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HomeMy WebLinkAboutALUMINUM STORM PANELQ LIMIT ONE HALF PANEL PER OPENING 2, 0Y� �L �---y rt 21 I J` v 2 1.05 MIN. � .07 SEE NOTE 1 I SEE NOTE N9. 12 N9.12 1200"[OVERAGE l I DODO^COVERAGE 1 14.375' 0.332^ OSTORM PANEL la HALF STORM PANEL SCALE 3" = T-0" SCALE. 3" = T-0^ 1/4-20 MACHINE -20 MACHINE W @rO12' O.C.ISTUO W II' TO MAY 114-20 MACHINE SCREW (o1R' O.C.ISTUO &1.NCE'1'pE_FI YP. NRECTION MAV BE ip 2.00^ 'DANGLE40,STUDANGLE 4a O STUD ANGLE 4 1A0" MIN. LE � 1-0--SCALE 3" = t : 3" = 1'_0'. SCALE: 3" c 1'-0" 500" MAX. 1. ESEPADDU FVAWAnvN vuw. nml:....oumnvn..m.m..........+..•........-..-.__........._ NPIDAB ING[ODEWRUSE WRHIN AND ONSIDE OF ME HIGH VFWOIY HURRICANE ZONE tHYMI. RUEREGII AIUAnONWOMNO.151110],P 1WRMPUGOIFCODEUMOBA XIEEEE MON[E1FStING WAS WNOUCRDIN ACWPDINQ WRNTAFZG1, TAt 2EE ESY5)FMePADRDmAM.PONNE PND NEGATIVE OFSIGN NA05 TO NE WNm PEfERFNUN4 iNroAOANCELLPNABIESlRFS50ESIGN UIUIIAIFDWWD WADSSNALLBFMULNU0.6 REHIREFSF00NMFND.CALGpAnONINAUOADANCEWIMASCE]IO.ADIAfC310NA111YfARORO.,U36FORSCREV5DEISUIID2WIN111E DESIGN OFMGSYSRM; NOWNULAWINO fACNfl OF [DOE WMAMNGSNMMINIS REGENRICA 6. mEVAWA]TON COOIMFNR Al1EGmEPIC AXDWNN M000E WMMN110N PAVAPEO FOR APPUCAnDN 0E 11BS SHESEETOf TDND WNPOMPON OFA1. MBf EVALUA THECOWMEONDINGMEINSTALU]IOAVONRUC]IOM USEOFTHIBE P000REDO(MMI SBAILALLOMY BE USED WIM ME f U OFWERO PPODUR EVAWANON PF➢OM. USE Oi iNDE APPROVAL DONMfNRSNALL f➢MPLY WNI EV9JWNON11S,,MEROAIOAAAR IPF1NECODE S. DTRUE WAEMAD M ME WDIMENIS IAESED KEROO NDMERDBYTHE ACIORV 0.RESTNAICTUR ME C(MECOMMROR DOES NOT pfY1ull MFOMOR SDRATTEDHEREINAUMWNIPACTMORIAIS HE MEf%ISTINGSIPUCNAE00E5 NOT OLVLIR IN FYIXFRfOPM OPMAlEPI01fA0MMESIRUCNMISU¢IIMIFSODAIIEUNFRFIM 9. WE, SM GINI60PADORI TOTHFSEEVAWAnONDONMDNSS, THE 3MEEVAWIRCIAL NMCIRID 10. WNFN C D 0 MEWSL15 DEVUIE MOM ME EMI BE PREP ODNMm15N DAM BN ADD DmDC1 MY PFWIAE MAT SITE SPfDFlC D0.11MFNL5 RIS11fYING ME OfV1AM1N BE PAF➢APW, 9GNfY, OA1ED AND SWFD BY A UCEN$FD ENGINEER OR REGGROODIiARNMR. LL GNPANROFTNEASSEMBIY SNALLBEPFRMANFNRYIABFIFD AlASVADNGNOGAFAMRIMAN 36.ON1XEfMMOAFACE WRNMf fOLLOWDGAIWIMUMDWAM4nON: i0WN6WUNfPYD0. T92016D I IF.iI 91DU .]ENNEME 9NIAP4FMISSIIF iDCA1PRVJALMIMBM LL AUMINDPI STORM PANEIS SIWLL BE 3WH34 OR 5051-HAALUMINUM ALLOY WNH MINIMUM MICIUIFSS AS SPECIFIED IN 1NEAPPUCAHIf SPW3TABIfS D. NLF%IRUSWN910WNSSNLLOE606ii6ALUMINNAAllOY. U.ON. u . =301.