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HomeMy WebLinkAboutProduct Approval (2) RECEIVED °,s , ? 7 0101, SCIS Home I Log In ( User Registration ; Hot Topics ! Submit Surcharge 34 Stats&Facts i Publications FBC Staff ;,SCIS Site Mapt j links Search '{ 4ib. Product Approval USER:Public user .kay Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11398-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft.Lauderdale,FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B.Johnston Address/Phone/Email 400 west McNab Rd. ^C Ft.Lauderdale,FL 33309 ,(9541 970-9999 u, tomj@tc-alum.com k J Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida f` Professional Engineer *! Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed John W. Knezevich the Evaluation Report Florida License PE-41961 :. Quality Assurance Entity National Accreditation&Management institute � Quality Assurance Contract Expiration Date 12/31/2018 Sy Validated By ORLANDO L.BLANCO,P.E. s `�� k Validation Checklist-Hardcopy Received Certificate of Independence FL11398 R3 COI CERTIFICATE OF INDEPENDENCE SS pdf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 https:fti&,,w.floridabuildirig.org/prfprapp_dii.zispx?pat'art'a=wGEVY,QtvfDlvIL5KI5SNAdBL8,RtgFguo:avIKH?49w^JyWol tIPHhP%2fvr°h3d,o3d 513A7,10:3,9 AM Page 1 of 2 Equivalence of Product Standards Certified By Sections from the Code �f i Product Approval Method Method 1 Option D ^" Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 , Su =mrtta of Faroducts f FC# t;v Model,Number or Name, Description 0615 STORMLOCS PANEL2"X 12"ALUMINUM STORM PANEL d w Limits of use Installation Instructions r _ Approved for use In HVHZ:Yes FL11398 R3 I1 KC150107 Rev.0 SS.Ddf Approved for use outside HVHZ:Yes Verified By:John W.Knezevich PE 41961 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 4 Other:See Span Schedule Sheet 2 of installation drawings. FL11398 R3 AE KC Evaluation Report 150107 odf i Created by Independent Third Party:Yes r i 6 x�. HF ` Contact Us;:26Qf Blair Stone Road,Tallahassee FL 3 349 Phone:650-4877_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 da not want your e-mail address released In response to a public-records request,do not send electronic matt to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 650.487.1395.