Loading...
HomeMy WebLinkAboutProduct Approval (3) BCIS Home Login: User Registration Hot Topics Submit Surcharge j Stats&Facts I Publications4G Contact Us E SCIS site Map Links I Search j bWda � '� Product-Approval $ � USER:Public User i .. Product Anproval Menu,>Product or Annlicatlon Search>Application List>Appllcatlon Detail. �� •" - FL- FL22270-R1 { Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach;FL 33407 (800)432c2204 Irodriguez@easterntnetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Add cess/Phone/Emall. 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 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name Who developed the Hermes F.Norero,P.E. Evaluation Report Florida License PE-73778 Quality.Assurance,Entity :National_Accreditation and Management.Institute Quality Assurance Contract Expiration Date 12/31%2019 Validated By John Henry Kampmann Jr. �°- Validation Checklist=Hardcopy Received Certificate of Independence FL22270 RS COT COI EMS SS 2017-04-13.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2005 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of Product Standards - Certified13v Sections from the Code i Product Approval Method Method 1 OptionD DateSubmitted 10/20/2017 Date Validated 10%20/2017 Date Pending,FBC Approval .10/25/2017 Date.,Approved 12/12/2017 Summary of Products FL.# Modet,Number or Name Description 22270.1 128 Ga.Storm Panel 28 Gauge Galvanized Steel Storm Panel Limits of Use: Installation Instructions Approved for use,in HVHZ:.Yes FL22270 R1- II EMS004HVHZ SS 2017-10-19.odf Approved for use outside HVHZ:Yes Verified'.By: Hermes F..Norero,P.E.Florida P.E.73778 Impact Re astalnti'Yes Created;by-Independent Third Party:Yes. Design Pressure:N/A Evaluation:Reports, Other:See Installation Drawing,EMS004,and Product FL22270 R1 AE' PERS154 SS 2017-10-19.pdf Evaluation Report,PEM783,for allowable spans,loads, Created by Independent Third Party:Yes installation.options,:and limits of use. 72270:2 28 Gauge Galvanized Steel_Storm 28 Gauge Galvanized Steel Storm Panel Wind Zone 3 Impact Panel Wind Zone 3 Impact'rated fated EMS005 'Limits of Use. Installation Instructions Approved for use`in=HVHZ:No FL22270'R3 II EMS005 WZ3 SS 2017=10-19 odf Approved for-4se outside HVHZ:Yes V6rified-By:HermeseF Norero,P.E.Florida P.E.73778 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evalua#ion Reports: Other:See Installation Drawing,EMS004,and product FL222,70 111 AE PERSSSS SS 2017-10=19ipdf Evaluation Report,PER4783,for allowable options,and,limits of -Created by Independent Third Party:Yes use. I' Sack acre Contact Us::2601 Blair Stone Road:Tallahassee