Laserfiche WebLink
CONCRE BLOCK OR WOOD STRUCTURES-. VAUQ FQR REGULAR, LIFE <br />S&EM & E Z HANG STORM PANEL SYSTEMS <br />{ ,t'S AL9' DR <br />2'. YY3105 <br />NH-lp1i#.�o FRAME <br />VARIES LS7➢fY <br />906-#6 At;0& MOURNE) .0 <br />� <br />'I, 1 , ,- 2 Y t�tiN s 72' oc. <br />lxl <br />t" <br />Pa/REv � <br />' POlR1Ea y L 1I4Y x t 3/4' .T _ _1 1 <br />BiaCltdl 2..A 14001P FlWA - F 2 T 2 p7y <br />,... <br />REMARED f�11I so Flo NraKtT } tY ate".:, t Min <br />2`A4• tmOD PBAbiE OR� .M <br />1 01440 <br />RF31tA6E0 .. -.,._. <br />i `4 -7. t d"x. t = a".,,,;�. 1" <br />NP, +11TR�Un tFAN4TE L!%i IaCatIDN R <br />.:.,A.. #R'rL W 1 2 2" 5B <br />wins y. R` <br />1 '� F <br />LbAR. 6. nR{: ALoAi. � ANIR,E aft ' <br />1 31 ..H7SF 51EEr:. <br />PaNtdAEtk' <br />r. w.Ar..A.u,:+' i#�: FOUINO CaNtRErE. ..a <br />,,.._....t <br />• C...,1I MEtAt >ii7tt'PIAIE J. O'YiM1 Yr0iW7FRhRf2. <br />T P1 <br />af$s-N#a y." RL$U'gEa. <br />#Otl3 T$ AILOY 212 " <br />t- 2 <br />CONT t# <br />A1N,tE - I <br />. ALtR4 <br />M.GAP <br />s <br />>a rRAar <br />«M t Ca+AL AAMrs ANGLE <br />CASE Ar (PLAN) CAS [PLAN) CASE C (PLAN) CASE (PLAN) <br />SCALE 1/4'.I• SCALE I/4"=1' SCALE 1/4"=1• SCALE 1/4'-I" <br />0R PAt&TlM1E <br />ut <br />PalipED: Cam_,. 910 rtdM Ar. .;`FEMALE $1 ANQ <br />i i9pNORETB e, i taP 9M UR yE _:._. 8lDaR ,Bait � PANFIA9. piblS <br />1.5X tq{WEti.. SNF.6. # aPEaiNc txt <br />OR 2"a4• w90tl ' :20 6 I) ShFETE , <br />I` <br />IAACIC <br />taNCRE17: VAR" I' <br />N. M! PANFi -. ,. AS ApPLACABLE .. 1 FTAME ( REroIaREQ a • ! D. r- t3 <br />4 <br />MDOfl S fAx <br />BEYONDFaw <br />tYtOfH) cNBG% aa� OM rRk E AFffitlgiB ,t i "y,, t fT 'a,1' # ,, Cs <br />101, <br />a4aL <br />!f: MW <br />VARMS•lOR4$J ."'rt./ 4" <br />ta <br />full. jA PfAa twl Pe Ji TOs N (f f tut END PANQ <br />fi <br />X . HA.' DISTANCE _ <br />I <br />E <br />a v� <br />CASE G )PLAN) <br />SCALE 114--1- <br />,..... <br />s• ? - '•, tf $ vAI.N FOR DIRECT MOUNT INSTALLATION 0N LY & <br />z �, <br />x e iCEN y <br />CEKf1F1EU PANEL INSSAitATNNa AT WALLS W/ <br />No. 44147 SURFACE LEVEL YMMIIM wttHNi 31+• <br />t it FLORIDA BUILDING CODE NOn Hiall Valocilly Hurricane Zone) <br />CASE E (PLAN) CASE F (PLAN) _ .` ta> 24 13ASE GAi.VAttl=ED STEEL S M PANEL r„t <br />S4.f'•..f'(Dai)D�.r'y 00MINN er; <br />SCALE'1/4".1' SCALE I/,V i' .: w <br />Go <br />iL i1dc, tt PR03ECilONI PRDDIXTSR U.C.n a3 <br />ar+ %IH.{�,+Ip f 403%T {)'. �(17S <br />sA ae <br />vw+.r = aaY xii'-zRx rr1.14*i PIaX£E taSFl9N-'i4A.. ft., {95f)a5➢-wr <br />Jff <br />a'PwlSlfv «.. ae . VIA" ftaa,L1ER <br />P.c A an. P,i x sow a or Ut <br />(VAUD ONLY FOR PANEL &NJSTXJATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 & 7) <br />MAX ASA. <br />DESIGN <br />PRESSURE <br />RATING <br />(p•a.1.) <br />MAgUN ANCHORS SPACING FOR E.D. - AS SM7OO N ON BMW$ 6 & 7 : <br />- <br />APPUC#e84E <br />ToPANE. <br />AmwqvilesPANELMA7E <br />�Plk <br />OF THEM <br />: LENM <br />1.' <br />00 <br />TAPOON <br />IPA SCREW <br />FEMALE N <br />PAHELMUYE <br />PLUS <br />WOOD Nr. <br />t3' <br />13" <br />13, <br />13• <br />Ir <br />Tw7R <br />9a' <br />13- <br />13` <br />13' <br />13` <br />1w (Bahia) <br />5 }/2• <br />6 if2' <br />6 t/2` <br />a i/2` <br />$ <br />a` <br />e` <br />6' <br />B` <br />MP) <br />OR <br />Lb <br />13• <br />,3" <br />�11' <br />�13• <br />is, <br />(10P) <br />OR <br />LESS <br />is' <br />13, <br />T3• <br />13• <br />13` - <br />(81:1110M) <br />i3• <br />73 <br />13' <br />V3' <br />a 1/2 <br />w <br />mr) <br />_ <br />73' <br />13, <br />17i" <br />13' <br />r <br />Iw <br />tom) <br />5 if2• <br />8 i/2"t <br />a IJ2` <br />5 1/2" <br />(top) <br />1/2' <br />a 1 a+) <br />?S1/24 <br />T,O4„10 <br />• <br />a 1/2" <br />) <br />' <br />I/2" <br />H IJ2'' <br />12,t13•_..