Laserfiche WebLink
S'- -�---- g ® OR <br />vPAn 1 I <br />r IYI'I <br />, <br />-2 1/2'. <br />AEO ao1XWnL NXN <br />7/4 W` <br />nPCW <br />r.H` t1oW COMMAICI I /� Mom • ,r o.E'`. x Vr <br />r"AECIAWWO <br />PINE 1 j 1e . <br />1 <br />W1n\ <br />• I2` 0.0 wNeEN I r . r . AM• to- <br />3'. r RNa W< L 13a 2• 1 Ia COIo. <br />AM• 3,aa Nta rlml <br />11 0iR2e �t -} ••- I_•- I 1 i_ (Tye ow 4tW. 16R PUIa <br />3�-•n ril0f -1 2 I/r O a 2• 1 YW ) <br />a>n. AtLLL A NINE T Ma. 1 1/4 <br />---- ----- ----J ks-. GAP <br />/•• • to ' i4. 3 <br />CASE A (PL&O <br />SCALE 1µ•-t- <br />13X <br />OVION/P CYOHD <br />O►DWA 1110TH) <br />A . &0. DISTANCE <br />Y <br />CASE E (PUN) <br />SCALE 1/4•-I• <br />I two U)CANON <br />CASE B (PLAN) CASE C (PLAN) <br />SCALE 1/4•-1' Sr" 1/4'-1' <br />CASE F (PUN) <br />SCALE I/0-1- <br />Isi-n At1N1' COAL AtfRl � <br />OLE MIH t/4�O.C.. f 71,,*' <br />LOON . f <br />_J <br />1' <br />o1 � <br />� <br />; <br />a+/r Ov <br />,I�laa, o Tw no "SAME <br />CASE D (PLAN) <br />SCALE 1/4'-,• <br />9imil)-KT ON CA,N-N <br />POTATO OpIC�14-• OKIMII ,IN At r/CI O NOD (SEE <br />'O '® ()R FWRrw rI N ® i !fIOLMOKPAP uort / to a tAtlR.ic 6. <br />'© OR® l'J `Gam TEAT nMIKe PNMLLEi So <br />VAL (IEWm M DO Amw <br />t;AbL U (runl <br />r <br />[/lSTALE ,/.•-,- <br />VALE) FOR aRECT MOUNT INSTALLATON ONLY aE.''•.CERI FLED PNCa N6TALLATON AT WALLS W/ <br />A1R7 SURFACE LEVEL VARIATIONS WTHIN 3/4- <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pdtia) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHEDULE FOR REGULAR STORM PANEL INSTALLATIONS INTO WOOD STRUCTURES <br />(VAUD ONLY FOR PANEL iQ(NSTALLATIONS AS PER ALTERNATIVES IW THRU 4W, ON SHEETS 6 k 7) <br />0. <br />pitosm <br />RAT"TAPCpM <br />(VAST.) <br />MAXRRM ANC ORS sPADIN6 FOR E.D.. AS SWOON ON SSUIs a e, 7 <br />lE <br />App1DESIGN � <br />a ANf <br />or THEM <br />MXR M <br />pAan <br />UENGTH <br />(IL) <br />LM 9a1lW <br />PANELWE <br />FEMALE D <br />PAIEUAATE <br />PLUS <br />WOOD 6USMIG <br />13' <br />IF <br />IT <br />tr <br />IT <br />1, <br />IT <br />IT <br />IT <br />,r <br />it <br />IV patime <br />e I/Y <br />s I/3' <br />IS 7/r <br />a t/2' <br />a 1/2- <br />- <br />- <br />e 1/4' <br />-(TOP) <br />12 1/2' <br />6 1/4• <br />({prL•) <br />r-o' <br />r <br />r ` <br />r <br />r <br />- <br />n•� <br />Ln <br />_ <br />it <br />IT <br />IT <br />Ir _ <br />IT -. <br />CP•p'i <br />4 �-b <br />LESS <br />tr <br />13• <br />Ir <br />1r <br />Ir <br />13• <br />IT <br />O• <br />13• <br />61/ <br />N <br />IT <br />IT <br />13' <br />13• <br />Ir <br />IW (BormN) <br />6 1/2• <br />0 1/2' <br />a I/2' <br />a t/r <br />6 I/r <br />1111 mm <br />>r-r <br />TO <br />- <br />a 1/4' <br />1 12 1/2' <br />e / 4' <br />(b01T.•) <br />4 In' <br />4 1/2• <br />Y <br />7 <br />- <br />Dw IBaTOL6 <br />10 1/2• <br />• I/r <br />12• <br />11r <br />4^ <br />DTP) <br />IT <br />IT <br />U' <br />1 IT <br />1a Ijr <br />• SEE TAKE %1 FOR WX. AS.D. OEM LORDS AS MAX PANEL LENGTHS WHEN SPACER to I <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />1/4-0 TAPC <br />AUTHOR . <br />ITT <br />1/4Y PANELWIE <br />AICNOR • ,2 IA <br />DIµ• ASA <br />OEM <br />PRATING RESSURE <br />(P.M.) <br />MAXRIRM ANCHORS SPACING FM EA.. AS SNONN