.5 60.7 I ALUMINUM 6005-T5 P 84" 127.5 95.6 76.5 63.7 54.6 47.8 42.5 38.2 I-wt-14-w2� u 96" 85.4 64.1 51.2 42.7 36.6 32.0 28.5 25.6 108" 60.0 45.0 36.0 30.0 25.7 22.5 20.0 18.0 TWO-WAY MULLION DIAGRAMS Lu W oC 10 TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. - Z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. ® ® �`��p ,* tf3�7�j��"R 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. ® `.` !`Q •••••• ti ( - 5. ANCHOR REQUIREMENTS: • � WOOD:#12 WOOD SCREWS ® ® ® ® C ; �•• r A- APCONS •CONCREITE:3/16"ITW T PCONS �U� CLIP 2" X S" ANGLE CLIP N F •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) ALUMINUM 6005-T5 ALUMINUM 6063-T6 y'• 6. INSTALLATION SUBSTRATES: **MUST BE USED IN PAIRS •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.5.&.=0.55. U-CLIP FOR USE ONLY IN •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL MULLION-TO-MULLION �i7y *PR0�� BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. CONNECTIONS .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ® m z v7 F o LL 7 Y ¢F MIN.4000 PSI. ¢ z ti __ �z •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. no a c3 n 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. O ® O DWG#: NOTE:SEE SHEET 3FOR SPECIFIL 'H' CLIP EA5056 CLIP TYPES AND DIMENSIONS. ALUMINUM 6063-T6 SHEET: 6 OF11 DESIGN PRESSURE LIMITS FOR 1"x 4"MULLION(PSF) ONE-WAY MULLIONS fPSIPA fastern SPAN TRIBUTARY WIDTH'W' AACNITEC .L. 18" T4RAL 24" 30" 36" 42" 48" 54" 60" avareTU 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION w2 EASTEMNARnmEcrvuasvFT. STEn�s 10030 BAVAR ROAD 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION 432-2 FX: 33913 PN:(800)432-2204 F%:(239)769-2412 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 RD 60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 H zz0 vi6col 5 72" 200.0 200.0 200.0 200.0 200.0 186.1 176.4 170.1 84" 200.0 185.7 155.0 135.0 121.3 111.4 104.2 99.0 96" 156.9 121.8 101.1 87.5 78.0 71.1 65.9 62.0 1'0� w `�z z c=LL ONE-WAY MULLION DIAGRAMS a W X� �m 108" 108.9 1 84.2 69.6 59.9 53.1 48.1 44.4 41.5 W1-W2 0.250" w 21 a�Z TRIBUTARY WIDTH= 2w o Lu m DESIGN PRESSURE LIMITS FOR 1"x4"MULLION(PSF) Ix a TWO-WAY MULLIONS 4.000" SPAN TRIBUTARY WIDTH'W' 'L- 18" 24" 1 30" 36" 42" 48" 54" 60" p 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 -T MULLION >, MULLION w2m 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 198.5 48" 200.0 200.0 200.0 200.0 200.0 186.1 165.4 148.8 L 0.250" Z so" 200.0 200.0 200.0 196.5 170.1 148.8 132.3 119.1 wt 1" X 4" MULLION O 72" 200.0 1 200.0 198.5 165.4 141.8 124.0 1 110.3 99.2 p ALUMINUM 6005-T5 84" �142.2 0 159.2 127.3 106.1 90.9 79.6 70.7 63.7 II II I H 96" 106.6 85.3 71.1 60.9 53.3 47.4 42.6 I-wt�I-w2-I 108" 74.9 59.9 49.9 42.8 37.4 33.3 30.0 TWO-WAY MULLION DIAGRAMS w 0 TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. Z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 5% *213 22� 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. R. 5. ANCHOR REQUIREMENTS: O O O 0 :� �Q,�"�••••''%?�iy •WOOD:#12 WOOD SCREWS r` •CMU:3/16"ITW TAPCONS 1 is •CONCRETE:3/16"ITW TAPCONS D- •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) 1 N ••_ n 6. INSTALLATION SUBSTRATES: O O O O �y�y ••.,• ;a •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF V.WOOD SHALL BE MIN.S.G:0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ANGLE CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ALUMINUM 6063-T6 c.t m >; **MUST BE USED IN PAIRS MIN.4000 PSI. ,C o Z- Y LL <F�- •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. p p a~' u Z 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. DWG#: NOTE:SEE SHEET 3 FOR SPECIFIC EAS 0 5 6 CLIP TYPES AND DIMENSIONS. SHEET: 70F 11 DESIGN PRESSURE LIMITS FOR 2"x 4"MULLION(PSF) ONE-WAY MULLIONS - Eastern SPAN TRIBUTARY W I DTH'W' I-L-{ �,AacNffCCT.:� L I I ;+:N avrebti 18" 1 24" 1 30" 36" 42" 48" 