__. <br />..,. i3 <br />a 1 <br />afy (BO140M) <br />• SEE TABLE j) FOR MAX. AS,D: DESIGN LOADS & to R PANEL LENGTH& SP'A= t5 <br />USED, CORRESPONDING? ONLY TO ALTERNATE 2W ON %W 6 <br />MAX. A.S.M <br />DESIGN <br />PRESSURE <br />_ ANCK96:SPACING FOR E.D, - AS sSHMN ON SHEETS a k 7 <br />VAYMM <br />APp OKE <br />TO <br />ALTERMAM <br />3:.ANF <br />OF IMEM <br />PANEL <br />vtTR4 <br />(ft) <br />TAPCON <br />tAO SO1t£A' <br />PANELMATE <br />FOAALE M <br />PANELMATE <br />PLUS <br />". <br />6U5HM <br />IY <br />13• <br />13' <br />IY <br />I3' <br />IN <br />1r <br />13" <br />t3" <br />Ir <br />a' I <br />iw <br />a t/2` <br />- <br />8 tf2' <br />B 1f2' <br />6 IJ2" <br />a iJ2" <br />It" <br />- <br />6 1/4" <br />12 iJY <br />a I/4" <br />(BOAT•+) <br />6' ' <br />7" <br />7 ye <br />a• <br />a' <br />- <br />crop) <br />09 <br />LESS <br />7 1/2` <br />8' <br />B' <br />v <br />- <br />3w (Btl1TOM) <br />454 -45 <br />+76, -76 <br />13 -. <br />13r <br />1Y <br />13' <br />13' <br />(805101A) <br />I3" <br />IY <br />_ <br />13"' <br />it <br />t0'.. <br />tw _. <br />1a' <br />13` <br />IS" " <br />IS' <br />B tJ4 <br />tw IfwmiM), <br />S t/2".- <br />- <br />^. <br />6 1/4" <br />T2 1/2' <br />8 t/4• <br />(BOTF, <br />TO <br />7 i f2" <br />(Gip) � <br />7.,.�",. <br />J;_7;;�;I; <br />12, <br />73' <br />f3".._ <br />53` <br />r3• <br />43* <br />TO' <br />4w <br />• SEE TABLE 01 FOR 6LAJ(. AS.D. DESIGN LOADS & MAX. PANEL iFNS.iHS WHEN SPACER IS <br />ISO, CORRESPOND1N0 ONLY TO ALTUMIF 2W'' ON SHEET 5 <br />e <br />A.S.D. DESIGN LOAD <br />WAM PANEL <br />LENGTH <br />40 PSF OR LESS <br />8'-i <br />> 40 PSF TO 50 PSF <br />6"-r <br />> 50 PSF TO 60 PSF <br />W-10" <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE i AWLE ID ORS M MATE PLUS <br />!t)4Crt1OR5 dt Ml/ (B�1 SP 40k 1 2" OX, <br />INSTAL ALATION OILS FOR LIEL SAF PANEL (1"i <br />N. <br />1 4"i TAPCON POUREtl t 4Y TAPCCN POURED <br />",... OR_• ANCHOR o <br />NLa <br />➢EE IN i1 1e FOR ANUNDR9 3 FL'W <br />O&VUAIVM Mo YTS IMF <br />MIN" mom 9erI0 w NW wmw fm Oisawa <br />AM 0*"Fw I* TIM stntsxAE. CUR E.A LS'� TIM <br />eC2 m am SO4SxAE RfB110E .1* 5N.K0+0 BY <br />b1UL7iM,Ya1a SPA" 3HOt1N ON SCIAMLE 8t M <br />FOIADk9T0 fACmRS T,e3 8P€RAt in 9E POSMEM <br />RE7MR:E0 SPACWQ t7HPiai.Q U6E:C FitClOR Swu NOT Be <br />LM THAN MIMMUM WZW xa1RATEp FOR FAIN ANCHOR <br />TYPE ON In SWAMI ft <br />AHM TM <br />mom <br />UNOCAL 1MWO wo" 00 <br />3 <br />3 <br />w wewrtxw 17M <br />3 <br />3 <br />AaiaMaeid OxrxW HirRJ qtj. <br />3 <br />;<!/s <br />At61e1.>lMiC 9welizow <br />Fg= <br /># <br />445 <br />140 <br />OOPMA2ETE <br />NEOtA ..RED <br />1VALL 120UNT,w <br />SCALE 318+1" <br />(VALID ONLY FOR PANELO INSTALLATIONS AS PER .SECTIONS i THRU S. ON SHEETS 4 at 5) <br />APPLICABLE <br />A MAX. PANEL iENGiHS ARE VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2` O.C. <br />"IDA SUR,DING CODE Non NI h Ye1,TeT MfMrr)acm Zone <br />I'M <br />i*` <br />yy Maam <br />F00. <br />/�20-L79 <br />rf <br />x2m$ nreca as 24 CAGE DALVARM'D STM STORK PANEL rAwa er <br />}b �.AL PROTECTION PROOUCM 1lati" IVV/J <br />S.4L 51 sma <br />tP:,TER,a �Artar P$ # aRET F aF to <br />VAX. A.S.U. <br />PR€SSLlRE <br />RAntaa <br />(p.e:fJ <br />hfNtYAILI ANCHORS SPACBaG )�R Aq4 Co. PER SCHEW(E �i.Ow.. <br />1A4:0WIMI <br />tt71GiN <br />MAX AS:p: <br />PEE <br />11A7nID <br />MA%QkAt A19ClI�S� SPACING FOR iqi Ep. � fad BR.OIY- <br />APiYAABIE <br />},M <br />tEnaFil <br />(N;) <br />'TAP-CCN <br />SOLlD-•SET <br />PANEIM4� <br />PLitS� <br />ZI�L-#WtIN <br />CALK-tN.. <br />g � <br />CWIB9FDA117 <br />OF TtwA1 <br />TAPCON - <br />'SPED -SET <br />Fk1W,E <br />� <br />p <br />� <br />Wi1� <br />CNX-fN <br />m <br />ro <br />ro <br />m <br />' <br />m <br />mSmabR <br />to <br />m <br />m- <br />+45. -�. <br />ti35 <br />la• <br />13' <br />t3" <br />tY <br />13" <br />13` <br />11' <br />Ir <br />is 73 <br />tr <br />73' <br />t3' <br />t <br />5,.,a <br />L8t <br />� <br />. <br />tY <br />#3' <br />- 43` <br />f3" <br />1T <br />73' <br />t3` <br />ta' <br />TY <br />iJ" <br />;3" <br />1. 