FL 32399 Phone:-850-487-18 The State of Florida is an AAJEEO employer.Coovtight 2007-2023 State of Floridagiwaty Statement ;"8=ssibllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in.responsefto a public-recordsrequest,do not send.electronic mail to this entity.Instead,contact the office by phone or by traditional.mail.1f you have any questions,please contact 856:487.1395:'*Pdrsuantto Section 455.275(i), Florida Statutes,effective Octobers,2012,licensees licensed,under Chapter 455,F.S.must provide the Departmimt with an email addrew If they.have one..The emalis provided may be-used for official.communlcation with the llcensee.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 ran be made available to the public.To detennirie if you are a Iicensee'under Chapter 455,F.S.,please click here. Product Approvai-Accepts- 'Credit CWd EASTERN METAL SUPPLY rw ' } 28 GAUGE STORM PANEL Eastern Metal Supply PRIDUCT MARKING:... . LOCATION 4768 LM ROADSBEACH,DRIVE HVHZ IMPACT RATED PWEST ILI-800-432-2204 B4 FX,S61.94 FL - {- 2.00011 �2.000"1 PH:3.800-032-1104 F%r 561.641-0852 —I 536 �--.090•TTP. tr....ODVTYP. '060, Li Z Z '1x6.38' n 2880' �'R:"ZS1.031°. TLrJL�175' r—' S': 71I' 7YP .084. .416" o.o1s° o.B7s 1-- p c p 1.750• }- 2.00"-4 }-'x.00'-J 7••� .040' L7 q _ R1/4-20 EWSAD/OVORME RE WSTUD MACHINE �F/..1 4.1954'.nB4� SCREW SfUD@6.OROlC SCREWSTUO(.1.6'OflO1C 5.00'MAX. .i15• LLU Q �' O 5. Y'� Smb:3'N•I'-0' O 6mb:3'•1'-0' O2II •P-0• O3ANGLE OWASIERED WINGNUT 28 GA:STORM PANEL STUDDED ANGLE REVERSE STUDDED ANGLE �11J N= Y DO LE89mbPLUkIFUb9TAWE59STEELOOALVMIEOSTESTAIN9I 6mb:Y•I'W Smb:HALF SIZE 77 m GENERAL NOTES l0 \a 1. STORM PANELS SHOWN ON HESE APPROVALDOCUMEWS HAVE BEEN VERIFIED FOR COMPLIANCE IN � 6 ACCONOANCE WITH THE 20116TH EDITION FLORIDA BUILDING CODE.PRODUCTS HAVE BEEN EVALUATED {''� WIDTH PANEL SED N a ( ) I (PERP:TO PANEL SPAM FOR USE PER HVH2 REgUIREOENTs AND HAVE BEEN TESTED INACCORDANCE WITMTAS 201-94,TAS SECnOH 202-94,ANDTAS 203.94, Ir MOUNT REMARKS BY DATE 2. NOINCREASE IN ALLOWABLETTRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. REOOIPCO 3. DETERMINE THE POSITIVE AN NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS OVERLAP•SO..15 IN ACCORDANCE WITH THE G7VERNING CODE AND GOVERNING WIND VELOCITY.FOR WIND LOAD CALCULATIONS IN ACCORDAKE WITH ASCE 7.10 A DIRECTIONALITY FACTOR OF Kd-0.85 SHALL BE USED. 4. THESE APPROVAL DOCUM ENS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE SPECIFIC APPLICATION OFTHIS SHUFTT1R SYSTEM. arm Tvxtxor ee REPADDNCID IHvnml[oa[nRT:1 OURDWT VImmUT WNDTN O7NS[M DF W AOR1G O.W A. o n DISTANCE•B.G. AITLUNONf,"aDDmWIs.HNTMIWNIPm,ORDINCR