54" 60" EASTERN ARLNAAL SYSTEMS 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MT10030 BAVARIA ROAD FT.MYER5.FL 33913 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION PN:(600)432-2204 (239)369-2412 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L z Wf w iZ-Ive 60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0Z Z o m a o 72" 200.0 200.0 200.0 200.0 1200.0 197.0 1 186.8 180.1 I I I f a p J m 84" 200.0 1 200.0 200.0 191.0 171.5 157.6 147.5 140.1 �" �-I 2.000" I-�- o f'v Z z¢x LL zwu 96" 200.0 182.3 161.3 130.9 116.7 106.4 98.6 92.8 w x 10 ONE-WAY MULLION DIAGRAMS I a M m w m 108" 163.0 126.1 104.1 89.6 79.5 72.0 66.4 62.1 H- T m w m v a �- '(" °C m a Z' a L 'n TRIBUTARY WIDTH o Wl.W2 0.250" �to w m = 2 w DESIGN PRESSURE LIMITS FOR 2"x 4"MULLION(PSF) '��' a TWO-WAY MULLIONS 4.000" SPAN TRIBUTARY WIDTH'W' ILI 18" 24" 30" 36" 42" 48" 54" 60" �L� 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION- 24" MULLION wZ Zv, 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 (f� 48" 200.0 200.0 200.0 200.0 200.0 197.0 175.1 157.6 -P7 R] L 0.250" O 60" 200.0 200.0 200.0 200.0 180.1 167.6 140.1 126.1 wf211 X 4"MULLION H O 72ul "200.0 200.0 200.0 175.1 150.1 131.3 116.7 105.1 ALUMINUM 6005-T5 84" 200.0 200.0 180.1 150.1 128.7 112.6 100.1 90.1 I II 96" 200.0 159.5 127.6 106.4 91.2 79.8 70.9 63.8 I-w)-Il-wzLu� 108" 149.4 112.0 89.6 74.7 64.0 56.0 49.8 44.8 TWO-WAY MULLION DIAGRAMS a TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET I FOR INSTRUCTIONS ON USING TABLES,SEE SHEETS 2-4 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. Z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS I5 ALLOWED. `5� i2 • 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. gyp.: 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. O O O O �� . 5. ANCHOR REQUIREMENTS: •WOOD:#12 WOOD SCREWS ami •CMU:3/16"ITW TAPCONS U_ ZE •CONCRETE:3/16"ITW TAPCONS U)? a; •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) y •. ~ Q' O O O 6. INSTALLATION SUBSTRATES: O ��'d,•,•. •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"6 EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL ANGLE CLIP Lu BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. ALUMINUM 6063-T6 w a •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"A EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE "MUST BE USED IN PAIRS Li Z J Y LL � MIN.4000 PSI. o 0 3�, =2 u Z •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. p U 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. DWG#: NOTE:SEE SHEET 3 FOR SPECIFIC E A 5056 CLIP TYPES AND DIMENSIONS. SHEET: 8 OF 11 DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) ONE-WAY MULLIONS VAMA Eastern SPAN TRIBUTARY WIDTH'W' A{1CHITCCTOGAL rL 18 24 30 36 42 48 54 60 1 ev�reMn 24" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION EASiEPN030 BAVARIA ROAD SYSTEMS 10030 BAVARIA ROAD FT.MYERS'FL 33913 36" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION 2000" I� pH;(800)432-2206 Fx:(239)369-2412 48" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 L I M wt f Z"' 60" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 Z rn Zo m a o ZZ ¢ 72" 200.0 200.0 200.0 200.0 200.0 197.0 186.8 180.1 I I I o mJ I- -II- -I ¢ 84" 200.0 200.0 200.0 191.0 171.5 157.6 147.5 140.1 wf w2 0250" ¢ f p o� x a �oZ C9¢SLL 96" 200.0 200.0 186.8 161.6 144.1 131.3 121.8 114.6 ONE-WAY MULLION DIAGRAMS a W x� z W I I m¢ HJ'V W m Nm n 108" 200.0 197.0 162.7 140.1 124.2 112.6 103.8 97.0 �~ a 1-1 ¢m � �Z~w Of,LL, CO ¢v Wl♦W2 6.000• 111 {1 W Z3 of TRIBUTARY WIDTH= 2 LLJ � `3RD P DESIGN PRESSURE LIMITS FOR 2"x 6"MULLION(PSF) `•' a TWO-WAY MULLIONS [48" AN TRIBUTARY WIDTH'W' ¢ V 18" 24" 30" 36" 42" 48" 54" 60" 4" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 MULLION MULLION m 6" 200.0 200.0 200.0 200.0 200.0 200.0 200.0 200.0 (n 200.0 200.0 200.0 200.0 200.0 197.0 