1/2 <br />t ftOP). <br />8'-e8• <br />LESS' <br />!J' <br />f3' <br />f3" <br />13' <br />IS' <br />13" <br />tY <br />t3"' <br />13' <br />13' <br />iS" <br />t3' <br />f (BOTTOM) <br />fl' <br />13' <br />13' <br />13` <br />t3• <br />t3` <br />i3` <br />13'.. <br />t3` <br />13' <br />13' <br />tt 1/2 <br />t {WifCµ) <br />7Y.. <br />1Y <br />tJ° <br />13' <br />i8 <br />1a` ;. <br />f3` <br />t3' <br />13' <br />t3' <br />CIG17 <br />3` : <br />79• <br />t3' <br />Y3• <br />13` <br />13' <br />: S3` <br />t.i' <br />13" <br />13` <br />3' <br />11 tf2 <br />2 (10P)- <br />- <br />13" <br />Ir <br />13 " <br />V3 <br />1 S <br />" <br />13. <br />i 3 <br />73` <br />2' 80T10E! <br />{ <br />13' <br />tS <br />73' <br />1J' <br />t3' <br />ta' <br />, F3• <br />13` <br />73' <br />: t3' <br />13' <br />i t <br />2 (9OttDM} <br />. <br />#$' <br />t3 <br />73 « <br />13. <br />73 <br />IS`.. <br />73 <br />is, <br />73 " <br />:-" <br />f3 <br />13 <br />13 <br />'(TQP) <br />iS .. <br />!. <br />3 <br />13 <br />13 <br />t3" <br />SS`_. <br />13" <br />73" <br />13' <br />1t 1/2' <br />3(tOP) <br />- <br />- <br />f2 7/2',12 <br />1f2, <br />6, 1/4• <br />a tf<` <br />2 t/T°!2 <br />tf'#., <br />- <br />- <br />a Yf+". <br />:8. i/#" <br />3 <br />�• <br />- <br />2 Y%Y"1T <br />if4 <br />6 1%4" <br />6 3[4` <br />.T tf'�' <br />Y if2 <br />- <br />_ <br />6 }JP. <br />8 tld' <br />3 {BOITgHAj <br />e <br />7 1/2 <br /># <br />e <br />6 1/Y <br />a <br />a <br />a <br />6 1f2 <br />a <br />7 t/r <br />a <br />a <br />e" <br />a <br />a <br />.... <br />g" <br />.. <br />a• <br />,.. <br />''e" <br />_: <br />g• ' <br />:�.: <br />g= <br />.. <br />{., <br />8^ <br />'_ <br />tl" <br />_ <br />,g• <br />^' <br />8• <br />- <br />➢" <br />-' <br />g. <br />.- <br />4 (BQ)TOM1 <br />13 <br />#3 <br />"B3 <br />T3" <br />1S <br />73 <br />3 <br />:1 3 <br />V3" <br />13 <br />13' <br />t 3 <br />8 . } <br />Ta' <br />T3 <br />13 <br />13 <br />13 <br />is <br />73' <br />#3. <br />13 <br />'I3 <br />§3 <br />V3 <br />t] <br />13. <br />13' <br />1 3" <br />4 Y <br />13 <br />73.... <br />t3 <br />t3 : <br />T3 <br />13 <br />L9tlTNlM) <br />YS" <br />73 <br />W <br />13` <br />15' <br />13. <br />33' <br />73 <br />13 <br />13 <br />1b <br />(T4m7tlM).. <br />13' <br />- 3' <br />1 <br />13" <br />1 ` <br />S <br />73« <br />13, <br />:43" <br />13' <br />. TY <br />5" <br />3 <br />ts' <br />iJ " <br />8 fitlP ) <br />ta• <br /># J' <br />t ' <br />a <br />f3" <br />SJ'. <br />t3" <br />t1' <br />Ir <br />7J" <br />t " <br />3 <br />1 J <br />11 t 2 <br />I <br />8 i <br />- <br />8 t-- <br />•^ <br />^^� <br />9 .`* <br />- <br />- <br />a tJ♦' <br />6 4 <br />8 ij <br />a 1/#" <br />: Y ` <br />4 4 <br />s 8O1'C� <br />13 ": <br />6. <br />13" <br />#$ 1/2' <br />1 <br />a' <br />7 <br />f3` <br />_ 7r <br />> if <br />.. _ <br />J lf2 <br />13" <br />41 %=.. <br />4;(TOP) <br />Tp <br />td'-:4` <br />#J": <br />8' <br />7 <br />i3" <br />13". <br />51 `, <br />f3" <br />a t <br />9 IfY <br />-tY <br />e / <br />13` <br />#!/➢'t <br />>5,-e' <br />TO <br />4=6' <br />73 <br />r <br />73• <br />7a` <br />13' <br />B i/2 <br />tY <br />➢ 1f2 <br />#0 lJY <br />7lf2 <br />13' <br />S° <br />t (B017dt) <br />1J" <br />7i 2', <br />13' <br />13` <br />f3' <br />t0'.:. <br />13':' <br />tv <br />v <br />13" <br />8 IfY <br />i (HDi'FOM):: <br />13' <br />6' <br />53t <br />t0 1/. <br />1J" <br />7' - <br />f3" <br />-7'. <br />7 tj2:- <br />S Tj2 <br />13' <br /># 1/Y" <br />(ipP) <br />t3° <br />a° <br />tJ' <br />t3` <br />13" <br />a lf2': <br />13` <br />8 IJ2. <br />9 iJ2` <br />d !