S. THESE APPROVAL DOCUMENS ARE SUITABLE TO B'_APPLIED BY LICENSED CONTRACTOR,PROVIDED THE Ej OVEppgGpp pREAO[EATED OY ONLW "I' i$iOT11MO0O'"��W um[Enwrt1.AVo .CONTRACTOR DOES NOT DEVOTE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR y OPEN OVIRLAPSPACE CANNOT EKE— NVauo In .bH g VERIFIESTHATTHE EXISTINGRR BUURE DOESNOVERALL OPENING DEVIATE IN EITHER FORMOR MATERIAL FROM THE dd2 10K OF THE OVEOPENING AREA 101tS0y.BIG nod b�I�{Q�$F.NOrcro,P.E. C STRUCTURAL SUBSTRATES OBAILEOHEREIN.' ��.• eesm:l Or�IrOQhg'tM�FdppImeet ExsnNG Bto:zL�yTLM0�T'OQyA {+ S. ANY MODIFICATIO NS OR ADDTIONSTO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVALVAT-P.-.- ENGINEER STRUCDIRE ♦ ,t��/j DOCUMENTS. +�Gr- 114•NAK ♦♦`♦�f/e,'••. ••``F '�i 7. WHEN THE SITE CONDITIONS7EVIATE FROM THESE APPROVAL DOCUMENTS,THE BUILDING OFFICIAL MAY �F 00,701" ;O T: FASTENERS @ 17'O.0 . ELECT ONE OF THE FOLLOWIIG OPTIONS.- ^ ",* ISIEANCHORSCHED. . '+ A)REQUIRE THAT SITE SPECIAL DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALEDBYA'LICENSED ANCHORS) 1 axalouT Olt REGISTERED AKHITER,WHICH DETAIL AND 3USWME DEVIATION.SAID DOCUMENTS OM. awM.ANGLE[106URFPIECE:SHALLBE SUBMITTED TO THIPRODUR ENGINEER FOR REVIEW ASA CONDITION TO THE BUILDING, 1•KS•%.OS$•1MN.TOOFFICIALGRANTING HIS/NERLPPROVALMUEQUIREE ATAONEUNTY IMISITCT ESPECIFIC ONTROLECFIOVALBEAPPLIEDFORANDSECUREDFROMTHE N. ll' - ITR�iqEs ♦WHEN THE SITECONDITIONIIG DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS (TYPJBTTOM MOUNT p0N1uI P.[.x•nne BUILDOUT END CLOSURE PLAN VIEWS 4m mH00aocs wo ONLY OPTION"B'SHALL BE ACEPTED BY THE BUILDING OFFICIAL. TYP:'ECEVATION �cOw;LTiY•1-0• sla e.oaxln.E UVo.[a3s. FsvE u[G o r0cAvn!oaA BFa R FwTro L1104C B. MANUFACTURER'SPRODUCRIABELSHALL BE LOCATED IN AVISIBLE LOCATIONONTHEEMERIOROFTHE- H Ha7s>>a + PANEL PER FBCSECIGN 17093,LOCATEDAMA%IMUM OF EVERYTHREE(3)LINEAL FEET.LABEL SHALL CONTAIN INFORMATION AS EQUIRED BY FBGSECTION 1709.9.2: FL Il. '9, STORM PANELS SHALLBE 28LAUGE GALVANIZED STEEL OF MINIMUM 0.190•THICKNESS(WITH Fy-SO FASTENERS 12'O.C. FL22270 ~ K.S.I.MIN.)ALL EXTRUSIONS HALL BE 6063-T6 ALUMINUM ALLOY.U.O,N. 1 ISEEANCHORSCHED. 10.03.17- 4 1 •'FOR ACCEPTABLE ANCHORSI DATE: F. 0.ITW TAPCON FASTENERS SHAL DE CARBON STEEL WITH CUMASEAL COATIN d OR 4,10 STAINLESS STEEL. 1°MN• DW SIVA CHK.BY: 1 ELCO PANELMATES MAWFEHALE SHALL BE CARBON STEELWITH STALGARD COATING OR18-8 STAINLESS y STEEL ELCO PANELMATE INSRTS SHALL BE CARBON STEEL WITH SILVER STALGARD COATING.ALL POINTS SOUD-SET SHALL BE LEAD ALOY AND ZAMAC ALLOY;ALL REMAINING FASTENERS AND BOLTS 70 BE 304 SE RIES STAINLESS STEEL,18-ISTAINLESS STEEL OR GALVANIZED STEELWITH A33 KS,I.MINIMUMVIELD 1 SCALE: NTS F' STRENGTH. n°MAK 1 }°MIN.OVERVIP Y EXISTINGSTRUCNRE DWG•.