�,jMX,MDWMHEMUaMNGINgAUI ONFASTFNf SHALLBESTNNLMSSTFELWIIHAMINIMUMiFMU SIMNE ;W61,U.OA. li IOPANDCOROM. H&UKMEMN YNOT'GFMWMRWNOIMa PFOIIIAEPANDSAfAYBFMOUNIFONOWIDMALLY WNWI EEH&UNUOVIDED RNOTBf AMMORSA USSID. 0UNM14 (ONDIIIOM. 16. MA03 Y RMOPVABIEPRWDEUREMOMABIFANmOP%EUSEO. D. NFRANELMM RUPSO,,N0 BY 15nAIF5MEGAPBFDVfFNMF WNIANOPANELNCONT TO WAI RF0. 18. PRDYIOE SFNhYL AAWNO PfNMERP OF (OMPoNFNR IN COMAR WON SMUCFMF l0 PRLYFM WA1M INMUSION BMINDCOMPONENIS. OANGLE SCALE. 3-. T-0- .376" 190 0�313" 452"655" 0 2� .090^ (TYP.) F"TRACK B " SCALE: HALF SIZE 2.250" .060-3.DO- MAX. 2.250^ 062" 2.250- e• NU030" 094' T---P}}}n .t01` .094• e .11.120" II0 4"o%062^ 25^062`0dl3]s" z.000^ 3]s2.ozo"zso Oh" HEADER U" HEADER BUILD-OUi"U"HEADER SCALE.3"=1'-0'• OSCALE. 3"=T-O" 30 SCALE �3"=1'-0" 1.525" 3.385" MAX. a96" .BB6^ 127^ .3]5' R 090^ .524" Yn .092" .090^ .090" TYP. .1so' .t50^ 65^ 55' u�:.215 .215' 215 .215" 13' .060' 090, 3]]^ SYM. '315 P .?Co. ©C.TRACK (FINISH) SCALE I HALF SUE Ba F" ANGLE -TRACK SCALE . HALF SIZE TYPICAL VERTICALELEVATION SCALE. t' - 0' 6a C-TRACK 7O BUILD-OUTF-TRACK SCALE.'HALF SIZE SCALE, HALF SUE 563^0 .440- 5' w 'AI, I (20 GA. DALY. STEEL GR 40 __^ 1--4--1 OR 01601 ALUM) (]APAAC3Au.cYl KEYHOLE O WING NUT O WASHER 10 -HALF SCALE .HALF SIZE SCALE. SIZE Printed copies of this document are not considered signed and sealed and the signature must be QE _e U z W, J I� LU Za �n d a TABLE I: PANEL SPAN SCHEDULES 0.050 ALUMINUM PANELS 0.0615 ALUMINUM PANELS POSITIVE OR L man. L max. POSITIVE DP L max. L max. NEGATIVE FOR FOR NEGATIVE FOR FOR POSITIVE NEGATIVE ASO POSITIVE NEGATIVE WINDLOAp q5O ASD WINDLOAO Aso A50 IPSFI WINDLOAD WINDLOAD 15F1 WINOLOAD WINO LOAD 23 t44^ 144- 27.5 144^ 144" 35 45 122^ 135" 50 126" 139• 50 Is- 128" 55 123" 13T' 55 116- 122^ 60 12D" 127" 60 111^ 119" 65 118" 122" 65 107" 112" 70 116" 117- 70 1 103' 10e' 75 113" 113- 75 I 96" 104" 80 109" 109" 80 so- 99^ 85 106" 106^ 85 04" 93" 90 102' 102" 90 Bo- Be" 95 96- 96" 95 75' 03^ 1 100 91' 91- 100 72" 79" 110 e3" 03" 110 65^ 72- 120 76' 76- l20 60" 66" to 130 N.A. 61" 140 N.A. 65" TABIE162NOIFS TABLE 2: MINIMUM SEPARATION FROM GLASS SCHEDULES 0.050 ALUMINUM PANELS 0.061S ALUMINUM PANELS POSITIVE Aso INDLOA .W (PSFI SHUTTER SPAN 'L' MINIMUM SEPARATION FROM GLASS POSITIVE ASO INDLOA •W IPSF1 SHUTTER SPAN 'L' MINIMUM SEPARATION FROM GLASS