/2' <br />1]' <br />6 t/2. <br />2 (1�}- <br />13' <br />?" <br />t3' <br />I 13" <br />sY <br />9 i/2 <br />13' <br />➢ IJ2. <br />tO IJ�7 <br />#fT <br />13° <br />tl 1j2' <br />T (BOTTOM) <br />-i3` <br />7 r/Y <br />iJ" <br />!3' <br />1Y <br />7tY <br />iS` <br />IO" <br />ti" <br />jr <br />73' <br />a IJ2" <br />2 (0aR0A,) <br />13` <br />B IJ2 <br />i3' <br />H 1j2 <br />to i/2 <br />7 f/2 <br />t3` <br />b 1fY• <br />3 <br />73` <br />7t/Y <br />t]' <br />i3' <br />iS <br />tv <br />/3' <br />a 1/2' <br />3 (TOP) <br />- <br />- <br />12 i/2 <br />12 !/2 <br />a 1/4• <br />tl t/4" <br />2 1/T^ <br />6 tj#'' <br />- <br />- <br />6 1/4' <br />,6 if4• <br />{iMfTWI) <br />- <br />- <br />12 ITT <br />2 1J <br />6 tjd' <br />a 1/#' <br />1 fiJ <br />f2 tfY <br />- <br />- <br />B iJ4' <br />g /j4. <br />3 (80Yfffid} <br />Y - <br />3' <br />8• <br />6 IJ2° <br />7' <br />3 tj2" <br />8' <br />4' -# <br />t/2" <br />3• <br />a t/Y <br />3' <br />(TpP) <br />7 tfY` <br />3' <br />6• <br />6" <br />7' <br />#' <br />8" <br />#" <br />4 <br />a" <br />a• <br />8' <br />TY <br />"5 if2" <br />7 1/2• <br />i (aoTTDig <br />- <br />t/2' <br />- <br />7 IJ2'. <br />- <br />i (�eFS3M).. <br />]3' <br />t3' <br />9 tfT' <br />13' <br />➢ tj2'.O <br />7 t/2' <br />13" <br />a` <br />(#Op) <br />iS' <br />6 ij2• <br />f3' <br />13' <br />13' <br />tO` <br />9a° <br />1v <br />7)' <br />a' <br />ts• <br />a iJ2' <br />8 <br />t3' <br />T <br />1.3' <br />1S• <br />13• <br />B IJ2'" <br />73" <br />9 tf2` <br />O If2 <br />7 Y/,4" <br />tS" <br />a !/2' <br />S (BOT10M) <br />33" <br />a 1/2" <br />13' <br />f3' <br />17° <br />70' <br />t3` <br />10' <br />1t' <br />8' <br />iJ' <br />67fY <br />5 1ROTTOM)' <br />73 <br />3 <br />13' <br />10 IJ2 <br />13' <br />7 <br />#3 <br />9` -.. <br />7 Tf2" <br />5 if2" <br />13' <br />4 1/2 <br />a (TOP) <br />to <br />M <br />A 1Y12" <br />IT <br />/ <br />tJ <br />J2 <br />(IOp):.. <br />,,.- <br />..., <br />8 ff4"..tl <br />5 #"e <br />if <br />a tf4" <br />- <br />-^ <br />�' <br />=:• <br />I <br />#` <br />.{lMTL ) <br />_. <br />... <br />8 4 <br />Bt f <br />at 4" <br />aT 4• <br />I <br />. ._ <br />- <br />:.;rEE SiiLt"t tt FOR ANaWNS TYPE t N'JCMq FOR aa53AtAAtd#K 886 w0a0 z$MK <br /># wRAN111 ANaa]A SPAdBIL9S �+ WNIMUM LOOS 9XSgNaE FRE plWaAtta tR} tN6 SFt7tTltAE POA iO.. <br />1FSS Ti%Id dWltATEO t1N SiAifOAAE REQUCE ANCNaN 6PPCW➢ 81 AWt7IP177A'i 3NOwN a12 <br />� RY Yt9 fOCI.OwN9 FACtfoRS. FOR TtY5 4PBRWSA4t 7a eE SMCai➢ <br />SIWLIdt 9i LESS LIME# MII(IMUMf Si'AtlNM aJtMGTEO Ft9t {Ap: ANtaAW TYpf <br />�J4 Ar <br />11N <br />-4 Y <br />if44 <br />11413 <br />1/47 <br />cwci>M <br />mLsas7 <br />s,w.k <br />MBa#aBli Afk7i0R SntCNO (MR) <br />S <br />3 <br />3 <br />3 <br />2 //2• <br />3 1R <br />ix«1 <br />3 <br />3 i/2' <br />s <br />e <br />3 ifs•' <br />3 <br />aml <br />3 <br />3i/2' <br />>i1J2• <br />� <br />atry <br />: 31/2• <br />Ai7lltl. � DIBRMX.. <br />F)1CSOiR. <br />+-°sFt Y VALA1 WHEN StaMCER Is USED. SEE 2 it Fxue <br />'DESIGN LDA� 3e IAWf: PANE). WHEN SPACER iS �D <br />ASJD. DESRiF1 GOAD <br />� <br />4D PSF OR LESS <br />$'-$" <br />� i0 PSP TO 50 PSF <br />6'-2• <br />> 5O PSF TO 60 PSF <br />5'-10" <br />- (LEE SMINONS & ALTOWMES ON SHEETS 13, 14. 15 k15)----- <br />' <br />13" MAX. R-IA/13, R-3Ji/13, R-3A/14, R-f8/13, R-RBjt3 R-36/ti 3• MAIL! <br />R-IAW/15 R-2AW/15, R-3AW/18, R-18W/15a R-2BWj15, R-30W/14. 1 <br />1 <br />I } ! f 1 4"i-2IhcI SS, E�,`IS ivy 1', : ' q fr ' 5" j f I •t' <br />4 11 1 j I MAX <br />(USE 'Ffl(i PANEL Lf7iOtrT ) 1 P if i f PAWL. L.EN01H <br />OYFR Y-•� 1 ttt <br />� 17TE(iL1tAi1 � PANf1 S � I � REGUtAtR ORM PANEL ? I 8'-8• q +4a4, -40.6 P.s,1- <br />� I J £ - (1Y/ CY#UP Wi PANEL LWH Dom <br />71 <br />LIFE I SIORM PANd ` 1 MID rO ' ► PANEL ELT) <br />USE T-9' MIN. PAhWL LOOM <br />ssGel }Siw 1 , ,.g.,::-*' '`:- �__#• _;----' - ----`- ^` "- ---� - At ALE. hroal IQS <br />r' <br />.. k <br />f s, 6 T <br />+ I e 2 ."