# EMS004 11.TOP&BOTTOM DETAILS SH011 MAYBE INTERCHANGED AS FIELD CONDITIONS DICTATEiPANEISMAYSE MOUNTED HORIZONTALLY W9TE APPLICABLE. STRUCTURE, ALUM,ANGIE CLOSURE PIE[@ STRUCNRE 7•%1•%.175•MIN.TO SHEET: TYPICAL PLAN VIEWS 2°X5•%.175•NWL 12.THE PERMIT HOLDER SHALL VNFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTNN THE NEW w: •r-0• SUPERIMPOSED LOADS AND D VERIFY ALL DIMENSIONS ATTHE IDB SITE,BEFORE COMMENCING WITH THE WORK. OF 4 EMBED EMBED -CONNECTION TYPE Cl i MBE (TYP.) �, REFERENCE ANCHORITYP. - EXISTING CONCRETE, EXISTING CONCRETE, GA SCHEDULE FOR MAK. HOLLOWOLOCK OR CONNECTION.TYPE CIL HOLLOWBLOCKOR SPACING,SHEET4 K ; V. W000 FRAME.TYP. :? REFERENCE ANCHOR SCHEDULE FOR MAX WOODfRAME.TYP. ;;?- 1I=°ODX.120'WALLX S/Z" , e TOP&BOTTOM - TOP&BOTTOM r.. LENGTH ALUMINUM SPACER q 'T'� SPACHIG,SHEET 4, Easters M®tal Supply iF �RH'MAIE .g ;.3 4 ITH MALE 'W4T68WESTROCH,FL 3VE ' PANELMATE' 40043WTP2-2 BEACH, PANELMATE EDGE' ;>•' PH:1•(100-031-1104 Fxi 561$01-0832 WEr DIST. Li OVERALL GAP AREA CREATED BY SPACER ZCNOT EXCEED Z SEE GUTS SEE GLASS OPENINGAREA 10%OF THE OVERALL SSHEET; NOTES: SCHEDULE'— SHEET; CHEDULE' .� 2 0,1.2 .^ SHEETf 1: TOP&BOTTOMDETAILS SHOWN MAY BE SHEFT3 .y Q o 0C y a INTERCHANGEDAND COMBINED AS FIELD {O-OFG 0. . 1 CONORRONSDICTATE.PANELS MAYBE 111OUNTED - 1'. yj„G .m HORIZONTALLY WERE APPLICABLE. .J Q N Z r 2. SEE SHEET 4 FOR ALLOWABLE ANCHOR SPACING Wa CJC BASED ON CONNECTIONTYPE.. - U '�0 GL`SS REFERENCEANCHOR GLASS CONNECTIONTYPE Cl, t;N C 5 . OR DOLOR ,SCHEDULE FOR MAX. -0ROODOR - REFERENCE ANCHOR ? ym ''�Y' ii4lry SPACING,SHEET Y rrt' SCHEDULE FOR MAX _ sa r_ ss I SPACING,SHEET ¢ y 0 DGE 'S EDGE 1• ID y IST. } DIST. 00, y N a F- a •r SL-1 CONNECTION TYPE Cl, t' I 1/2'ODX.120'WALL x1/2' REMARKS BY DATE FEMALE PANELMATE,PANELMATE INSERT, F-F } OR ALL POINTS SOUD SET,SEE SHEET 4 MAXAP LENGTH ALUMINUM SPACER' O :WALL MOUNT SECTION-FLUSH O WALL$MOUNT SECTION-SPACE A B �e4lo,i•,T swp:r"5-v 1/4"'20X1°MACHINE BOLT 1/4'•20xl"MACHINE BOLT 9 0 iN CONNECTIONTYPiC1 ::EMBED &WASHEREDWINGNUT &&lASOHECRED INGNUT AnosxnuNot 9[x[e9oouc[o luwxosewrAni ALTERNATE LEG @12"O.C::TYP.. CONNECTION TYPE CI, EMBED' 4muoDrw+mcn[ONiT++i ar eu90a+0 oNoes.wc REFERENCE ANCKIR REFERENCE ANCHOR (TYP-) ALT.LEG TOP&BGTTOM µluu7wxs.Aoar,oxs.xwxiw.rtvo.o9mxa 'SCHEDULE FOR NOL •) I DIRECTION TOP&BOTTOM SCHEDULE FOR MAX. I DIRECNON wxoY6sroiws oo[uN+[Nr�[xuoYe[Rw7Im490 SPAONGSHET4 SPACING,SHEET4 nrvu A aw 9d 3 M.TYP.TOP&BOTTOM _aCONT,TYP.TOP&BOTTOM DIISTINGCONCRIT WITH THE 5'LEG INSTALLED EXISTING CONCRETE, •y WITH THE S"LEG INSTALLED `\\\11111 FFFF//F 9 HOLLOWIELOCK:R /' HORIZONTAVAS SHOWN HOLLOW.BLOCK OR _ HORIZONTALASSHOWN WOOD FRAME TP. WOOD FRAME TYP. F TOP&BOTTOI. y. TOP&BOTTOM, r• `\ 4 PITH q '<' .1/4%2Dx S/R' ., 7 1!4°40x3/4° MACHINE BOLT �• MACHINE.MAIL UO EDGE ' * ° EDGE 12"D.C.MAX DIL- r5 2a @ 11'O.C.MAK T T k olst' r. CONI. CONT. ?o .