ON SHEETS 6 A 7 <br />AI PUG3ME <br />� <br />a ANY <br />of THEM <br />MRONUM <br />PANEL <br />tiv <br />00 <br />TAPCON <br />MO SCREW <br />PANDAIVIE <br />fDWL 1) <br />PANEl3NlE <br />RATS <br />WD00 BUD*40 <br />IT <br />IT <br />IT <br />IT <br />13, <br />111 <br />IT <br />Ir <br />13• <br />13• <br />r <br />IN DOTw) <br />6 In' <br />0 I/2• <br />6 I/r <br />6 1/2• <br />a In' <br />(1Op) <br />- <br />- <br />6 1J4' <br />t2 in' <br />a //+ <br />16061•) <br />W-W <br />r <br />LESS <br />T 1/r <br />r <br />e' <br />e• <br />- <br />3w ROIrOII) <br />IT <br />Ir <br />13' <br />13• <br />,3• <br />i13� <br />+ -0 <br />To <br />479. -7a <br />IT <br />13• - <br />- IT <br />IT <br />13• <br />IT <br />IT <br />IT <br />IT <br />10' <br />W <br />I7' <br />IT <br />,r <br />IT <br />a IleIN <br />POSITION) <br />• 1/2• <br />6 1/2• <br />6 I/2• <br />6 1/2- <br />6 In' <br />(09 <br />- <br />- <br />e 1/4• <br />1 12 1/2 <br />a I <br />WIT-1 <br />»•-o• <br />TOe• <br />41/r <br />b• <br />7 1/2• <br />1 7 1/2• <br />- <br />(TOP) <br />a Vr <br />Ir <br />r <br />- <br />3N MOTION) <br />13' <br />12• <br />13' <br />1 IT <br />S In' <br />DON) <br />Ir <br />Ir <br />13' <br />1r <br />tar <br />(BMW <br />• SEE TANX /1 FOR MAX AS.D. OMM LOADS E IAX. PANEL MOM MS MIHEN SPACER IS <br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 <br />MAL& <br />A <br />ATLD. DOW LOADLim <br />MAXMM NPNl1 <br />40 PW OR LESS <br />6'-6• <br />> 40 PSF TO SO PSF <br />a'-2• <br />> 60 PSF TO 60 PSF <br />W-10' <br />A MAX. PANEL LENGTHS ARE ONLY ww FOR INSTALLATIONS <br />W/ PANEL MATE JPAALE ID OR PANEL WO C. PLUS <br />ANCHORS a W/ 5 WEIA- <br />6. •�_ •: N� :L <br />© ©. <br />wllWaoNw M <br />V M­ <br />PANEL LEN6T14 <br />a aim11) <br />L/2 <br />IK gem Is a to PO R ANCHOM "K a SPACING I" <br />NOWUoOA NO WOOD SIGN NIROM <br />AIM" ANCION VACM AND WIMIM COME DOOM <br />ARE flown ON 11A Solo" IW EA LO6 THAN <br />90*00 ON O71MINN DUCE ,NCIOII SPONA m <br />MAnEYNIO WPCM IMM ON OMMU A SHE <br />FOU0W0 111C' 1 FOR ILA OPVA"M n K <br />?AM= VACOS WNW USING "CIO OIeL Na K <br />um flew WENm ttMNaM me"m FOR PAN ANCHOR <br />1/K W 114E KNOUT . <br />tp1 <br />, 4•. <br />memoiMB <br />TMWI <br />SMELL NOW WNW P3 <br />3 <br />3 <br />•rrmlr a1,N,.M eN3 <br />, <br />, <br />a <br />, In <br />MwrNw Orr w OJ <br />A MK OK Rolm am <br />1ReAR <br />aaP <br />- <br />u, <br />- <br />�. <br />p*0 <br />1A1 <br />aI <br />V HAIL <br />r PANEL LENOTN <br />I (SEE ELEVATION <br />_&-(.UWJ <br />I <br />CONCRETE MOTH <br />neoum. <br />47WA - <br />�������� ��������a13,�A��RC�1HI1FO33R��(Clow)P__._VALE 318"- <br />FLORIDA BUILDING <br />(VAUD ONLY FOR PANEL. 01 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5) <br />MAX A.S.C. <br />PAIL <br />RATPKr <br />(W) <br />INXNaRI ANCHORI WACENO FOR MM U. PER SCHODRE KLDW <br />=-t <br />IMOwM <br />t0911"t 1 M <br />V <br />(R•) <br />ILA%. A.f.0. <br />PRE <br />RAONG <br />(PIT) <br />WON M ACT= 6/WCIIO fm MN f-0. PER 6CIw" 660M <br />WWYUY <br />LENCI H <br />V <br />OL) <br />1IP00N <br />SOLD->ATPANEL <br />PONEUASITEPIMA,-NIBS <br />CM,C-M <br />TMCON <br />SOLD-WPENAUE <br />p <br />Guy <br />T/NAC-MINIM <br />CN,1_IN <br />R <br />tW <br />colnu1r <br />A <br />N <br />A <br />ie <br />A <br />ON1;ICI: <br />OF THEM <br />+4e.