� t `r <br />+ a I <br />s <br />a <br />- t <br />rS..NO-CHEB Ai,�3�i10 v S <br />t p 11 t f 3 <br />i a . sAFkit'�°.•"'.�- � S i I i � i <br />#- ' y Y 1 1, � e I .✓'"_ .. 1Rifa O LIFE 3i <br />3 <br />I" �} PANEL BOtTDM� LXSRNERS i i t 14 E <br />-- ._"' <br />WM NUT t�'y1/T���pp��n�NUT Ar = —'-� <br />AT t 3MXURI R L.a... RNNO <br />3• LEFT PANEL. RQft PANEL 3• INSTALLATIONS ONLY YAUp FOR WIND <br />t' SPEED UP TO 170 M.p.h. <br />I' ON. R-1A%t3,,R-2A/13, R-3A/14, R-19113. R-xBft3. R^3B/14. <br />R-TAW/I% R-2AW/15. R-3AW/16. R-1BW/15, #-2BWi/1b. R-saw/18. <br />[SEE SWitONS a ALTFRNAT140 ON SHEETS 13, 14, 15 &ta}_._:-:-.:: #dA:. t+iP <br />UEE SAFETY SMRM PANEL ELEVATION (f) <br />� 7W7" SCALE I/4'-I" .. <br />f 's :.+SSttORM PANEL ( " OFtBAP .t ow ;' v RS'IO�t �PANtT. Y . <br />7f4• � " -" _€ - _ -- - � `�. ��4y, `� � SEMI <br />fA42t. GAP etc " "�'+,uz� <br />, Yids`. <br />LIFE swo PANEL 'C7'.• 7�" FLORIDA BUILDING CODE Nan High WItai WN, caPir Zone) <br />=RIOFgf�ORMDN,.-lyw aelvtaeo.r+� 24 DAOE OALVAI(RED STEEL STOtRt PALE(Well `f <br />y iIL F.0 0 f.e, CABAL PROTECTION PR40UCiS, i1C. <br />SECTION A• —A 4aBD 33r. ar 617 <br />.. aft. ste a. ma AYf. FL Mf 20-175 <br />SCAB V f4'•el' "L"� ttr". = 7Z w.-r 5 Pxolc: IaxHaA-7a+6. Frac fta+jeBa••a7at <br />ONAAW6 Nm <br />PF.:52.idffCOMRi1NIE/60F M aM{ pNr aMs,! <br />f/`$•, PE f0 as atwtl 72 19 <br />+4 <br />-t _t <br />INSMUNA110N 'QUAU <br />INTO <br />A7 <br />T <br />FOR U S1! EM <br />MO ST tUCTURES <br />PANEL <br />1 <br />f� <br />NEWER <br />wa0a R <br />f <br />r <br />4•e TAPC'OIi <br />O W OX. <br />'. j it <br />t 4Y YAPWN <br />NOR 0 v O.a <br />I 1 / 4-0 TAPxN <br />O ➢' U.C: <br />j <br />I <br />1- '� krI i <br />.j f <br />f <br />iWI <br />` <br />r; ;z <br />t/2� }f+` " : i/T` # 4' <br />fi ' f <br />2 <br />f'` <br />��i <br />�..tl/ � <br />. <br />I` <br />i1 <br />a. <br />A ♦ v <br />1 F <br />d' <br />fI <br />1 4tr-2wil•. .__ _�' - ... <br />1 <br />. <br />tAS.a <br />"` -- <br />At BBU6w� <br />1te»AAv <br />-�'�•=�- -., pPat.rax vRNtL � H / ,1� <br />I 1 R / 1 �. <br />4� <br />v MAX 9 <br />PAHEt. LFliKttit <br />I <br />'1' fLMax,a.. <br />i." MAX. <br />No PANEL LENOM <br />R <br />i PANEL LENGTH R <br />--; <br />ata SN€EY 121 <br />f 3 t t <br />__.._.i_: <br />1 UFMT- <br />➢ I .,.-.....! (SEE <br />SHEET 12) <br />Slim 12) aa"- 1 <br />p t' Min. <br />-i <br />� ON 5F�7 12) <br />j S riFP. ! 1 <br />9g To ,/&S. <br />�+, <br />,;. ..._. ..; ) k <br />u i`LBn. <br />L/2 <br />CLASS. ! <br />N <br />t... <br />I u <br />f t if2 <br />I <br />c1AM. <br />Ea <br />121i1':e121;1•: <br />` <br />i <br />._.>._..... .:L <br />M <br />t <br />I <br />9 <br />`[i IRA tAa. <br />eeoLIt <br />} € i <br />L. <br />{i <br />lid" w0af I £ } 4 ] : <br />P, IAl�al r § } i�" <br />4 <br />11 <br />4Ress: <br />t j e iz t�+i .. <br />f: f <"o TAP'L7N <br />:. W ..O.C.. <br />7WR q tla AttC OR:O 9 <br />.- f f.;,. <br />». <br />g€ <br />t 4-0:'FAP2"+14 <br />..,.%, <br />ANOtiCR q V:O, <br />f i 11 <br />L,* i."1 <br />Ea w a Br W ➢n10 <br />StR I Sib c. I <br />f <br />.. <br />s _ i ? <br />- <br />1 <br />4 • .ANCHOR 0 9 O.G. <br />t <br />�AOGERED <br />TE t 'PIAtE:wow <br />{ 9j <br />.. .c_.•_-,... <br />REQUIRED <br />AW <br />AhNlYE-B-tI�TER++tTIVE <br />'2 LIFE SAFLIY PANEL <br />wAu � UNTINGS <br />SCALE 3/6.#' <br />R REWAR paHFtc <br />T1 jr. <br />1 <br />SCLLE 3/a>ei" <br />FLORIDA <br />Lp <br />BUILDING CODE Non YalacHy NOriizene Zoned <br />1, 1NSTAt1ATI0N ARE ONLY VALID fT)R A.S.O. DESIGN <br />PRESSURE RATINGS (pa,1� ANO PANEL LENGTHS AS <br />PER ELEVATm ON SHEET 12: <br />2. FORNWWOOD FRAME CONSTRUCTION: W000 <br />a1N36 faTEN. TIC. F}. <br />24 GAGE GALVANIZED STEEL STOW PAW <br />.. .4067 'C * � TIED OR1i Aim. BgNetr pn <br />(R08AL PROTECTION PROOUCT� LLC* aJn <br />a 6TAT6 JI-ECO..q, aaootp.ArPRO <br />/ <br />MEMBERS 70 6E ` PI Ha 2 W SPECIFIC <br />EMBERS SOUINERN NE / FI <br />y11,;. <br />%t7,r .,OF((D ;• - '+ <br />9 ,•• <br />>x <br />+2s a1x. w.A.:ab waMRRnaepA n.:tr <br />,w, Pmf <br />prec. FL:331ta '20-175 <br />r wMs tMlaleva agi6 Prat (vaa)aeaYel9t <br />DENSDY OF 0.55'00 EQUAL <br />iPi{••••• <br />W-a9pa7f➢ <br />(VAL)D ONLY FOR PANEL(DINSfALLATIONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5) <br />MAIL ASD. <br />on" <br />PRESSURE <br />raT3dG <br />M"UlA ANCHORS SPAbW FORANE.D. PER WHEDLAE BELOW <br />APPUCA E <br />TO SIXTIONS <br />g �, <br />Wild 1Lt <br />PANEL <br />Lol" <br />f) <br />Mo. A.S.D. <br />DESIGN <br />PRESSURE <br />U-11 <br />WJ WW riWIORS SPACING FOR MR E.A. PER E BFLOw <br />APPMAIKE <br />W:nows <br />MUN" <br />Pmm <br />LENGTH <br />VQ <br />TAPCAN <br />SOW-•8ET <br />PANELMATE(-•St <br />- <br />tG <br />� <br />LVAIC-.HNLN <br />GU <br />YAPWN <br />SO41Q-SET <br />FEMALE <br />N <br />P pt� <br />7NA5C-HMlt <br />CJttK-# <br />8 � <br />To <br />m <br />Sato <br />m <br />m <br />OF tgey <br />m <br />m <br />m <br />To <br />m <br />19 <br />o THEM <br />}Taro76 <br />i3" <br />1f• <br />13" <br />t3" <br />13' <br />t3'_ <br />43' - <br />13' <br />t3` <br />: 12' <br />TS` - <br />rQ' <br />t - <br />a'-N <br />+717-7a <br />S0 <br />+779:-11G6 <br />7]' <br />g <br />13' <br />4C lf2 <br />13• <br />0 1/7 <br />it <br />6 1 2 .7 <br />1/2" <br />3 I/Y <br />Ir <br />Iti/v <br />f <br />g,_ar <br />OR <br />LESS <br />13" <br />it, <br />it <br />13, <br />tr <br />I3" <br />tr <br />SS• <br />Ir <br />tY <br />Ir <br />IV <br />i (aOYICM) <br />,J` <br />e:.1/$' <br />73° -. <br />!3' <br />i3" <br />9"- <br />t3• <br />8' <br />14' <br />7 1fY <br />73" <br />r <br />t (BOTTOM) <br />tr <br />tt' <br />IF <br />13" <br />id' <br />V3'.... <br />I3' <br />13' <br />Ir <br />:1Y <br />it :.. <br />IV <br />(MOP) <br />I3• <br />5' <br />f3" <br />TO t12 <br />13" <br />8 t/2' <br />IS <br />6 1/T" <br />7 1f2` <br />6 71Y <br />tS` <br />4 I/V <br />2 (tom) <br />! '.. <br />li' <br />t3• <br />13' <br />3" <br />�.-, <br />13' <br />13` <br />t3" <br />7S' <br />t2' <br />13" <br />t0` <br />( ) <br />f3' <br />'" <br />7' <br />43` <br />Ir <br />tr <br />9 i/Y <br />13' <br />A t/Y <br />Q 1/2' <br />7 #IY` <br />13` <br />4;1/Y <br />R.':(1501TOM) <br />s <br />Ir <br />a <br />it . <br />- <br />r3 <br />13 <br />Ta <br />#3" <br />1 3 <br />t 3' <br />13 ., <br />- <br />f 2 <br />-..: <br />t3 <br />- t0 <br />Ir <br />7r <br />43 , <br />t Y <br />3` <br />4.1.Y <br />f <br />t3' <br />9 if2". <br />10 t /T <br />77. 2` <br />f <br />t * <br />3 <br />6": <br />3 {TOP) <br />t <br />4' <br />GitTT{ <br />- <br />2T -2 <br />1 fT <br />1 4" <br />8 /. <br />s A' <br />t <br />21 "b1 <br />/Y <br />/ 4" <br />- <br />- <br />t d" <br />8 f <br />8-1 4' <br />/ <br />3 901fON <br />{ ) <br />a' <br />.• <br /># , 9• <br />s" <br />6 Tfr <br />;;1fx <br />4 (tQe) <br />a <br />/2 <br />a <br />8 <br />i2 <br />(8019(1Nj <br />',,.•. <br />13 <br />tr " <br />t3 <br />!] <br />73° <br />IJ " <br />Ir <br />13' <br />t 3- <br />IV <br />13" <br />10•'1d' <br />{T0?) <br />6 if2' <br />73" <br />13` <br />i3• <br />v <br />13" <br />$' <br />10• <br />7'T: ' <br />13" .. <br />6" <br />13" <br />17' <br />13' <br />13` <br />t3' <br />fi3• <br />73" <br />f3' <br />13' <br />i2° <br />f3" <br />14' <br />{BOITptA) <br />13 <br />-7" <br />tS`. <br />1s' <br />73" <br />$ i 2` <br />f <br />k 3 <br />9, /2' <br />O t iT <br />7 I ' <br />J2 <br />73" <br />,4" <br />5 {aO11QM1 <br />-.) <br />13` <br />#3` <br />ia' <br />13' <br />13• <br />t3" <br />13' <br />tY <br />1S° <br />... 10` <br />s ((0P} _. <br />Va` <br />6 <br />1 3 <br />t <br />13" <br />a 2" <br />tY <br />f <br />7 1 /2" <br />J2 <br />13' <br />f <br />4 (IOP) <br />6 I j4' <br />➢ tJ4" <br />a 1/4` <br />6 1J <br />-• <br />- <br />- <br />- <br />➢ e <br />6 Y/4" <br />a (BOtY?') <br />_ <br />_ <br />6 if+" <br />6 if#• <br />a 1fd' <br />B i f�1' <br />6. 