�0'p'.' (' °. S/ONAL.` �La IL 1y SEE GLASS SCHEDULE d� 'I¢uF,Is� �AW, SEE GLASS SCHEDULE P.\c\ +F SHFET3 d g -SHEETS 1 6 0�un00ir4io ov iex 50BF.4NM9[A4NRf.I IIB O OANAB[ACN,1[5!94, v SFO �.rii "c ADI110PIL�e10.Y Nw 79519 E GASS f w « FL N: OR DOR FL22270 EDGr� 4 ITH E e CO33NE. 114°•20x314” 10.03.17 DIST. ? d� MACHINE BOLT STUD GLASS. 4 LTH 1/4"•20N 3/4". DATE: F OR DOOR. L.,., Q 12'O.RMAX V MACHINE BOLT STUD @ 1 j, CONNECTION TYE CS, f` - ".} n. D.C.MAX owGCB1YA CHK. FEMALE PANELIATE, -EM EO,,;, EXISTING CONCRETE, JIVI HFN L PANELMATEINSERLOALL HOULOWBLOCK OR CONNECTION TYPE C2,FEMALE EM D. POINTS SOLID SET,REFEENCE CANT WOOOFRAMETYP. PANELMATE,PANELMATE SCALE: NTS 1/4'•20 N 1-MACHINE BOLT TOP:&BO7TOM. INSERT,OR ALL POINTS SOLID e` AMOR SCHEOULEfORNAX. DWG.k: &WASHEREOWINGNUT - SET,REFERENCE ANCHOR EMS004 °s� @SPACING,SF:ET4 12'O.GTYP: SCHEDULE FOR MAX }� ALTERNATE LEG TOP&BOTTOM pE SPACING.SHEEi4 ':SHEET: DIRECTION ,t -SIDE CLOSURE REO'D(SEE PLAN VIEW,SHEETS) 'SIDE CLOSURE 0.EO'D(SEE PLAN VIEW,SHEET 1) y)1 ©�UILD-OUT MOUNT SECTION-OUT MOUNT SECTION O BUILD-OUT MOUNT SECTION L[ D =r OF 4 TABLE 1,-MAXIMUM ALLOWABLE TABLE.2-REQUIRED SEPARATION FROM GLASS , STORM SPAN SCHEDULE, POSITIVE ACTUAL MINIMUM SEPARATION MINIMUM SEPARATION EaSteriMetal SeA/p►Y NEGATIVE DESIGN - DESIGNS STORM-.PANEL FOR INSTALLATIONS<30' FOR INSTALLATIONS>30' 4268 WEST8oAD5 OPINE LOAD PSF L MAX(FT-IN) LOAD IN SPAN L ABOVE GRADE ABOVE-GRADE wESrva-2204561.9 2- ( ( PH:1•BEST PALM BEACH,F563FL33407 52 20 9-2" PS FEET INCHES INCHES .25 81-101., ZO.D' 3.00 4,75 1.02 = = z A '30. 81.61. 20.0 5.58 4,75 1.27 CL o a 358'•2" 20.0 8.00 5.09 2.15 �W u 0 �. a 40 7--11" 20.0. 9.17. 5.09 . 2.98 O'� z $3 z 45 7 8".. $5.0 3:00 4:75 1.03 pp 50 7 51 25.0. 5:58 4.75 1.34 4 a Z 5 55 7-•3° a ?W 3 25.0 8.00 5.09 2.44 w N a m 60 7--l" 2S.0 8.86 S.09 3.16 65 6 .7' j m 30.0' 3.00 4.75 1.03 = O 72 5'.7 Co I 30.0, 5:58 4.75 1.41 N t; as 30.0 8.00 5:09 2.72 r a. 30.0 8.47 5.09 3.16 REMARKS BY DATE 35.0 3.00 4.75 1.04 35.0 5.58 4.75 1.48 35.0 8.00 5.09 3.01 TABLE 1&2 NOTES: 35.0 8.15 S.09 3,16 40.0 3.00 4.75 1.05 x x u°wum c umaxxiium aeuvawuclo mvmou'oavunw 1. ENTER TABLE I WITH REQUIRED NEGATIVE DESIGN LOAD TO DETERMINE 40:0 5.58 4.75 1.55 uaxart vartr[x roxsexrw wnxmwon u+a . utaaulnx+t.svarwxs,wcxucx2w0.on otxu MAX.ALLOWABLE PANEL SPAN(Lrtiax) . '.POSITIVE LOADS,LESS.THAN OR - uaawrasraaxaaavMlxrralxmvlu4m[vano EQUAL TO THE NEGATIVE LOAD ARE ACCEPTASLE. 