*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 emali address ff they have h =� 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 x 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 4SS,F.S., ' fq please click here. y i Product Approval Accepts: ER M ECtaz{ Credit,Card Safe k j https:ft vw.fioriciabuildirg.orgfpr/pr app_dti.aspx?param--+vGEVXQvADgvIL5K15SVJld8L8NgFguofavIKHZ49tv6JyWpLNFrlhPrb2itiv%3d%3d 513ti7,10:39 AM Page 2 of 2 -••f"'^ LIMIT ONE HALF PANEL PER OPENING 2{-02--f 2 .2-02" 2.250` y t; I ' ( ( i .4112o .464"3.08"MAX. 2.254" v�4• V N ' 1.TYP.) `e 1.p5"MIN. o `a2.2SO"TYPT- .07" ao 7` 07" o� 4 m W94`T P. .894"T w Am ,094" SEE NOTE c) �N:OTEa 1 .0 in ' •0 - .720" ° . 4 °o Y3 W �Na.t2 .t2 a o 1 m n? a 0 2" �° 25" H 't n N Z" 12.00"COVERAGE �, 5.000"COVER AOE �, N.062 0'0 '� N ri o 0 ® -�7 OV , 14.975" 0.332" 2.030" 975' 2.000' L375- 2 0 0" .250" : 2: STORM PANEL Ina HALF STORM PANEL (1°h"HEADER � 3" 0" 3aSCALE 3".1'-0" 'U°HEADER BUILD OU7°U°HEADER 9 0 g 0 ' u 5 - SCALE.3".1'-0' 4 f SCALE i 3".1'-0" W SCALE i .1'- _ 1/4-20 MACHINE �k-20 MACHINE CR w 12' 1/4-20 MACHINE 1.525' 3.385"MAX. SCREW ,tr O.C.ISTUD D 570 MAY SCREW pL�12"O.GfSTUO 3 DIgECTIDN JAY RgC770N MAY OE REVERSED} 8E REVERSED), pptt ,�--BDb` .896' o BE REVERSED) .375`R I. 24 24 092" ,fl7" !.I o .091"T P. c+ ° T , .090"tg ° .090"t p TYP. �- ! 2' M ^ " ,.215 :21215 i 445". 5 +� 00"MIN. 2.00" °3 91" o . 90,. 064" .0 0" e N 313" o IL C^-� �' 5.00"MAX. .632" a 315"R YM r` 377' SPUD ANGLE STUD ANGLE STUD ANGLE S M 700 SCALE,3".1'-0" SCALE.3".T-0" 1.00"MAXMIN. .- SCALE,3".1'-0" 5.00" tStFRAI.tXT16: /1 ANGLE (�C-TRACK(FINISH) Ga C-TRACK (10UILD-OUT F-TRACK ir L rAMEYALUATNRIDDCUMFNnREPRMWA9iUTTER5Y5fEMANALYZEDANDTEMDINAC=DANMWgHTHESIH OSCALE.3 .P-0' @SCALE,HALF SIZE SCALE,HALFSIZE (DSCALEiHALFSIZEEDRigNN1101d}_F1gRIDA6UILDINGC00E FORUSEWRMNANDOU OICFTHEHIGHYELOCITYHURRIMEZONE((N�V .�L PRODU RMANCETESTING WAS CONDUCTED IN ACCORDANCE WITH TAS 204 TAS 201,&TAS 203 ANDTHE 5TSTEM Is 376" .376"1ARGEMLSSDEIMPACFRESISTANT: 3. DETERMINE THEPt15RANDNEGAFNDES1GNLOADSTOU5EWHENREFERUMGTHESEDOCUMENTSINACCORDANCE .190 .190' iYRTHASCE7.10ALIDWABlES7RESSOWN.CALCUUITEO WIND LOADS SHIULBE MULTIPLIED BY THE LOAD FACTOR0.6 BEFORE .563"$ ¢ REFERENONGTHESEDOCUMENTS .440" ° k FgRWtNDLAADCAICULAIIONINAOCORDANCEVATHASCE7-10 ADIRECFIONAIRYFACTOR OF 0:065 MAYBE USED. 13"452'655" T3" 465" .655" S. Na iMNOLBLE5TRESSINCREASEISUTILIZEDINTHEDESIGNOF'�RISSYSTEM;HOWEVER,AYANDLOADOURATIONFACTOROF 25 ° CD-13315 USED FORSOMDESIGNED PERNDS 0,090"(TYP,) m $ 6. MMEVAWA71ON DONMENR ARE GENERICAND DO NOTINCUIDE INFORMAMCIN PREPARED FCRAPPUCATION OF THIS � 0.090"(TY .1 w SYSTEM TOASPEORCSIIE. 