1/d' <br />6 i/d"' <br />- <br />- <br />6 ff4` <br />8.. tJ4' <br />6 (BOVT:W.�) <br />is"... <br />Y ,/21 <br />T3` <br />IF <br />13" <br />ICY`. <br />is, <br />'10, <br />it' <br />e` <br />13` <br />6 1/2- <br />T: <br />: <br />W__r <br />Tp <br />8'"'O`if2` <br />i3•.. <br />'J' <br />13` <br />fD #fY. <br />1 <br />6 1/2` <br />t3" <br />S t <br />7 tj2' <br />S 1!2' <br />t3' <br /># 1/2-11 <br />{SQP) <br />W_e <br />in <br />13" <br />7 t/2" <br />it <br />T3" <br />ib" <br />0 1f2 <br />b3` <br />10 112 <br />f 1W <br />a- <br />#3` <br />7- <br />1 (Barlow) <br />13" <br />5 IJ2" <br />Ir <br />IS <br />13", <br />v <br />Ir <br />9' <br />Iv <br />7 1& <br />t3' <br />- 6' <br />, famoh). <br />tr <br />7 1/2, <br />it <br />I3` <br />T3" <br />TV <br />73` <br />tv <br />it- <br />8` <br />Ir <br />a T/fi <br />2 (SOP). <br />13`. <br />5' <br />T3' <br />Q t/2: <br />-13' <br />6 If2• <br />13` <br />a IJ2" <br />7 t/2' <br />S-iJ2` <br />tr <br />4.I/r <br />2 00n <br />13- <br />7 t/Y <br />-W <br />tr <br />13' .10 <br />IJ3 <br />13" <br />10 1/Y <br />11 1fY <br />e' <br />f3' <br />Y <br />T CBfittOf <br />Is, <br />7' <br />13" <br />tY <br />t3' <br />$ 11r <br />13, <br />9 1/2• <br />0 7/2 <br />1 <br />13• <br />7 1/2" <br />fl` <br />IS' <br />t3' <br />a Tj <br />!3' <br />0.1/2 <br />It 1/2' <br />6' <br />t3' <br />7' <br /># m <br />13' <br />7' <br />73' :. <br />Sy <br />t3" <br />a IJ2' <br />13' <br />9 1/2' <br />tI t' <br />7 1J2" <br />7T- <br />!< <br />3 fTOa. <br />Y 1/2.72 <br />1/2 <br />5 I/e <br />S 1hr <br />.2 i/T' <br />a 1 4' <br />a 1/e, <br />a 1/4` <br />0rfrOM) <br />1f2 <br />12 iJ2 <br />iT t/4'. <br />i t/4' <br />2 ,/2' <br />6 i/4• <br />- <br />6 1/4` <br />S 1J4• <br />] (BOnOW <br />7 1/2" <br />1 t/2' <br />W <br />v <br />7 tJ#"' <br />A. <br />v' <br />4 I/Y <br />5" <br />3. IJ2' <br />7, <br />a' <br />4 00p) <br />7` - <br />3 iJ2' <br />8' <br />4*_[Ir <br />I/Y <br />3" <br />a fIr <br />2 i/Y <br />{tuft) <br />- <br />r <br />- .. <br />Ir <br />-- <br />8, <br />- <br />B' <br />- <br />a:• <br />- <br />3 Maw <br />8" <br />- <br />6 IjZ`:: <br />- <br />>r <br />- <br />8' <br />- <br />5 I/2° <br />- <br />r <br />_ <br />4-( ). <br />13, <br />jr <br />a t/2 <br />t3' <br />10 1/3 <br />1 11_. <br />a' <br />1S' <br />T <br />¢8P).... <br />13' <br />6 1j2' <br />iS'.. <br />13' <br />ta' <br />$" <br />13' <br />e' <br />70` <br />19" <br />7 IJ2", <br />t3' <br />t3' <br />73" <br />a 1fT.. <br />Ta• <br />,O 1/2, <br />t if2 <br />v <br />_B' <br />t3' <br />7' <br />8 {BpFrpM) <br />13• <br />7" <br />13" <br />f3` <br />i3" <br />$ 4/2'.- <br />13•.. <br />➢ t/2' <br />4P 1/2" <br />7 IJ2'", <br />13° <br />13' <br />%3' <br />TO IJ2 <br />t3• <br />tO f/2 <br />I T/. <br />13' <br />:. 7" <br />9 {TOG). <br />13" <br />S' <br />ia' <br />. 13'1-1. <br />t <br />- <br />- <br />6:1j4' <br />B 9 # <br />a t#" <br />7t 1741 ' <br />- <br />- <br />- <br />- <br />a 1 4•.:8 <br />Will, <br />(@tlTT." ).. <br />- <br />d tf4':' <br />61/4 <br />61J#' <br />8 tf4" <br />-� <br />- <br />- <br />- <br />a r 4' <br />6 7J4` <br />8 Burt.. <br />HFF MO 11 fW AWMOd 1WE a ➢PICM Yt## 10STAUA7OW MO WOMP WAWA 81140"i3 <br />:e W "w MON* SPAwas " wow am � AIM'wmww ON 8a# um sm CO• <br />EFTS TlY�N 11V OE0 Wi Salim /fKatON SPAON9 or "IlKWA 3YAp!& wtoew, ON, <br />4CIIEp13f 62 111E FaL1A'riMq F/Ome$, fMi flies1d 8a 1N>45w1:E. 18ENiCEp 3PAgtlip <br />OBIAMW II M Al" SWL NOT HE LOSS TIM WO" 3PVM I1"00 FOR 041t ATOM IWE <br />ON I"s SOCULk <br />ANCHOR TIPS <br />1j#i t/4s <br />#Is. <br />1 1 <br />$9'➢OX �Itlmav <br />tA1UPdIgH <br />eNX-4I <br />' Maaexa ANO W SPAOR4 (hR). <br />3 3 <br />3 <br />3 <br />2, Vw <br />2 1/,1 . . <br />"tvm mtm O"1 <br />3 3 141 <br />s• <br />3 <br />3 t/2' <br />3 <br />IMPUM02 OLW 1V1BI- <br />3 3 Afa• <br />4 'Ir <br />3. t/2 <br />3 `km <br />, <br />AflW, iDE i■IMCB <br />FACTOR <br />faao <br />u7: <br />-%Aw <br />_ <br />aai _ <br />y f �••--•. <br />,-� <br />fAta-" <br />] .aP <br />TOP <br />SPACINGS ONLY VAi;X1 WNFJ4 <br />DESIGN LDAAS & MAX, PANEL <br />SPACE 1S USED,. SEE 1 FOR MA1c A.S.6 <br />LFUi(7M W!