40.0.. 7.88. 5.09. 3AIS' , mal me t 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES,USE NEXT HIGHER 45:0. 3.00 4.75 1.05. \\\L111111/122j/ L LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE 45.0 5.58 .4.75 1.61 \\� $F. /// ALLOWABLE SPANS. `\\ �� Dip /i/ K 3. ENTER TABLE 2 WITH POSRIVE DESIGN LOAD TO DETERMINE MIN. .45.0, 7.65 5.09 3.16 `��Q- , •�� , REQUIRED SEPARATION FROM GLASS. - Z O�� 4.'ALLOWABLE PRESSURES,SPANS,AND SEPARATION FROM GLASS BASED 50.0 3.00 4.75 1.06' ON TESTED'MOMENT,SHEAR,WORSTCA5E DEFLECTION UNDER LARGE 50.0 5.58 4.75 1:68 * -j•* MISSILE IMPACT TESTING AND 2°MAXIMUM ALLOWABLE DEFLECTION 50:0:.. 7.45. :5.09 3.16 UNDER LOAD PLUS 1 . T T - 4. . z55.0 5.58. 4.75 1.75' /i/�� ••.......•• Gam=\\: t 55A 7.28 5.09 . 3.16• NALEC�\\\\ 60.0: 3.00 4'3S 1.07 'Mu{h1111n1W1%\\, 60:0 5.58. 4.75 1.82 awnioev.c.wnln M DhPuaovs.mc tae[.wxw[ucxa[w.[ale ,60.0; 7:10 5.09 3.14 waweucx.nasoaa . . .. rav[[[el.a unxa ays2wx xv.lasn ..65.0 -3.00. .4.75 1.07 FL q: -.. 65:0 5.58 4c75' 1.89 FL22270 65:0 6.56 5.09 2.68 70.0 3.00 4.75. 1.08 DATE: 10.03.17 70,0 5.58 4:75 1.95. DWG.BY: CHKHYN 70.0 6.09 5.09 2.35. 72.0 3.00 .4.75 1.08 -SCALE: NTS 72:0 5.58' 4:75 1.98 DWG.n: EMS00.4 'SEE TABLES 182 NOTES NUMBER 3 SHEET: OF 4 ANCHOR SCHEDULE ANCHOR SCHEDULE Eastern Metal Supply FASTENER MAJUILUSPACING(INCHES)REQUIRED POIVANOI6 DESIGN 30ADSANDSPAN3' FAS1ENfRMA%IMIASPACWG(wCN01 RFQUIRmfORYANpVSFxSIGN iDADSANDSDAN3 RIVE . MIN.7 fDGE01STAxLE _ 4268 VVEST ALMREACH,FL3340 2 MIN.3EDGEIXma AN.S/r1OGEDWANIS H1.500,432.2104 'Fx:5G3-801.0851 SPANSUPTO" SPWSUPTO -SPANSUPTO, .SPpNSUPTO- SPAMUPTO SPANSUPTO SPANSUPTCI SPANSUP TO' SPANSEPTD SPANSWTO SPANS UPTO SPANSUP70 mADIM 317' S'•7' 1'C 9'-T' LOAD(" 9'-D` 5'-T 6d" 9.2" - Y-7 '5'•T 81-0" 93" -1 L)' pNOl0AT7E Pii.NAx (SCE NOTE II ISl[NORlI IN1NpH II .(SH NOLED W gggggg ANCNOPM¢ P.S.F,NAx: )SEENOTE I): (SEENOx:3) (SEENOTES) BEE NOTE I), (SEENOTE 3) (SEENOIE I) ,(SEENOIE IJ. ISEEND3E I) ISEENOR3) Z Z' (SLE NOTED CONN[CTI4N lYPF. COIste NO 31 [D(U.CCDON 31 CONNECTONs) C . � CONNECNON TIPS NNNECTION TYPECONNECIIONTYPECDNNECf10N1YPECONNEC00NTYPE CONNECIIONMECONNCCTIONTYPE CONNE[fION TYPE. S1ENOi3 SEEN 3. (SEE 31 - S[PNOlF3' " S SEENDTE3Ism NOlE31 (SEENCITIE31 ISfE NOTE71 ISEENM31SEE NOTES1 (SEENOW31 ISEENOTEM. CI a Ci a C1 U c�W 6 Q R 'a' n Cl- a a a Cab 7ci up CI' a_ .-cl I a 'C1 a 'a tl .. ID u 11 I] .IS 11 10 11 1C a~ OW tie ' 30 1i"' It a" ]7' a.'` I2 'ti•. IS 't] 11 ..-''.l1 A :11 11- it li: pyp, ',' m ".'f1 11 li 'lO I3 ') 101' =8 E� = .. �. 