INSTALLATIONS S30' ABOVE GRADE INSTALLATIONS >30' ABOVE GRADE INSTALLATIONS 530- ABOVE GRADE INSTALLATIONS >30' ABOVE GRADE 30 72- 3' 1-3/8" 27S 72- 3- 1-1/2" tOt^ 3^ 2- 104^ 3' 1-7/0' 135" 5" 3-1/4" T4 4-1/0" 3-1/0" 0 72^ 3" 1-1/2^ 40 72" 3" 1-1/2^ 104" 3' 2-t/0" 104^ 3' 2' 126" 5" 3-1/4" 133- 4-1/8" 3-1/4^ 50 71" 3" 1-1/2^ 50 72^ 3" 1-1/2' t04" 3' 2-3/B" 104^ fl9'• 5" x-1— 126" 4-11V 3-1/4" 60 ]2^ 3" 1-5/e" GO 72^ 3" 1-5/e" 104^ 3" 2-51V tOl" 3' 2-3/8" 11T' 5'• 3" 120" 4-1/B" 3-1/4- 70 72 3" 1-5/6" 70 72" 3' 1-5/8^ 103- 3" 2-3/L" is,- 3- 2- 720p 3" 1-5/8" 116" 4-1/8' 3-1/4^ so 90^ 3" 2-1/4" 1 so 11 1 90 60" 3" 104^ 3" Bo- 3" 109" 4-1/5- 3-1/8" 100 60" 3" 90 60- 3" 1-1/2" 72^ 3" 102^ B. 2-LB^ 310 48^ 3" M1-3/8-P 244 60'• 3^ t-1/2"65" 3- 91"2-3/8' 48- 3- 110LB' 3" i-3/8^ 60"3' 83'• 3" 2-1/8" 320 48" 3" 1-3/8- 76" 3^ 2^ 1. SEE SECTIONS FOR SHUTTER SPAN DEFINITION. 2. FOR TABLE 1, DETERMINE BOTH THE POSITIVE AND NEGATIVE ASD WIND LOAD. CHECH THE MAX SPAN FOR EACH AND USE THE LESSER OF THE TWO VALUES. 3. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD TO DETERMINE ALLOWABLE SPAN. 4.FOR TABLE 2, ENTER AT A POSITIVE LOAD 2 PROJECT POSITIVE LOAD AND SPAN 2.PROJECT SPAN TO DETERMINE MINIMUM SHUTTER SEPARATION FROM GLASS. I , This Item has been electronically signed and sealed by J. W. Knezevich, PE on 819117 using a Digital Signature. Pdmed copies of this document are not considered signed and sealed and the signature must be vedSled an any electronic copies. 41961 1TE OF 9A. �; vz;g . x0a$e4 W.LrE v 7 N e�: N y„5= W .-W1; 6y„ . Z O> , Y V wf-. z9F ® Ygm W a as stir 3�LL aEa a° r C OR FOR MAX. _1/4" MAX. OWALL MOUNT SECTION A SCALE. 3-.1'-0' SCHEDULE FOR MA SPACING OWALL MOUNT SECTION D SCALE. 3" v T - 0" R VUT 'ENER 6 m Q 1 E~ G§yyq, F .Wi b p In In� 0 Ny N •Z Es B T ODIRER MOUNT SECTION G SCALE: 3".1' 0" 1/4" MAX OR 0 CONNECTION TYPEREFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4' MAX, OOPTIONAL TOP MOUNTING SCALE. 3- . 1' - O' OBUILD OUT SECTION SCALE: 3" . 1' - 0' OR ©BUILD -OUT MOUNT SECTION SCALE. 3' . 1' _ 0- REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OBUILD-OUT MOUNT SECTION F SCALE. 3`. 1'_0" U SCALE, 3".1'-0" using a Dlgnal alga FLOOR MOUNTSECTION SCALE: 3" . 