-4e_ <br />IT. <br />1r <br />IF <br />IT <br />,r <br />IT <br />IT <br />,r <br />IT <br />IT <br />a,�. <br />opt <br />LL•• <br />�+6 <br />aW. -•e <br />IT <br />IF <br />IT <br />IT <br />,r <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />11 1/2 <br />, <br />6,-r <br />7OR <br />ESS <br />tr <br />+s <br />13• <br />lr <br />a <br />,r <br />a <br />,r <br />s• <br />IT <br />IT <br />I OWTTOM) <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />tr <br />IT <br />IT <br />IT <br />I +n <br />+ (IIm1a11) <br />,r <br />IT <br />IT <br />IT <br />IT <br />IT <br />Ir <br />Ir <br />IT <br />1r <br />IT <br />2 (LOP) <br />IT <br />IT <br />13, <br />IT <br />IT <br />IT <br />IT <br />IT <br />IT <br />u' <br />IT <br />, In <br />s Crap) <br />IT <br />IT <br />IT <br />IT <br />13' <br />IT <br />IT <br />IT <br />Ir <br />IT <br />IT <br />2 (BORON) <br />13' <br />,r <br />,r <br />tr <br />,r <br />tr <br />IT <br />IT <br />Ir <br />IT <br />IT <br />It , <br />2 (m'TON) <br />IT <br />IT <br />IT <br />IT <br />IT <br />13• <br />Ir <br />IT <br />IT <br />IT <br />IT <br />3 (TOP) <br />IT <br />IT <br />,r <br />IT <br />IT <br />13' <br />,a• <br />IT <br />IT <br />,r <br />IT <br />11 1/213 <br />W) <br />2 1/2 <br />a 1/4• <br />6 ,/4• <br />2 1/2 <br />12 In <br />- <br />- <br />6 1/4• <br />r 1/4• <br />7 (6C11� <br />- <br />- <br />: 1/3-12 <br />1n <br />{ I/4• <br />• 1/•• <br />2 t <br />12 1/2 <br />- <br />- <br />e 1/•• <br />{ ,/4. <br />3 lBOT1aNI) <br />o• <br />r <br />[13 <br />r <br />r <br />r <br />r <br />r <br />r <br />r <br />o- <br />7 I/2. <br />4 (TOP) <br />r <br />a 1/r <br />w <br />e• <br />{' <br />6 I/2' <br />e• <br />7 ,/Y <br />e' <br />r <br />r <br />a' <br />+(LOP) <br />r <br />-- <br />6' <br />- <br />•• <br />- <br />6' <br />- <br />0' <br />- <br />(mmko <br />e' <br />- <br />r <br />- <br />B' <br />- <br />{' <br />-e'13' <br />ti• <br />t3' <br />,3 <br />IS' <br />,r <br />i3• <br />,3_ <br />13• <br />U' <br />13• <br />(tat) <br />IJ' <br />Ir <br />tY <br />t]' <br />tr <br />1r <br />/J' <br />ta' <br />lr <br />13'IT <br />, ; <br />(1( aPi1J' <br />13'Ir <br />IT <br />Ir <br />,r <br />ID• <br />13' <br />ID' <br />1r <br />Ir <br />6 CBomwo <br />W <br />ID' <br />IT <br />IT <br />Ir <br />,r <br />/r <br />Ir <br />tr <br />13• <br />Ir <br />I1 In <br />a (BOTTOM) <br />,r <br />1r <br />,r <br />Ir <br />IT <br />,r <br />,3• <br />u• <br />,r <br />,r <br />Ir <br />Do►) <br />13• <br />Ir <br />Ir <br />Ir <br />Ir <br />,r <br />Ir <br />IT <br />Ir <br />Ir <br />Ir <br />1I 1 <br />• (TOP) <br />eI•`et4'6,4 <br />1ve+4 <br />s « <br />- <br />- <br />rl• <br />a,4•iijs• <br />e1•• <br />- <br />- <br />- <br />- <br />614 <br />6+4^eLEanIT <br />r,0 <br />, <br />13' <br />Y <br />,r <br />Y <br />7 1/2 <br />B , <br />Ir <br />4 , <br />1 clop <br />>9,-a` <br />w <br />I4'-4' <br />Ir <br />6' <br />Ir <br />1r <br />1r <br />• 1 <br />tr <br />6 , <br />{ 1 <br />6 in <br />17 <br />i , <br />1Ir <br />»'� <br />To <br />•-•' <br />r <br />IT <br />IT <br />1 1/3 <br />13• <br />6 1/2 <br />101/2 <br />7 1/2 <br />IT <br />r <br />I (BOTTOM) <br />IT <br />1 1/2' <br />IT <br />13' <br />,r <br />10' <br />tr <br />10' <br />11" <br />r <br />IT <br />6 1/r <br />1 (NOTION) <br />IT <br />r <br />IT <br />10 1 <br />IT <br />r <br />IT <br />7- <br />1 1/2 <br />6 In <br />IT <br />4 1/2. <br />2 (TOP) <br />IT <br />r <br />IT <br />IT <br />/r <br />r yr <br />tr <br />• 1/r <br />9 ,/r <br />6 I/7• <br />13• <br />6 + <br />Timm <br />IT <br />r <br />IT <br />IT <br />IT <br />9 1/2 <br />IT <br />9 1/2 <br />10 1/2 <br />7 in <br />13• <br />6 In• <br />2 (BOTTOM) <br />IT <br />7 1/r <br />IT <br />IT <br />,r <br />to, <br />IT <br />t0• <br />III <br />r <br />IT <br />6 I/r <br />2 (0011110 <br />1r <br />7• <br />IT <br />1r <br />IT <br />9 1n <br />IT <br />9 1/2 <br />10 to <br />7 1/2 <br />tr <br />a In• <br />3 (TO►) <br />U' <br />7 Ile <br />IT <br />IT <br />IT <br />it <br />1r <br />to* <br />f1' <br />r <br />,r <br />6 In• <br />3 (/T.O,,P,).,y, <br />12 1/•L <br />12 , <br />6 I/4• <br />6 1/4- <br />2 I/ <br />6 ,/4' <br />- <br />- <br />6 1/4• <br />• ,/+• <br />3 (BOTOM) <br />- <br />- <br />2 1/2 <br />12 ,/, <br />a ,// <br />9 I/4' <br />2 , <br />,2 1/2 <br />- <br />- <br />e 1/4• <br />6 1/4. <br />3 MOTiw) <br />3 I/r <br />r <br />4' <br />4 1/2' <br />3' <br />. 1/x <br />3' <br />. (TO►) <br />7 /n <br />r <br />e' <br />r <br />r <br />.• <br />r <br />, <br />4 1n• <br />3 1/r <br />a 1/2' <br />r <br />4 (TOP) <br />r <br />r <br />r <br />r <br />S 1/2• <br />7 1/2' <br />(60T101) <br />e' <br />r <br />r <br />- <br />r <br />- <br />9 1/2• <br />- <br />7 t/r <br />- <br />(SYMN) <br />IT <br />r <br />IT <br />IT <br />+3' <br />• +n <br />u <br />9 +n <br />o +n <br />7 ,/!' <br />IT <br />r <br />e (TOP) <br />IT <br />6 1/2' <br />fa' <br />IT <br />tr <br />/r <br />IT <br />10' <br />li' <br />r <br />N' <br />IT <br />r <br />IT <br />13• <br />1r <br />9 1n• <br />la' <br />• 1n• <br />0 1 <br />7 ,/r <br />Ir <br />6 ,/r <br />3 D,orrOM) <br />IT <br />a 1/r <br />Ir <br />N' <br />Ir <br />1r <br />IT <br />to' <br />11• <br />r <br />Ir <br />• ,n• <br />Uo7Ia11) <br />U' <br />r <br />13' <br />10 1/2 <br />IT <br />r <br />Ir <br />7' <br />7 ,n• <br />S ,/r <br />IT <br />4 t/r <br />r (TOP) <br />IT <br />IT <br />• tn• <br />13• <br />6 1/r <br />9 1/2. <br />6 1/2• <br />fr <br />6 ,/!' <br />(TOP) <br />e1/r <br />6t 4 <br />{11' <br />611' <br />{14' <br />614'• <br />- <br />- <br />e 14 <br />•11' <br />611' <br />6/1' <br />- <br />- <br />- <br />- <br />• 1/4 <br />e11.6 <br />KE INW 19 FOR ANCHORS TYPE a 9PACM FOR *OSCILLATIONS WIG WOOD FOIE AIaKOL <br />• WOMAN ANCHOR MC *4 U MM OK DOSNNCE ME POND ON 1ME ICHUML FOR LO. <br />LM TWA NMM1m ON 9CNINME RELICS NIOOR IPaI ' of NIATPfY,Nt SIPORM LIOW ON <br />SMMU IN THE FOLLOWS MCIORL FOR ILA OI'014110N 10 K IOS401L NCMM VAOPM <br />WINNER UM FACM &SILL Not K LESS TWX WARM SPACING POId11131 "A 909H NOOK TIK <br />ON 11A 1L,rWINL <br />Now T1119 <br />N 44 <br />tH1 <br />,lr. <br />iam <br />,I,1T,11 <br />_Ip. <br />Nuo+R <br />O,NN>4MM <br />v-m <br />OYIt-a <br />vO ANCHOR WYOPM N <br />3 <br />3 <br />3 <br />a <br />3 +/r <br />1 1/2 <br />NI,*AWMIOA •J <br />3 <br />3 t/r <br />r <br />3 <br />s 1/r <br />3_ <br />pmroom•dl