41` 11 l2 u 11 12 a yrA!u n iD `J, v. u .5 4x v u u ' V VrDnlawtMrtimxPawmrtN - .;RzD - f] u F Ju W+u�V Slk�e'w"` "'IY'`�d-sTt -1`°" -la•S.,•n 'y2 12 1aso. 11. 11 u u ariD u u' u ' "- u -ol!!;: Hy=. -•pjZQG GD: ii 11 l2 12 ' t2' -It a 12 u IC 3 ' 7z; C 10 % ,3 u 3 ] 12 I+M 3D v 11 lE :11 F{ ' ]i * -.m 11 '12 12EI' u u ,{ r a LD'•'.1 U••afun Tn fwm nrAA11. m 'v Sf u' ..10 u F77777 1N•+ So .E14TJS_ �°J. �Ci2' S`3AL05 LBE3iR Cum:,?' a 1i u u v 1i u'•s+F] s&Y2: 'u". Frf.rwlmnD' IrwQ..= O a f PVr xlaaola,/ 60 ',Frkt4 Y: �''' �`%i•"'r Ur 1x .`12 n u ':u a v3�it 4Sr ?. u 1JNDANDINIg01W WANM. 71 C y . Y9n,..1L,. .12 i1 t] if N^ �Lb'P" 'C4 'W ZyRy�11�.E�, 30 II a 1-a 11 n 12 11 11 31 11 .11 11 •`31 I] I1 C3 D: Q * AI•v�l LI 40 fi 12 u 11 St 11 r it u n u it u. a or o.uYYY111 1•••------wm---""'""ur yr so u II I u u v a, '•.:a u u u 11 Il 1 11 REMARKS BY DATE rmnalwm,AVamnArvsl • mmx 1xmv » v rtuwA- ACHOR NO : R It 11 to 6. 777, n v 12 TES 30 12 11 1 v 12 u SD 12 a 12 u 31 1 12 v 1t 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY.ALLOWABLE STORM {� m n. .n 1 11- 12 'u / dr 11 u 22 -u a 1D .T:'A.. ..w.:,; PANEL SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE I,SHEET 3. VI'OxbW'" Tim(Arw;ia]o1+]' So 12 u 'u` iD u:: 3 t,:St S'.,w: a 11 .0 :u .'v 2. ENTER ANCHOR SCHEDULE BASED ON THEEXISTING STRUCTURE MATERIAL,ANCHOR TYPE AND EDGE wDHNN.1-WIAIDmA4+f/wm .60, 12. .v a /-_ li s +,_2.., 11 -13 v. + '' u 7 .Z,3..j�.ii DISTANCE.SELECTDESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND fr)IaeusfDiwgmlaN " . 1a:7m muarrD '.n u'. a tt- a =• �, :"+; :u v u' 7 "�•"vXi -: SELECT GREATERTHANOR E4UALT0 SHUTTER SPAN. anouu-WIN1nSENTW IENN lDREIMI + n'� a u'. s ;nr >fi:. . u e, s2 7'{ 3:.SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF[ONNECTION TYPES. wmfDIn3Nlfritx cpnsENTorwamxa DlprrlNc es .. / 1D-" 4 a --'v- 'v v ..+ :u s-.'"""> !r'Y�.1 .4. FORWALL MOUNT INSTALLATION,ANCHOR SPACING IS CONTROLLED BY SPACING OF ANCHOR SLOTS,AND40 Fu�imiaiToi SDODGVMCNTAnI�I NOifl N4TipmAND " -...' .. ... ' .s0 12:'' l0'. '.11 S ./ >... .:'-I1 '13 ,:12 7. .30 5: i RST.:°, .. CAN THEREFORE ONLY BE INSTALLED EVERY 6'OR EVERY I2".IF TABLE SHALL REQUIRE SPACING LESS THAN $ VcprterAlp>Nwml GO.:' .11 1 : 9.>. A 7.:'.. i "•. '•', 12 :u 1. 1 '+ s. 4.w E E O 12"BUT MORE THANE"WHEN WALL MOUNT INSTALLATION IS USED,DEFAULT TO 6"ANCHOR SPACING. TLS L L 1111'7 iv�lwalr .72 n. r 1. .w, ,� c:: n s 10 s ;gx „}r:. ANCHOR SPACING LESSTHAN 6"NOT PERMITTED.FOLLOW TABLE ANCHOR SPACING REQUIREMENTS FOR `YAC / »'iA �:w_ G1 d, '`• a ':v 'u] a' u 1 a .,.7. 