7. THFSEEVALVATRTNWMMENTSARETHERWADATtOHIN57RUCHONSPORHONOFAPRDD)CFEVALUATtONAND9lALLONLY w ° TEE BEUSEDWITH7HECORRPSPDNDRIGPRODUCTEVALUATIONREPORF.USE OFTHESEAPPROVALD001N'RTTSSHALL COMPLY --------- WITH � o o 124 GA,QALY.STEEL GR 40 CHAPTER 6LGIS-23 OFTHE FLORIDA ADMINISTRATNE CODE B' OR 0.050"6063-76 ALUM) B. THFSEEVAWAT%}NDOCUMETtT5AKWffABLETOBEAPPMOYTHECDNFRACTORPRONDEDTHECONTRACLORIXESMar { 2.00' OPTIONAL 1�! DEYLtiEFNOMTNECON=CNSOETAIUDHEREINANDTHEMKrMCMRVMFIE5THATTHEMMNGSTRUCNREDOFSNOT - - F DEVIATE IN EITHER FORM ORMAMX FROM THE StRULTURALSUBSW7ES DETAILED HEREIN. LEG DIRECTION IZAMAC3ALLOY) KEYHOLE I ANYMODWCATR)NSORA9DOIOAISTOTX6EEVAIUATIONOOLUMEN75WiLLVtNDTNEEVALUATGNOQCUMENIS j�'F'TRACK Ra °F°ANGLE-TRACK OWING NUT OO WASHER L4 WHENSLFECOND(iIONSDEViATEFROMTHEEVALUAIIONWNMENPS,IHE6UILDINGOFFlCMLAUYREQUIRETHATSITE �JSCALE,MALFSIZE S[ALE,HAIFSIZ Is RC DOCUMEN75JUSTIFYING7HEDEVIATIgN BE PREPARED,SIGNED,DA7EDAN0 SFAIED BYAUCERSED ENGINEEROR SCALE,HALF SIZE SCALE,HALF SIZE RE615TEREDARCNFffii. WIDTH UNLIMITED SL EACHPANELOFIHEASSEMRLYSHALLBEPERMANENM1YIAeELEDATASPACUdGNOGAEATERTHIW36'ONIHEEKRUUORFACE WITHTHEFDl1DWING MIMMUMINFORMA710N: (PERPENDICULAR TO �� pA�L�R PANEL SPAN) TOP MOUNT TAS tAitGE�&% TYPICAL SECTIONS '} FOCtAPPR4YG ALNUMBER 11.ALU MINUMSTORM PANEt551tAt18E3�3#i3COR5652•N3AALUMINUMAt1.0YWRH MiNIMUMTHKl7tESSASSPEOREq IN i5'M = THE APP LI CABLE SPAN7ANFS. J LPVLIE SIDE wto 19.ALLFIRRUSONSHOWNSHALL BE60b3•T6ALUMINUM ALLOY,UA.N.la.S LBOLTS. .ANDASNERS,EXCUIDRICitNSTAtlATtONFAStENEA5.5HALL�STAtN1ESSSLEf1StTNFAMO{iMUMTI3iSItE t \, .00" PLMpUNi 15.TOAND BOTTOM \' 650" VIEW API 6 DS WHEREAPPLtCAB1E,Hh6UHFA0WSMAYNOTOEUSFOANQAOANTAt NGCONDRt(iNS. E I xy 16 TRAO6 MAYBE REMOVABLE PIIOYIOED REMOVABIFANCHOAS ARE UffD. a HOLE SLOT" 17. IFPANELOVERIAPSOPENNGBYISTIMESTREGAPBETWEENTHEWALLANDPANELNOSIDECLOSURESAREREaUMED. G I&PROVIDESFALAHTAROUNDPERHAVEROFtOMPONMINCIDWACTINTIN LRR�UCCtttlttRETOPFEIIENTWATERINTRUSRIN y ---' �L Lmax..SEE STORM PANEL SPAN +G�°Ic' ''1.W:K110z4VIC11 BEHIND COMPONENTS. N i /"�- \ SCHEDULE-TABLE 1 _ •j, I�a8 N /' 315"0 -+fa /'/ ( 1.5 fi TYPICAL HORIZONTAL ELEVATION ,650"O j SCALE,1/4".T-0" OLle: AS NOTED 1Y ILTt'Y HE SLOT Q (•'% IFY4 BOTTOM MOUNT Drawn . ARV; ; TYPICAL VERTICAL ELEVATION �� p}`a o�a/1a:gaio zgis SCALE,//4'.T-0" HURRICANE PROTECTION - "SifeeL1.01$ QlDocnmenls and SetHeg6UMCOnWft DocumerftlGoogle DrlveXmiD 3rojeft_Cad)OS)Wl(nemvfchXCP D201AOZ-KCI50107-78VRD-subV=50107-01.dwg,4/29/201512:01:90 