WBWl <br />1 <br />3 ,/r <br />3 I/2- <br />3 ,n <br />3 1/1• <br />A111ML¢ <br />i <br />- <br />-- 3. <br />---- <br />r <br />w <br />an <br />- - -- - <br />31 <br />- - <br />Im <br />-- Im <br />_.. <br />•• SPACINGS ONLY VALID WHEN SPACERS" USED. SEE /1 FDR MAX AS.D. <br />OEM LODS Nk WX PANEL WHEN S . Smm 6 USED. <br />WN <br />Iµ^ <br />LIAR. 0 <br />Lit$ <br />A <br />A". DEMON LOAD <br />�NPA►EL <br />40 PSF OR LOS <br />6'-r <br />> 40 PSF TO So PV <br />6'-2• <br />> 50 P6F TO 60 PSF <br />S'-10' <br />A INK PANEL LENGTHS ARE ONIX VALID FOR MTNJA706 <br />W/ SOLID SET ANCHORS A W/ "SPACER AT 12 1/r O.C. <br />FLORIDA WIRING CODE (Non H <br />(SR SECTOR It KTO•IATMES ON SHEETS 13. 14. 15 at•j — <br />+R-IA/13, R-24/1E, R-3A/14, R-18/13. R-26/13, R-A/(4, <br />R-IAW/IS, It-PAW/13. R-3AW/16. � I-I!W/1S, R-2IN1/1a, R-39W/16. <br />iA/3.PANEL <br />SAN. I13. R-2A/13. R-3A/14, 13.R-/13. R-W/14. <br />IR-uW/IS. 1-2AW/15, R-SAW/(e. �-IIR-1M/1S, R-2W/15. R-36M/16. <br />-ANCHORS (SEE SECTIONS At ALTE1110114. S ON SHEETS 13, 14. to alb} ---------- <br />LIFE SAFETY STORM PANEL (1) ELEVATION (t) <br />.6•rWEALS ,//--t• <br />REGULAR 2.f( <br />SFON PAWL (WL ,>IDWAP -1 SAW VNLEY) <br />.,_- -.. ---- <br />•�.L.......... ,=:i tzr- z>r...__.-_<___�___ �_-, _ �_,.... _.a.> . :. 110 .•tea:. , <br />LIFE PANEL <br />..SrIEEXTEMOR <br />�� a <br />...At.... <br />Mii ENO <br />7SL•1� <br />�III� PO <br />� r/,1111 <br />illl l 11010 <br />I <br />I <br />1 <br />� <br />I <br />I <br />1 <br />1 <br />j <br />EN <br />I aAas <br />I <br />r <br />_..-- <br />6 <br />I <br />V DIµ <br />r <br />e PANEL CENM <br />L LENGTH <br />ELEVATION <br />r <br />ON 94F 12) <br />RIKT 12) f <br />I <br />An. <br />-�EpA <br />1 <br />I <br />CLASABolr-- <br />To S. <br />M, <br />L.� <br />I <br />I <br />J� <br />I <br />1 <br />.'EIC.a�—• <br />l._ <br />1 <br />ILA. <br />PLAT' WOyI_, <br />° I tl <br />j <br />II 1 <br />�I _/•P <br />PLATE <br />TAPCOMwoumm <br />1 <br />ANCHOR 0 9' O.C. <br />MOM" W/ STUD <br />.. <br />._2-M• WOW <br />WA <br />SCALE e - t <br />u�sl <br />1. INSTALLATION ARE ONLY VALID FOR A.&D. DESIGN <br />PRESSURE RATIOS (Pal AND PANEL LENGTHS AS <br />PER ELEVATION ON iL <br />2. FOR NEW WOOD FRNIE CONSTRUCTION: WOOD <br />MEMBERS 70 BE SOUTHERN PINE No Z. W/ SPECIIC <br />DENMTY OF 0.56 OR EQUAL. <br />r MAX <br />r MN <br />T <br />I <br />I <br />L/2 <br />t I i MAIL <br />PANS LOOMi <br />- r-r 6 •48A -40.0 M./. <br />1 (Al OVERLAP MID PANEL LDAM 90LT) <br />:. ... ---------------- 1 <br />- " ram- 0 +e60. -GCy P4Lf. <br />0/0 "LIP WMRL Umm amt) <br />i A UK r-r MIL INIEL LOmTN <br />AT ALL 110t911WA5 <br />! � I <br />} I I <br />V2 <br />4r <br />I�l 1 I _.---L---------- ---� <br />r iFfl t WMALLLTONS ONLY VALID Pat WIND <br />I• ININ. SKm UP TO 170 .*A. <br />1/4• MAX. w <br />REG" <br />STORY POP <br />elm,Info• m <br />ME O I.D. <br />UGAGE OALVANRED STEEL SiDRM PANEL <br />eNw'ee <br />P ECTIN PRooucts. Lw. <br />4A0 aWR 1MMAET <br />F,IOO (A47MM�iw NRI aw)r•an3 <br />°""DIN"' <br />MNN,N <br />I�`M,r- <br />.