'INSTALLING ANGLES.WNEN BUILD OUT INSTALLATION IS USED: `�� $F; 0 ' j S. EXISTING STRUCTURE MAY BE CONCRETE,HOLLOW BLOCK OR WDODFRAMING.REFERENCE ANCHOR `, / G p * L � "aD dk :�^1 r,] 5: )M ! r 'i, u u 'u + 1].' ':-/. >rtv S _ SCHEDULE FOR ROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE, `�,Q" //. •j-; ' Lsf ' s S'"F" 23F ' . , m WDmto-.-at So " ' , �r. 95wvi7. MINIMUM EMBEDMENTAND EDGE DISTANCEEXCLUOESWALL FINISH OR STUCCO. v worm spew wnNPnIds..::+Yx .r' i. s•.'--xiv t' al + -9] s `t.:= .: 'Swfie:x?. 0:WHERE EXISTING STRUCTURE IS POST•TENSIONED CON CRETE CONTRACTOR SHALL LOCATE CABLES PRIOR Go E Q mnulm4TDAnNer 72 E .0 3D. u: Il 11 12 '•13.': 10 11'-. 9:.� al - ':22 .:'IS 12 _;u "il" v ':'u TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES'ARE NOT DAMAGED. .4p. 7 '•':civ u.' '`:u 1D;' -, R+E: EXISTINGSTRU E S WOOD FRAMING, OD FRAMING ONDMONS VARY. VERIFY THAT 9. WHERESTRUCTURE I W N WO IN C R. ER T T .I .C FASTENERS ARE INTO ADEQUATE WOOD'FRAMING MEMBERS,NOT PLYWOOD,FASTENING TO PLYWOOD IS J vp•uwNnwaur Am so u u '&I / 11 / $" v 12 .x'11 v. ..'u /. _"SYr�gi: ACCEPTABLE ONLY FOR SIDE CLOSUREPIECES. i�T,(�•� P` _�`� f mMM.1w1[I,WH4)rMaY. 'm.' I] 13 17 9 It 7 S{ :1�a "I / \ O 2mlwu:111wIw. 10,WHERESCREWS/ANCHORS FASTEN TO NARROW FACEOF WOOD.STUD FRAMING,FASTENER SHALL BE //\'S1 ""• `CD �� ''mnsOlwu4 mAnxcfe- 71 R• tl 'u.. ;f9+. :IP•.StuOil 8•!4YS1Pi! _ ` ..0 13 '':1° ° LOCATED IN CENTER OF NOMINAL 2"x 4".(MIN.)WOOD STUD;3/4"EDGE DISTANCE IS ACCEPTABLE FOR i • 3o u' v u 13 .2 - 2 v Hi a '.v 12 a •u .2 u i1 WOOD FRAMING..WOOD STUD SHALL BE-SOUTHERN PINE"S.G=055 OR GREATER DENSITY. v u, a ..S1 l mi r wor.�f�1111dM1i��: „ 4D + .. 11.MACHINE SCREWS SHALL HAVE MINIMUM OF I/2"ENGAGEMENT OF THREADS IN BASE ANCHOR(ALL lD -• t.'• S 'u 2i". a "a ;'v e'•t a1 v+F+!N POINTS SOLID SET OR ELCO PANELMATERINSERT)AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR DUxD.G.0m S' UrD 1A•)tfp7wtUA]i)i1ui. SO 11- u .11 10 ]2 . • N••f1GdAx1fATl nm 1 12. 1]' 11 9 ]9+LDAHI.t+ V0.1I11 ,, v siufruaaxlsfxq. WAFER HEAD SOLT),U.O.N: D.wueFnDCn21o01 wa.- Pnmrui 7z . .: u, 11 11. 7 ,.,.,.,_. 1 :.o-.`: S1r a 12 7 `n• +--. ''�*- ^�"''';' S A O H ARE REMOVABLE BYREMOVING MACHINE N ASHEREO 12.®'DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. (evE ccucofaflmDllGAm+nomsn: .� -" - 13.WINGIGN TE NCH RSWHIC - A .RE OVING - IN-SCREW. UTORW 14.THE ALL POINTS SOLID SETANCHORMAY NOTBE USED IN CONCRETE FLOORS BEAMS OR CEILINGS. F L222/Q MIN 2x ANCHOR DIIMETER, SPACING PER SPACING PER EXCEPTION:CONCRETE SLABS ON GRADE ' MAX.1/2 ANCHOR 9ACING 'ANCHOR SCHEDULE ANCHOR SCHEDULE DATE: 10.03.17 DWG.M cH HFN (` SCALE: NTS' owe.#; EMS004 ALUMINUM' ANCHOR FROM SHEET: C' EXTRUSIONS SCHED.,TYP. e IY OF 4