AM,LedW,1:1.02337,www.MlOhpara Lo m t7i :C > g. TABLE 1:PANEL SPAN SCHEDULES TABLE 2:MINIMUM SEPARATION FROM GLASS SCHEDULES w 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS - - - N- POSITIVE OR I L max. L max. POSITIVE OR I L max. L max. POSITIVE MINIMUM SEPARATION POSITIVE MINIMUM SEPARATION Es w NEGATIVE FOR FOR NEGATIVE FOR FOR ASD SHUTTER FROM GLASS ASO SHUTTER FROM GLASS w ASD ASO qINDLOAC SPAN INSTALLATIONS INSTALLATIONS Z WINDLOA POSITIVE NEGATIVE WINDLOAD POSITIVE NEGATIVE WINDLOAC SPAN -lN-S-T7LL,�TIUN5j IN5TALL:TIONS • .W. ASD ASD 1w, ASD ASO 1w, S301 2.30, 1w, -L' S: ;'.3 I (PSFl ABOVE GRADE ABOVE GRADE ABOVEGRADE WINDLOAD WINDLOAD WINDLOAD WINDLOAD (PSF) - I ABOVE GRADE PSF) PSF) 72' 3- 1-3/8- 72" 3. 1-1/2" 23 144" 144" 27.5 144' 1441, 30 104" 2.1 27.5 104" 3. I-WS" M rij� 25 141" 144" 30 143' 144" 135- 3-1/4" 144*1 4-1/9" 3-1/0, 1 5 30 135, 144" 35 138" 144" 72' 3. 1-1/2" 72" 3. 1-1/2" 3i 40 104" 3. 2-1/8" 40 104" 3. 2" 3S 130" 144" 40 133, 144" 126" 1 S. 3-1/4" 133" 1 4-1/0" 3-1/4" 40 126, 143' 45 129' 144" 72" 3. 1-1/2" 72" Y 1-1/2" 9 45 122" 1351, so 126' 139" so 1041, 3- 2-3/8" so 104" 3.1 2-1/4" so3. 1191, S. 119" 128" 55 12 132' 3-1/4" 126" 4-1/8" 3-1/4" ca -55 116' 122" 60 120- 127" 72' 3. 1-5/8, 72" 3- 1-5/0, 60 60 104" 3- 2-5/ell 60 104" 3- 2-3/6" 111" 117" 6s lie-, 122" 65 3" 4-1/8" 3-1/4" 107" 112" 116" 117" 3. 3� 70 103" 1081, 75 113" 113" 70 72" 3. 1-5/8" 72" 1-5/8" 1031, 2-3/4" 70 104" 3' 2-5/8" 7S « so 109, 109, 72, --F-, 1-5/11" 1161, 4-1/0" 3-1/4" 80 901. 99" 85 106" 106" 80 901* 3. 2-1/4" 72"_ 3. 1-5/0, R, 60' 3. 1-1/2" so 1041, 3. 2-3/4" U4- 93" 90 102" 102" 90 so, 3. 2" 109" 4-1/6" 3-118" 90 80" sell 95 96" 96" 100 60, 3. I:7/-2- 60" 3. 1-1/2" .6 95 75" 831. 100 1 91. 911, 72" 3. 1-3/4" 90 102, 3- 2-7/8 700 72' 79" 110 83, 83" 3- 48" 610" 3- 1-1/2' 110 100 9 3. 110 65" 72" 120 76" 76" 65" I-Slio; 91- 2-3/8" [120 I ................ 120 60. 66" 130 N.A. 70, 48" 3. 4 0" 3. 130 N.A. 61" 140 N.A. 65l-- 1 12 60" 3. 1 1-1/2" 11 83" 3. 2-1/8" 611. 4 1 1-3/8" 140 N.A. 561, ISO N.A. 1 0 N.A. 52" 76" TABLE I a 2 NOTES 1.SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2.FOR TABLE I DETERMINE 80'W THE POSITIVE AND NEGATIVE f4D LVfPEL E ,pfflyp HIE&TV SPAN FOR EACH AND USE 0 ALU S. 3.FOR DESIGN LOADS sErwAEN 1W :S,USE NEXT HIGHER LOAD TO DETERMI E AM LINVIVE 4.EOR jjt]LES�AEfiTE OSITJYJ LOA?k PF JAC P 0 2:R N� IZ SP 48,SITIVE GeISSO DE ERM N I M M LEM SLRAUTTCR SEPARATIDOTAlt, A -04/28/1 le:"AS NOTED. Drawn . ARV Date:04 10 025 107 HURRICANE PROTECTION sheet2of8 C-\Do-erft aml SeWW\MCnft\My Doam-ls\G000e DdveXm'DLPMects-CaAos.NmewAch\cAD2olS\02-KC150107_T&CVW-sb\KMMW7-02AV,4/I5/2015 11;50,03 AM,Ledo,1:102339,vAvwMD[4vrdWmm EXISTING CONCRETE EXISTING CONCRETE. HOLLOW CONCRETE BLOCK OR HOLLOW CONCRETE BLOCK OR EXISTING CONCRETE. /—OPTIONAL LEG DIRECTION aj WOOD FRAMIN WOOD FRAMING HOLLOW CONCRETE BLOCK OR CONNECIWNTVFE a 001 NECRON M C3CONNECDDN7YPE WOOD FRAMING Ca11E71bmrm REFERENCE ANCHOR REFERENCE ANCHOR (TYP.TOP AND BOTTOM) REFERENCE ANCHOR SCHEDULE FOR MAX. B. SCHEDULE FOR MAX, SCHEDULE FOR MAX. gg SPACING SPACING SPACING V. 23 /2" 2 1/4"MAX. - D ED. ui Z 8� W F 1/4"MAX. �h �� S 1/4"MAS ao \i �Wt MB 1tl�2 W+p WGA _ N o J ra y H :- 3 GI w [d N EXISTING GLAZIN 1 d.F EXISTING ~' M <� m SEE MIN. oft GLAZIN 1 ° w IL d W STORM PANEL !Q„ SEE MIN. y' - Y 1 S~ 5id O SEPARATION rA 0 STORM PANEL �1 FROM GLASS w w SEPARATION EXISTING f� bh TABLE 2 w= FROM GLASS a GLAZIN SEE MIN. a 0 F+3 vt w TABLE 2 g 58PARPANN w= ~ E IL In F TABLE 2 5 "z m '� r 1 IS WALL MOUNT SECItON /1 OPTIONAL TOP MOUNTING IS a � L� SCALE 3".1 -0" V /;�BUILD•OUT MOUNT SECTION m o SCALES 3"+Y-0" 11 SCALEt 3"a T-0- a EXISTING SEE MIN. GLAZIN STORM PANEL SEE MIN. w w v� - SEPARATION XISTING :�I� k FROM GLASS Z m GLAZING STORM PANEL <a 3 _ a TABLE 2 °'�- SEPARATION 0.t-- C ' FROM GLASS TABLE 2 I Z' 4 � �b. H� V.F (4�I..MAYBE Mo fl N-1 to v �RREVERS uwi "O €Ba IA w 4 9 N sw r 7 �. :- Etz Com} p 9L 3 _ N Cl CONNECTION TYPE Cl CONNECIKRI7VPE 51/4"MAX. M REFERENCE ANCHOR REFERENCE ANCHOR FL�+5y1 1/4"MAX. SCHEDULE FOR MAX. SCHEDULE FOR MAX. " t" 1/4-20 MACHINE BOLT p0 REFCERENN C ANCHOR SPACING SPACING LOCK NUT pgHp 12"BO SCHEDULE FOR MAX, EXISTING CONCRETE OPTIONAL (TYP.TOP]i BOTTOM) SPACING HOLLOW CONCRETE hLOCK Oil Cl COi1BEC1MT E LEG DIRECTION WOOD FRAMING.SEE DETAIL REFERENCE ANCHOR OWALL MOUNT SECTION SCHEDULE FOR MAX. O SCALE 3".1'-0" / $C IALD'OUT SECTOION SPACING /� CALLD OUT MOo NT SECTION EXISTING CONCRETE, V EXISTINGSEE MIN. HOLLOW CONCRETE GLAZING—, STORM PANEL BLOCK OR WOOD EXISTING SEPARATION FRAMING GLAZOi CFASTENER Qp 6"D.C.OR PROM GLASS EOG CONNECTION Tm w w 12.O,C, BUT DO NOT TABLE 2 XCEEp ANCHORDIS ; REFERENCE AN[HORIn Q w- WITHSCHEDUMI9L��E S/P�AC�eING. SCHEDULE FOR MAX. 0.Q KEYHtlLELWANCHOR g SPACING H , OR ANCHOR WITHHHH W''NGNUT z ' 1/4" SEE MIN. a WASHER.10[.07 P sTENER t m r ` MAX, STORM PANEL o w � IN NARROW FOR7�10 OF 4 i"C, SEPARATION 1 y HURRICANE PROTECTION KEYHOLE WASHER 1 Z EXISTING FROM GLASS "I,W,`Knezevich Cl c GLAZING 3 z TABLE 2 y .