•.. •,�Nrr <br />W• P.L <br />20-)7S <br />o0-1 W. <br />ae sr 13 a M <br />L✓2 <br />I I <br />I <br />L 10 N.t <br />OltS NM: <br />TAPCON n4' NO <br />R a 9. O.C. PLATE <br />7 <br />ILL <br />7:7tlil;!I:a1T��y� �II�#7ID�i�7l'i <br />.11 , <br />is1�4•� 4• <br />It ILL <br />'a 0n ,Ji`•oa <br />0 TAPCON <br />TOR • 9' O.C. <br />MAXIMUM A.S.D. DESIGN PRESSURE R ING (pAieia) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SC 14EDULE FOR REGULAR s'OR`a PANEL Ct� INSTAL!mONS INTO CONCRETE at CONCRETE kook STRUCTUREs <br />(VALID ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS T THRU 6, ON SHEETS 4 k S) <br />MAIL A". <br />P <br />RATING <br />V•aI) <br />YAIWIM ANGIOIA !TATTLE IN MIN L0. Till 71C1 BELOW <br />A►RIfJI•IEWMW <br />WXIIIIM <br />Pon <br />ID <br />(n,) <br />MAIL A.S.O. <br />OEM <br />PI <br />(M•1,) <br />1S1A9a1M ANC110118 S►11Cea0 FM INN 40. PO6CEDUL SCOW <br />APPUCNIL <br />TOO <br />IIA%OSM <br />PANEL <br />L <br />(A) <br />TMCON <br />90CD-fET <br />n� <br />TRYST-IMel1 <br />GCX-M <br />A, <br />TAFCON <br />ROL1D-!Rf <br />PANEIMTK <br />PLUS <br />7IeMC-ANTI <br />GYJ(-M <br />a <br />A <br />A <br />A <br />Alot& <br />Of THEY <br />to <br />A <br />10 <br />A <br />OF SIMS <br />IF <br />It'IT <br />IT <br />,r <br />/r <br />IT <br />,r <br />Ir <br />12' <br />IT <br />,r <br />1 <br />W- r <br />a* <br />LED <br />b- <br />+tla-i161 <br />IT <br />f• <br />IT <br />So, <br />IT <br />e , <br />IT <br />e , <br />, <br />e , <br />IT <br />4 t <br />, <br />a,�• <br />on <br />INSr <br />IT <br />I,'IT <br />IT <br />,r <br />IT <br />u• <br />,r <br />/r <br />12• <br />IT <br />Ir <br />1 mmw <br />IT <br />6 ,n• <br />Ir <br />IT <br />IT <br />9• <br />IT <br />9 <br />1a <br />7 In <br />+r <br />r <br />+ (aoltDI) <br />IT <br />I,•IT <br />,r <br />IT <br />IT <br />1r <br />IT <br />IT <br />12• <br />1r <br />,r <br />2 (TOP) <br />IT <br />r <br />or <br />to to <br />IT <br />a 1/r <br />IT <br />a , <br />7 In- <br />6 t/2• <br />1r <br />4 In' <br />2 Clap) <br />Ir <br />II*IF <br />IT <br />IT <br />IT <br />IT <br />IT <br />13• <br />12• <br />IT <br />to' <br />2 (•0110 0 <br />IT <br />r <br />,r <br />IT <br />IT <br />9 ,n• <br />IT <br />{ ,/r <br />o ,/r <br />T ,/r <br />IT <br />6 Ile <br />2 (6or w) <br />IT <br />„• <br />17• <br />it <br />/3' <br />IT <br />U• <br />1J' <br />tr <br />,r <br />10' <br />J (TOP) <br />,r <br />Y <br />Ir <br />IT <br />IT <br />9 ,/r <br />IT <br />9 1/2• <br />to , <br />7 I/r' <br />fY <br />6' <br />3 (TOP) <br />12 1 <br />6 I/a' <br />6 I/4' <br />2 17F <br />12 I <br />- <br />- <br />6 1/4• <br />6 1/4` <br />3 M RRT <br />- <br />- <br />2 1/2 <br />2, <br />6 1/4• <br />a Iµ• <br />2 11a <br />0 1/4' <br />- <br />- <br />6 I/1' <br />6 I/4. <br />3 (9010Y) <br />e <br />S' <br />[13 <br />9'{ <br />4 tn4 <br />Y <br />]' <br />r <br />a In• <br />r <br />3 1/2' <br />r <br />4• <br />4 In• <br />W <br />e In' <br />2 in' <br />4 DTP) <br />- <br />- <br />r <br />- <br />6 <br />e <br />r <br />- <br />r <br />- <br />tBclrou) <br />- <br />• +n• <br />- <br />e• <br />- <br />r <br />- <br />e +n• <br />- <br />r <br />- <br />(eorTaN) <br />,r <br />It• <br />IT <br />tr <br />IT <br />13• <br />Ir <br />13• <br />l2• <br />ID• <br />to• <br />a crop) <br />_r <br />is' <br />�i%r <br />Ir <br />IT <br />Ir <br />r <br />IS`,ri;/Y <br />u• <br />a <br />s (trx) <br />tr <br />„_ <br />13• <br />Ir <br />,r <br />1r <br />,r <br />,r <br />a <br />IT <br />to• <br />a 007w) <br />itr <br />,r <br />,r <br />,r <br />• ,n• <br />w <br />• ,n <br />o , <br />7 +%r <br />,r <br />r <br />a (Itlifral),Y <br />„• <br />1D' <br />tr <br />IY <br />Ir <br />,r <br />13• <br />,Y <br />/3' <br />10' <br />(70p) <br />it <br />e• <br />13• <br />o 1!4 <br />,r <br />I ,/r <br />1r <br />a ,n• <br />7 ,/2• <br />a ,/2- <br />Ir <br />4 in' <br />(tTIP) <br />61 4- <br />61/4' <br />6 +/4• <br />- <br />- <br />- <br />- <br />11 a' <br />6, P <br />e Y <br />- <br />6 , C <br />•, 4. <br />11 •' <br />• 14. <br />6 / 4- <br />61 4- <br />- <br />- <br />6 T/4' <br />6, P <br />4 r47am-T!,r <br />7I <br />,D' <br />13` <br />,r <br />IT <br />Ir <br />it• <br />9• <br />13' <br />b , <br />, <br />>8,�, <br />To <br />W-W <br />tr <br />IV <br />tY <br />t0 t <br />,r <br />6 , <br />tr <br />a t <br />71 <br />9 , <br />Ir <br />♦,3' <br />w-r <br />To <br />r-0• <br />T 1/r <br />Ir <br />13• <br />0 1 <br />IT <br />10 1/2'11 <br />1/2 <br />r <br />IT <br />7- <br />1 wnw) <br />tr <br />I ,n' <br />Ir <br />13• <br />1r <br />O• <br />l3' <br />r <br />Ir <br />7 ,n' <br />it <br />r <br />, (Nuncio <br />+r <br />7 1/2• <br />IT <br />IT <br />I3• <br />Ir <br />IT <br />to' <br />,t• <br />r <br />IT <br />{ I/r <br />2 (LOP) <br />IT <br />r <br />IT <br />o In <br />/r <br />6 In* <br />IS• <br />6 1/2• <br />7 ,/r <br />6 11• <br />IT <br />4 1/2' <br />2 MP) <br />,r <br />7 In• <br />IT <br />IT <br />i3• <br />C 1/2 <br />Ir <br />10 1/2 <br />I, I <br />r <br />Ir <br />r <br />2 (90T1a1) <br />IT <br />7- <br />+3' <br />IT <br />IT <br />9 In. <br />IT <br />0 I/r <br />0 In <br />7 1/2' <br />IT <br />a tn• <br />2 WON) <br />,3' <br />7 1n• <br />U• <br />13' <br />IT <br />,O , <br />IT <br />IO , <br />„ , <br />r <br />IT <br />r <br />3 (VM <br />Ir <br />r <br />-- <br />IT <br />IT <br />IY <br />9 I/r <br />IY <br />9 I/2• <br />10 ,/2 <br />7 1/2- <br />IT <br />r <br />3 (TOP') <br />t2 1/3 <br />2 , <br />• 1/P <br />0 1/4• <br />2 In <br />6 I/C <br />- <br />- <br />f i/4' <br />a 1/A' <br />3 (BOTOY) <br />- <br />2 1/2-12 <br />, <br />6 1/4• <br />• 1/4- <br />12 ,n- <br />6 1/4• <br />- <br />- <br />• t/4' <br />• ,/•' <br />7 (MOTION) <br />7 tn• <br />3 In' <br />r <br />r <br />7 1/2' <br />4• <br />r <br />4 I/7• <br />e• <br />3 1/2• <br />r <br />r <br />4 CMP) <br />r <br />r <br />r <br />S ,/r <br />7' <br />3 112• <br />r <br />4• <br />4 In• <br />r <br />{ I/r <br />2 1/2. <br />4 (TOP) <br />r <br />- <br />r <br />- <br />a• <br />- <br />r <br />- <br />Ir <br />- <br />r <br />- <br />(N677w) <br />e <br />- <br />6 I/2• <br />- <br />e' <br />- <br />r <br />- <br />a 1/2• <br />- <br />r <br />- <br />(BD11OM) <br />IT <br />7 I/r <br />IT <br />1r <br />N• <br />to In <br />IT <br />0 1/x <br />, , <br />r <br />13• <br />r <br />6 (Op) <br />IT <br />6 ,/r <br />IT <br />tr <br />IT <br />r <br />IT <br />r <br />10• <br />7 1/r <br />/3' <br />r <br />DOp) <br />IT <br />7 1/r <br />IT <br />IT <br />IT <br />10 1 <br />13 <br />10 t/2 <br />I ,n' <br />e' <br />t3' <br />r <br />S MBo71DI0 <br />IT <br />7' <br />IT <br />IT <br />IT <br />9 I/r <br />IS' <br />I ,n• <br />O ,n <br />7 t/x• <br />IT <br />r <br />e mow <br />fr <br />IS <br />IT <br />10 1n <br />q• <br />IT <br />r <br />IT <br />IT <br />a yr <br />IT <br />a 1/2• <br />7 ,/2• <br />a in• <br />IT <br />4 i/r <br />{ (lap) <br />614• <br />{14'BIOS'•1/4' <br />611' <br />f1/4'•(eOTT.