175.1 157.6 L 0.250" Z 60200.0 200.0 200.0 200.0 180.1 157.6 140.1 126.1wl 2" X 6"MULLION o 72" 200.0 200.0 200.0 175.1 150.1 131.3 116.7 105.1 ALUMINUM 6005-T5 V 84 200.0 200.0 180.1 150.1 128.7 112.6 100.1 90.1 > 96" 200.0 197.0 157.6 131.3 112.6 98.5 87.6 78.8 w N los" 200.0 175.1 140.1 116.7 100.1 87.6 77.8 70.0 TWO-WAY MULLION DIAGRAMS DC TABLE NOTES: QUALIFIED ANCHOR CLIPS 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 2-4 FOR TYPICAL 0 • o a 0 INSTALLATION METHODS A CLIP DETAILS. I Z 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. %�� i� 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. �� O *a�� fir 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. �� 5. ANCHOR REQUIREMENTS: O •WOOD:#12 WOOD SCREWS •• • R •CMU:3/16"ITW TAPCONS Lc F � •CONCRETE:3/16"ITW TAPCONS U) F- < •METAL:12-14 SELF-DRILLING SCREWS(GRADE 5) o O a 0 6. INSTALLATION SUBSTRATES: d. .• `Cyd` •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"A EDGE DISTANCE � * OF V.WOOD SHALL BE MIN.S.G:0.55. ANGLE CLIP ' �y O` •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"6 EDGE ALUMINUM 6063-T6 N 15. DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING **MUST BE USED IN PAIRS Ici m¢ m Z uj TO ASTM C 90. o 2 li Z LL •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"6 EDGE a ju ,, DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. DWG#: •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND E A 5 0 5 6 METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045"THICK)33 KSI YIELD. NOTE:SEE SHEET 3 FOR SPECIFIC ALUMINUM SHALL BE MIN.1/8"THICK ALUMINUM 6063-T5. CLIP TYPES AND DIMENSIONS. SHEET: 9 OF 1•1 /Eastern �I!ARcNncOTUAAL 2.000" _ EASTERNAROII W3VRALSYSTEM$ 100308AVAR7A ROAD FT.MYERS.FL 33913 PH:(800)432-2204 F%:(239)3694412 0.250" u M {�— 1.000" .I 2.000" w#v Z N O f` 1.000" 1.000" O Z N m& " 0.250" 0.250" 6.000" Q j° a m LL �� ox 0.125 0.125 4.000" 4.000" Luw Z w 3.125" 3.125" DD 5. a m w J� rn J V Z n H Z Q m c m p Z w a SP !J m 0.375" 0.625" 0.250" 0.250" 0.250" LOf a u a 1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X 4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION a USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): USE WITH CLIP TYPE(S): a • 1"'H'CLIP 1"'H'LLIP ANGLE CLIPS(PAIRS) • 2"'H'CLIP 2"'H'CLIP • 1"'U'CLIP 1"'U'CLIP USE CLIP DEPTH=3-1/2" • 2"'F'CLIP • 2"'F'CLIP m • 1"'FCLIP 1"'F'CLIP ANGLE CLIPS(PAIRS) ANGLE CLIPS(PAIRS) • ANGLE CLIPS(PAIRS) ANGLE CLIPS(PAIRS) USE CLIP DEPTH=3-1/2" USE CLIP DEPTH=5-1/2" USE CLIP DEPTH=2-3/8" USE CLIP DEPTH=1-7/8" Z C) H z u H N U W W NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. O Z O, ~ ~ $ AD day'• ••••F � N T m Z 3ILU Q cowi O 00 '�' _= cQiZ ... a v N DWG#: EA5056 SHEET:10 of 11 EXAMPLES OF TWO-WAY MULLION ASSEMBLIES EXAMPLES OF ONE-WAY MULLION ASSEMBLIES - �Eas[ern MULL ' q AQ 9 flECTUgAL 'Wl' 'W2' SPAN'L' EASTERN ARMMCTVRAL SY51EM5 (239)00308AVARU ROAD FT.MR MULL SPAN'L V71:(800) 71:(800)132d204 20C FX:(239)369-2412 U m MULL }T m SPAN'L' I F 7,11 F71 I Wl Z J a> 'Wl' �.jx �m�a 'Wl' 7 w��f Zwv 2 m w t..t m Q I " FEZ, 1 11MULL � ¢ NZQm SPAN'L' / \ W2w m a z 'W2' a !-t Luo a H m x 'W2. h Ll Ltj Ltl m HORIZONTAL MULLION HORIZONTAL MULLION TRANSOM OVER MULTIPLE UNITS MULTIPLE UNIT ASSEMBLY VERTICAL MULLION HORIZONTAL MULLION z O Z 'W1' 'W2' In �' MULL MULL SPAN'L' SPAN'L' CL V w 0 / \ 'Wil 'wi' MULL Z 'L' 1 1 wo SPAN o \ / 'wz' 'W2' Lc \ / - ----------L L L VERTICAL MULLION HORIZONTAL MULLION HORIZONTAL MULLION HINGED DOOR W/SIDELITE N Tm lil to �j m Q Z J Z-3 u� QH NOTES: o 0 3 ti = N Z 1. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND CONFIGURATIONS NOT SPECIFICALLY SHOWN MAY BE EXTRAPOLATED FROM TH05E SHOWN. DWG#: 2. IF THE LOADING TYPE CANNOT BE DETERMINED,USE TWO-WAY EA 5056 ASSEMBLY CONFIGURATION VALUES. 3. FENESTRATION PRODUCTS SHALL BE ANCHORED AS APPROVED. SHEET: 11 OF 11