+'`��'f`� '=ttu •e�a REFERENCE ANCHOR w i SCHEDULE FOR MAX, m =F w z SPACING to N 10 Wul l=i o w E+d o- w SEE MIN. f-� a n A z STORM PANEL r EIt SEPARATION 1 W s 1/4"MAX. 04128!1 i B r a TABFROLES2ASS t 1" 1 REFERENCEESTiFFE W.•:ASNOl'ED. x z SCHEDULE FOR MAX. Drawnb. •ARV: E Q SPACING •+ Date:.d4 30 ZO35 ODIRECT MOUNT SECTION (2%CEILING MOUNT SECTION FLOOR MOUNT SECTION °°'"'"'' . SCALE.3"+V-0" V SCALE,3`.V-0" �:/SCAIEi 3"+T-0- - ;?�,' 'KCi50107 shest3af S C:NOocumer0aand Settift"ONUV9yDocuments\GoogleMMXMIDIProfeds_C408.7WWIueWchXCAD201M2.RC150107T&C OsvbV=50107.03.dv49/]5/201511:51:31AM, 1:1.07336,wwwK . tedgel; DkparaYe.mn a(IONNECCON TM REFERENCE ANCHOR15 SCHEDULE FOR MAX. SPACING d 2"x 5'x 1/0"CONT. s M.STUDDED ANGLE W,1/4-20 STUDS ty 0 W "D.C. EXISTING CONCRETE. EXISTING ab 12 ---- 9 HOLLOW CONCRETE BLOCK OR GLAZING )t WOOD FRAMING A P (TYP.TOP AND BOTTOM) ZW SEE MIN, W 0 JU Lq STORM PANEL r.\.- W!2 SEPARATION ta U FROM In I A N GLASS __71 o) W TABLE 2 z 15 W SAN z / 7,7.a, -;s,,cE 0 so. V MAX. u SCHEDULE FOR MAX. Cowmx7mTvm REFERENCE ANCHOR SEE MIN. I TVE s E %M SPACING x REFERENCE ANCHOR STORM PANEL SCHEDULE 0, R MAX. SEPARATION E 4 SCHEDULE PO HE I'D ULI SPACING FROM GLASS ta XISTING CONCRETE. TABLE 2— CONCRETE FLOCK OR XISTING CONCRETE, HOLLOW CONCRETE BLOCK OR "P TRACK MOUNT WOOD FRAMING WOOD FRAMING fe,I FL-M—!FMOUNT , SECIION Ed Q SCALES 3-.I'-0" \V 0. BUILD-OUT SECTION b .4 Q RALE M -0. IN %2 1 - 1. 1 j 2 w US EXISTING ul a! EXISTING CONCRETE, 2"x 4 0 955"6063 T6 STORM PANEL I I HOLLOW CONCRETE BLOCK OR 2'm 5" XCUM.TUBE SEPARATION GLAZING— 0 WOOD FRAMING b FROM GLASS SEE MIN. Em . CONNEcnopd TVpE tn& REFERENCE ANCHOR TABLE STORM PANEL it j W 2 ob 12 C SCHEDULE SEPARATION SC _11 0 W N CHEOULE FOR MAX. FROM GLA PA US SPACING TABLE 2ASS 4 9 Z 9 ;48 OIL v I 1 9 = 2' i/4'MAX. 3 12 u u 4 9W MAX. 2_j1/4-20 S,S.BOL IL � -C 1a.A &NUT(01 Il-D.C. an EXIST GDOUBLE 2"x S"x 1/8" GLAZI �Cl CIONNECTION I'm 1/4"MAX. CONT.ALUM.ANGLE REFERENCE ANCHOR SEE MIN. EM commEcnONTYK STORM T MIN. E FOR MAX. ST "N�AN. SCHEDULE ST'""�PANE SCHEDULE FOR MAX STORM P b REFERENCE ANCHOR PANEL SPACING b d SPACING FROM GLASS 6 V V-2 TABLE 2— 2; '(4 2:" 11 z 2.4 x 0.055'6063-76 ALUM,TUBE E XfSTING CONCRETE _j SECTION INSIDE MOUNT SECTION HOLLOW CONCRETE BLOCK SECTION OR WOOD FRAMING WALL U9 0. L_ U9 &1C A RE n—I OVALLAR 0. SCALE,3".V-O" TWO VVOX