°9N 'SPACER .IS USED. <br />A.S,D, DORMN' LOAD <br />Y <br />40 :FSF OR .'LESS <br />"•,••,• e'•-6"" <br />> 40 PSF TO 50 ASF <br />W-2•. <br />> 60 PSF TO 60 PSF <br />5'-10" <br />A `MAX, PANEL LENGTHS ARE Y VALID FOR INSTALLATIONS <br />W/ SOW SET ANCHORS & W/ SPACER AT 12 1/2" O:C. <br />►1• '• :_$ • :" •i •. ;� = • is i_ <br />.A, s <br />L4. 't y14. ' <br />t:- <br />� <br />Al Tf1M <br />ti`p€. aFd1N,LA1' N6 MO <br />1APOW <br />�M � SpAtp#3L4 Arq,MRipA7M <br />WPNIIAL mom eYMANO pa) <br />3 <br />TOaE i� ARE aiOOATW Ot! 1H15 <br />ONNSM MR E.a L1:4S " aaacAtEo <br />ON LE BESUFAE ANfIIa1R SRItN <br />M2� la.a <br />_ +NlfAAN21l a! f&nu�ft awk (M,) <br />3 <br />3 <br />/AiPL.t7A>E LIw09$'Yc' <br />d <br />WAY) <br />SO MW.t1Pt•Y IN3PACINOfatfOlVti ON <br />SCNW:AE a7 Tt1E Frflufa62 pV:tOIS <br />FOR'R65 OP27MT.IWa TOXg P09gBti, <br />P#O}a:TA �AOafO MAIM LG2/0 <br />F SWIL tNot 1A LESS 7f1AN <br />1/B9tNA! SPAR pAliO F$R T'ACH <br />ANtlgR T'1P£ ON tNF4 Nrvaarx <br />37 <br />3 1/R' <br />_ <br />.a. <br />a� bI1 t <br />L <br />ON <br />IT" <br />12) <br />INOALLagN DETAILS FOR LIFE S, <br />INTO `WOOD STRUCTURE$ <br />wOpG. HEADER � ..•'"' wooD HEADER <br />• <br />.7 4'e TApCOH { i 4Y TAPWO <br />.t e I <br />rf f I <br />f F(I) <br />MAX <br />t <br />i 1 <br />1 } <br />�ettL7S <br />Ct J 1 <br />fl. ( LAF1N Dior Y•aF1 <br />'EL PANEL E 61N. <br />tl I 7 PANEL tENOTH IF �� 6" (SEE EtEYATtfAd <br />L _ { QNSHUT t Wd SHEET 12) <br />12) <br />- <br />O <br />H 1 <br />1Tf GLASS. '� 1 S <br />II ON <br />n GLASS. t <br />GLASS. <br />1 L/2 <br />is ..7 ... <br />�' <br />$tii4' w0 « PIAfE . I <br />REQUIRED "€ g l a K a,kRED 4 �� <br />{. �� PAfiFI)aATE PLUS.. <br />if4"d PAUIELWTE PLUS -tf4`e <br />,,. ANCHOR Ot 12 1/2• O.C, , 12 i/2` aC. <br />R-3BW <br />ILTEFtIff. I-�TiYE <br />1iEE _25$EF�' PANE) <br />Nuu11HHa4r �,. <br />wltRt,.11�NrrNcs EA a, rrul '� <br />SCALE 3/8+1° d <br />`'VGfN�' <br />i B <br />44167 FLORIDA BUILDING CODE Non High VelocityHurricane Zone <br />wp9n tattao, ata F.P. <br />24 GAGE GALV L SIM PAHEL <br />t. NdSrAtikifON ARE ONLY VALID FOR MAX. A.&.D. s ••. STATE OF +'awl $ r.Rr.xx...AR.•,,.. ANU,EO 51Ei aGrN a5 <br />DESIGN PRESSURE .RATINGS (p.s.1) AND PANEL �s�0,a:• .......iOR A L PROTECT1O�t. PRORUCTSA LLC.. � iP1fie <br />:LENGTHS. AS PER :ELEVA1 N ON.SHEiI' 12. y, T <br />SJO1# `7 <br />2, FOR IJON WOOD FRAME CONSTRUCTION: WOOD' t 3 <br />iAEMkBERS 'Sri BE SOUTHERN PINE No 2, W/ SPECIFIC rUHuu7NNA/7 / <br />rA-paalTi9 �w ••• 9Ix4n19 N°i <br />{ C8" 11.,R.i: 0R EQUAL.. P.F: SEM,f'31fARR7tAiE/9HE A ar:. 4� t ..a <br />' <br />liREt ia. OF to <br />N <br />N <br />� <br />N <br />j <br />O� <br />� <br />U <br />.� <br />0- <br />C <br />O <br />O <br />C <br />.a) <br />M <br />( <br />C- <br />U <br />O <br />(u <br />cn <br />C <br />O <br />Q <br />M <br />0 <br />O <br />O <br />-F-� <br />L.L_ <br />LIB <br />��t <br />C V <br />., <br />V! <br />-� <br />O <br />^1 <br />p <br />L <br />CC3 <br />00 <br />N <br />0 <br />d . <br />s w <br />a = <br />Q <br />S <br />lL <br />N C <br />C= <br />Gl" <br />a <br />CIA <br />J.C. <br />O2 fa � <br />? E = <br />c <br />>± <br />ty y <br />••� <br />.z v <br />w <br />cep <br />ut R. <br />$ <br />C � <br />to o <br />LL V <br />i <br />0 <br />w. <br />O <br />L <br />CL <br />21 <br />U <br />O <br />A <br />U <br />■ <br />/a)/� <br />V) <br />W <br />Lu <br />Q <br />Z <br />Z <br />Q <br />J <br />11 <br />SHEET NO. <br />SH <br />1.4. <br />