1' - 0" r signed and sealed by J.W. Kne tevich. PE on 019/17 ad copies at this document are not considered signed D z o , V z f MAX. W J N° Wy Zz heU WITH 41961 .A 1TE OF D AND OR OWALL MOUNT SECTION SCALE: 3"=1'-0" 3 0.055" 6063-T6 ALUM.TUBE MAX. OBUILD.OUT SECTION P SCALE: 3" = 1' - 0" • 1/8" x CONI 2" xC AN .I AL 9 .. 2..I 2 . 2 . 0.055" 6063-T6 A V.. """ OWALL N7OUNT SECTION N SCALE: 3" = 1' _ 0" OCEILING MOUNT SECNON Q SCALE: 3" = 1' - 0" t OBUILD.DOWN SEMON B SCALE: 3"=T-0" B This item has been electronically signed and sealed by J. W. Knezevich. PE on e19117 tYB using a Digital Signature. Printed copies of Nis document are not considered signed t% and sealed and the sianaluro must be vedGied an any electronic copies. NURRirANeraalEcnoN _ED vz W N° Wy za 0 hC u 9 O CLOSURE DETAIL Y 114-20 S.S. BOLT 3 BOLT L WINGNUT 1 @ 24- O.C. (TYP.) i Q CORNER CLOSURE DETAIL SCALE, 1-1/2' . V-O" SZ C—TRACK BLOW UP SCALE. HALF S12E NOTE: USE CIE DETNLSHALLBE IN TIINIUNRIONyATN AN •h-HEADEROR•U•HEADERTOPMOUNT ©BUILD —OUT MOUNT CLOSURE DETAIL SCALE, 1-1/2' . T—O- 1/4-20 S.S. BOLT 8 BOLT a WINGNUT @ 24" D.C. (TYP.) — OVERLAP Q CORNER CLOSURE DETAIL SCALE, 1-1/2" . 1'-0- C-TRACK ASSEMBLY 53 (ISOMETRICVIM) N.T.S. 1/4• OTRAP MOUNT CLOSURE DETAIL SCALE, 1-1/2• . 1'-0- EXISTING BAY WINDOW OVERLAP U3 CORNER CLOSURE DETAIL SC LE. 1- /2" . 1'-0• This item has been a ectmn�why signed and sealed by J. W. KnezevIch, PE on 8/9117 using a Digital Signalum. Printed copies of this document are not considered signed 8 41961 NI 171-1 .Jp.W. Kne:evlrh * ti1M .�tl�xv�v[itfcl 1TEOF d ewff MR HURWCANE PROIECRON I�EW000�SdflYOP 81410AG WITS EFIDED IN 15'OW WIING=OSS • T- HOLES &9YP.� 1 N 1- MACHINE I STUD WITH EREO WINGNUT 03 NTIPE v ANCHOR OR MAX. V 1•. 3/B^0 HOLE FOR F`FFR ---- FASTENING PANEL /~ N � Nw -- LU CONCRETE BLOCK U (MAX PANEL HEIGM=]'-0^&MAN. DEIGN LOAD MOO PS.F4 INTERIOR FASTENING ANGLE ASSEMBLY SCALE, 1-1/2' = V-O- DETM15 V1 8 V2 NOTE: THESE DETAILS DEPICT THE CONNECTION OF THE LAST PANEL G INSTALLED FROM INSIDPANELS OF THESE DETAILS SHALL BE IN WIDE NOTCHES CONJUNCTION WITH AN-h- (TYP. BOTH SIDES) HEADER OR ^U" HEADER TOP QOPTIONAL INTERIOR FASTENING DETAIL (ISOMETRIC) N.TS. 912AAIN16SSIRL u WJ2-GMM E w/Y ONE SdkWDBfOW faOYND&CC( 5/I6'OEIm ULTRFmN VI/21588®IN PDJID)BIOIX PAM P dNDNXIN01E5: SR SNEFi B mR ANDIOR NOIEL This item has been electronically signed and sealed by J. W. Knezevich. PE on 819117 using a Digital Signature Printed copies of this document ere not considered signed and seated and the signature must be verifiled on env eleclron1c copies. 