MIN.4'LONG STAINLESS STEEL THREE 1/4"Ox MIN.4" WOOD ROOF TRUSS NE 1/4'Ox MIN.5"LONG c EXISTING WOOD LAG SCREW 24'D.C.MAX WITH OR FRAMING MEMBER WOOD LAG SCREWS S LONG WOOD LAG SCREWS Wo 1-3/4*MN.EMBEDMENT INTO EXISTING STUDS -1/2' 24-D.C.MAX.WITH 00 FRAMIN I'x 4"x 1/0"x CONT.ALUM. 0 24'D.C.MAX.WITH 1-3tV EXISTING STUCCO _1/2"EMBEOMENT EMBEDMENT INTO WOOD INTO WOOD MEMBER MEMBER FINISH OR PLYWOOD di 2 TUBE WOOD ROOF TRUSS SOFFIT Y 014 x 3/4* OR FRAMING MEMBER WO V4'Ox MIN.4"LONG TEK SCREW 8. ISHALL BE PERPENDICULAR WOOD LAG SC' MCI THE PANEL FACE EXISTING 24'D.C.MAX!WlTH c 14'MAX EMBED.- GLAZING T-112"EMBEDMENT EXISTING STUCCO INTO WOOD MEMBER FINISH OR PLYWOOD am SOFFIT V x 4'OR r x 61MAX. OL� 1/4' .062"CONT.ALUM. U; '00" 'I.W.'KilezevIch tr TUBE(6063-176) 9 77 #A A, 14 x 3/4' EQ 0 A 0 TEK SCREW SE 12'o.r_ "x S'x 1/8" �_014x 3/4' N STORM E wr EMMBEOMEN TEK SCREW* 0 TWVFN a ff Ili S AAAppp CONT, OR 4' 1 T12 U TQO CONT ALUM. TRUSSES A 4 c� X 1/4*x CONT. `0 F --04t28t1 EXISTING z ALUM.FLAT— TRUSSES R GLAZIN SEE MIN.STORM EXISTING SEP.T S „rLROM *file:';AS NOTED SEE MIN.STORM PANEL I Drawn U1 GLAZING-,, PANEL RV; SEPARATION FROM GLASS 17 TABLE Date: aq.• '. V-1 SVA—LLDEM!RCI'ON nCEAILLIENG3'M.OVU-NT”SECTION 0 RUA E .M EMON IJ 07, 77sheet4of0 0100ciffeefft and SeWD"Metuft DocumerdAG000fe DriveXMIDLpmjects_CoAos_3wnaewch\cAD20IA02LKC150107-79CO-subV=W107-04A,%4(15/70]51131:49 AMtedo,I:l.0233,wwwJkD%mrab2�= _� WITK SYSTLEM IN PL CE USE�:JOR©WITH R: LL �I t/4-20 x 3/4" 6'°' 8. GLASS O DR 7flUSS HEAD BOLT. 7 Z DOOR— MACHINE SCREW ?RN 1 z� WITH.675"x.675" � 1 SEE MIN. x.125'SQUARE STORM PANEL a< '^ SEPARATION �- SCREW HEAD N Z• FROM GLASS a t 6 6 9 /--11,2'0 D,x 1/4'I. . 3/16" ® „r w TABLE 2 O NLON BUSHING \ W w �. 1/4-20 x 3/4" OR 114-20 SS.NUT(TVP. N 'MACHINE SCREW /�S, •8 ETAII L rw WITH.675"x.675' (`� �` SCREW HEAD RE 0� 1 10 N �1 N _ \ !16"I.D.AND I- - — 1} < \ 1/2"O.D.x 3/16" 9 �� a w 1 MINIMUM NYLON 1/16' BUSYING V t/4-20 n CONNECIIONTYlB NUT(GALVANIZEDI B' SCHEDULE FOR MAX. C-TRACK BLOW UP EXISTING CONCRETE SEK ING Q SCALE.HALF SIZE d HOLLOW CONCRETE BLOCK OR TRAGIC ASSEMR YCZ3 WOOD FRAMING C-7RAC K ASSEMBLY-INSIDE MOUNT NOTE:USE OF DETAIL SHALL BE IN COMUNCTION WI H AN S3 N.T S.ETHIC VI O% - „- SCALE.3".1"-0" "h"HEADER OR'U'READERTOP MOUNT OF STUD Ci SHUTTER OVERLAP SHAD BE a a A MINIMUM OP .5 TIMES T E FASTENER 12'O.C.FOR DESIGN LOADS SIDE CLEARAN E BETWEE LESS THAN�R EQUAL TD 1110 P.S.F.i 02 THE SHUTS AND WALL B"O.C.FOR DESIGN LOADS GREATER THAN 110 P.SF.(SEE ANCHORSCHEDULE �i W F � �AX. t/4' FOR ANY ACCEPTABLE ANEHOR �4. MAX. 1/4" AX. a $ MAX.-'!IX ALUM.ANGLE I ASTENER�p 12'O.C.FOR "MA UO.D-OUT CLOSURE PIECE DESIGN LOADS LESS THAN OR z DISTANCE Vi x Y'x 0.1251 MIN.TO EQUAL TO 110 P.S.F.i 0.O.C. 1 ALUM.ANDtE XISTING CONCRETE. 2'x 5'x 0.125"NAX. FOR DESIGN LOADS GREATER CLOSURE PIECE HOLLOW CONCRETE BLOCK THAN 110 P.S.F.(SEE ANCHOR OR WOOD FRAMING. XISTING CONCRETE 2 SCHED.FOR ANY ACCEPTABLE 2"x 5'x 4125"MAX O )STING CONCRETE HOLLOW CONCRETE ftLOCK OR WOOD FRAMING.SEE ANCHOR) HOLLOW CONCRETE hLOCK ANCHOR SCHED.BASED OR WOOD FRAMING.SEE ON TYPE OF STRUC ANCHOR SCHED.BASED ON TYPE OF STRUCTURE ©T WALL MOUNT CLOSURE DETAIL nT BUI LLD-OU 2MOUNT CLOSURE DETAIL /1 TRAP MOUNT CLO SURE DETAIL SCALE,1-1/2".1'-0" `'J HURRICANE P�ON 1/4-20 S.S.BOLT 1 EXIS 0 !.BOLT i WING ppU� T l„J BAY INDOW Gt.: i 24.O.C.(TYP.1 1/4-20 S.S.BOLT aq t 1W.KAe:evlCh i BOLT i INGLIT 40 24-O.C.�Yp'" 2p Gp g 1/4-20 S.S.BOLTBEgPgPLA ''E,,L 244 /IIGU '67-TALIMe" 1 SENrAatAT EL 1"OVERLAP "' ^ , ANNOLE 1"OVERLAP o 1 6063 -04/28/1 _ 4. 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T�-2. o,,.• SPACING 1" 3/8"ds HOLE POLLS �.�a S FASTENING PANt;B ANCHOR SCHEDULE PUNCH 1/2"x 1"HOLES IN FASTENER MAXIMtIM SPACING(INCHES)REIURED FORVAROUS DESIGN LOADS AND SPANS ADJACENT PANELS TO RECEIVE " m t I in � i,8",d=�"' THIS SOLT W/PM NUT.PLACE 2 MIS PANEL OVER EACH ADJACENT �N .� s _- •6�++ PANEL AND FASTEN WINGNUT5 \ `M N Z MAX sPAN9LPTo SPANSLPT0 SPAM LPTO FROM THE INSIDE �ll9ED, � ---_ - � Y1 U)8% ANCHOR TYPE LOAD 6.,p.. g-p. 17-p�� � m •5 (am (s£NaTEI} (SEENDTEI) (SEENOTEI) 9 TYp. .\ L z 0 5rd0 N07'El CONNECTIDNTYPE CONNECTONTYPe CONNECTICNTYPE � (SEENOTE3) (SEdge Dist (SEE NOTES) QAAX PANEL NOW 7'.41 i MAX"DESIGN LOAD 272"QD FSA) 0.75"Edge Dlstattce ¢ Sm IN, Cl cz c3 ca c5 Cl C;cR c"a�c cx C3 rri rn v4-2o x I'MACHINE V�INTERIOR FASTENING ANGLE ASSEMBLY SC W STUD W) H SCALE-1-1/2'.T-0" 48.0 16 16 16 11 B 16 14 B 8 s 18 11 7 a d WApSEHERED WIN NUT QD �C El 47&016 is t3 8 7 76 11 7 a a 16 e 5 3 3 12 D.C.(CONNECTS TO ADJACENT PANEL E8 Id OETAOS i j 1/4 OR ]6 fo 7 5 16 9 s a 316 8 5 3 3 THESE DETAILS DEPICT THE I MIN2 J„"INN�T� 1a B s 6 16 @ 5 3 3 is a s 3 3 TONNECT(ON OF THE LAST PANEL1NW000 WffNG"OSS 1016 4 3 18 s 5 3 3 rs 8 5 3 3 o FOR AN OPENING WITH PANELS o WALL MOUNTED yy!,� fit{ INSTALLED FROM INSIDE.USE mom' W 0.75"Edge Distance - STUDDED ANGLE ONT. 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