41961 LTE OF 9 E ILll:rz I w k u q C _s e FT.,ii H1 h o O FM ^fmH'=IQIFn m m' R lu AI LLJ 000000 ©©©von o00000 ©©0000 00000© .�£ Revisions ALUMINUM STORM PANEL np map a man en ,0508.6675 I'KNEZEVICH ''/'' jIWF unt" CONSULTING NNE2EVICN CONSULTING LLC A YPWWrIYnbwnWp�nppMdr 16CO S. FetlenlN 3u1te 961'pompmoBeaN M330i T 93C.)31.Q • F 954.320."Sl - COA 1Y983 i,Mcrcx a 39C 5�13.v, uc aro xt3rnwm Pom � varuwmauFrt JJxc webllle: w.rw.WuevlpRtpm wf T V4jM11WDITPoo 4mottPSELL 01Tw6W/I.we w v as 1MY9I�w® H MNDIW/&O][ wIn1NEIEa AxdoflrvDTEt: C EOM ABE�IIM1 IIkDNTM0Ef11EDNN ADSMTABl1[INSNFEi2��NGMNY. AaOWAME91MF112PANS FOR5PE0FlC }. AN ENEdVEWIND ARFADF IO SoR.SHALLOE USED FOR DETERMININGWINO MARS MR ANCHORS. i ME WARM SUMMER FNAR,,PEE,P, OR MUAN LM FGATVE UMN MADE ON SHUTIRFA AND SaER SPANGR1kM THAN GO UUAI 10 SHUFFERSPAN. 4. SEE MOUNTING SECOON DETAI6 MR NFNFIFIGGION OF CONNECRON TYPE, S FILLnING 51RIIENPF MAY OF CllNNM ASIM CAOHDUOWCDNdM BFL .GRDUIFD MA50NRY,ORWNDFPM1wG RfHPfNQ ANdOfl SENFWIE WRMPFRAl1dOP1YPEBARDONTiEOFPWOSOONNGSIRUCNPE E, MOCUSH DEINSTAIIFDIN=OADANCEYHTHMWNFAMnM'REOMMENMVONS. 7. MINIMUMEMBmMWMDMED6TACEROUDE5WAllF ORSTUttD. 1. MORE ImONG MUMRE n P09-TENSIONM CONCRfTECONIRAUOR SHiLL WE MUMS PRIOR TO ANCHORING AND CODMINATEANCHGPAGESUd MTCAPIFSAPENOTDAMAGO. i MENAi ivOoo FPUarMAwe Mw DOIX Nm vlr moo: FAsm NGMnPI�YN o'NA TM CMYMR EE40UM ROGER. 16 WHERE MG SCREWS AND WWO SCREWS FASTEN TO NARROW FACE OF SNO FANNING, FASTENER 9MLL GE IMM IN dmLLER�NADM�mRA1MIM WADdO SdFDN�E SDCHfW55XNLANWPSYANHf�ADORNRHG000051UD 11 MAMJNESCAFWSS HAVENNMIMMUMOFI/0•FNGAGFMENTOFTHR9%INBMEMUCRANDWYMVEE"EPAPAN HGD,IRLLSSHFM,ORWASERHM➢ILD MBOIII,U.ON. ]E �OfSIGNAIFSM'CHORIDNOIFIOtdiXATAOFNmKCEPSABIEIRFS U. • OFSI6NAIESANdOAS1NATAREPEMWABIEOYPFMOVINGMAC111NESCAE4V,NUi0PWA5NEREDWINGNUf. 14. ALLmN(AflFANCH0RC5HALL0EIA'RAUEDW UNPA[YCHCONVf1E0NEYWIIXAMWMUMWNCRE1E51PB1GINA$ NOMMMOMNGMCONE LL wNFNAdOMNG10 CONdAEBU1C1C5a5PNDIMPACTOPILL55HALLN0i BEU5FaT00AILLUROBI0IX0Al0 UlSTALL mxdMsdfws WPaom�niu�ID� WIIXSi.VGVL n35iP MGGaa rmWVWv/aWw wxu wimm X.(W�,wG W Mnwewa This item has been electronically signed and sealed by J. W. KnezeNch, PE on 819117 using a Digital Signature. Printed coples of this signed and sealed or verified on any elect FANG 41961 1TEOF � AWW. HUaf iIUW E nRCIICCIION _e 2z Wm Nto � Wz Z 0 Y V