«) <br />- <br />- <br />11,• <br />914' <br />6111' <br />111 <br />- <br />- <br />- <br />- <br />61/4'6t4•• <br />KE aw IS FOR 0,010"O t rfm a PENS /W t wvLL M Wo WOOD to" "am <br />f NIMNm NMOII M,N311A AW WNW EWE WIAOE An *MCA= am "a SLTEE,AL TOR L0, <br />MK OMIT I oa= ON ommu Rmm Now SPRO W or WLTROIM woma wow ON <br />9mna WA M ►OUAAM FACTM FDA 11011 OPBMIIOH O K POW WL MOOCO I ACMO <br />O6WO TWO ►AOnR OWL NOT K NEB O11N MWNM 6MCm0 WMM1m TOR 11011 ANGER TOPE <br />/WWdt 11R <br />_Ip_• <br />_ t/r• <br />I •9 <br />,/4•R _ <br />I •1 <br />1/4•6 <br />UPON <br />lP16eA <br />iA�l�: <br />m1110.41BN <br />"NA-0 <br />Now" 6MCM ) <br />3 <br />, <br />3 <br />a <br />1 111' <br />1 '/1 <br />OV <br />3 <br />3 1/r <br />Y <br />3 <br />3 ,/r <br />3 <br />N1mNN,A W BRm <br />3 <br />3 tN1• <br />] 1/r <br />7 1/1 <br />3 ,/r <br />ACRIL M SOMME <br />F <br />em <br />3 ,!r <br />etI <br />aA <br />_ <br />-SPACINGS ONLY .1 WHEN SPACER IS SET: 1 FOR MAX AS.D. <br />I DESIGN LO11D6 t MIX PANEL WHEN SPACER IS <br />1/4.0 TAM <br />ANCHOR • <br />7ent.lt <br />� <br />A.6.D6 DEMON LOW <br />momI" PAMD' <br />TH <br />40 PSF OR LESS <br />61-6• <br />> 40 PSF TO 60 PSF <br />6'-2' <br />> 30 PSF TO 60 PW <br />6'-10• <br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS <br />W/ SOUD SET ANCHORS A W// SPACER AT 12 1/2. O.C. <br />.-1_ •L ��. •♦ �� _L it <br />LI It • : • •► :3t•t •► 1� •l H <br />V MAX <br />ON SWEET 12) <br />� I <br />I <br />! <br />r ! <br />T-.1/4'0 1A' COM " V/4 0 7A PCON - <br />ANCHOR . r O.C. I ANX7IOR • r O.C. <br />CONCWE ' -CD° Ic�t�E M= REQUI OftNaIE1E Moac MEDLI CONCRETE °RNos <br />KE 0409 1e a 16 MR LACTEAL <br />Sam III <br />-1/41 _ <br />,ILK a VAOW FOR wCULATOW I/IO <br />wpm <br />We4NM ANGLER 9RIFM06 NO <br />Wow,WN Wow,momSWAMp13 <br />3 <br />•IWNIImmu 041111r eA3 <br />a <br />mK OICIANCE AK ISI MIEO ON nA <br />IIGEONIL FOR LO, LCI{ OWN 111010111110 <br />W K7Ea1RE ROOUCE ANGER VA" <br />I.NMNw 6.r4M w 0•J <br />a <br />,INK 91,t MMRQpw <br />RIODI <br />or IRA-7MLTWM 6MCM0 MOWN W <br />MEDIAL[ 6Y SHE FOUOO M ►ACONf. <br />I" INS oI'ovmm To K /DOLL <br />t tLr <br />ILA <br />REMICm VIACOM ORAED IMWID <br />FACTOR SWU NOT K IOW 111M1 <br />J.lr___....._.. <br />WI <br />�.ta0 <br />MNMM lMCDO t1410M FOR IACII <br />T <br />NO" rtK HM Sim---- <br />40.• <br />m <br />1 <br />1 <br />I ED.• <br />I <br />i <br />1 <br />n <br />i`1!1 <br />; <br />1 <br />B ,• TEN. <br />1 <br />, 41tifGP Oµ.T <br />TO OLAS <br />I <br />1 <br />IS <br />?'L e <br />PANEL „iN01N t <br />R <br />OWN *0f 12N II <br />- <br />1 <br />1 <br />I N <br />I <br />Ha <br />• ,1 I/r 04 <br />'// • ,1 I/1• oa <br />t/••• TAPCON <br />_1/+•0 TAPCOR <br />wHCNOR . 9. O.C. <br />Amon • or O.C. <br />POIBKO CONCRETE atPOUF <br />6LOaf RDOUM. <br />Kam IL-2A <br />CONCRETE a1 <br />COPIdKIE BIACN 1001.4 m. <br />is WALL 3/11-1- <br />11 91 <br />INSTALLATION DETAILS <br />INTO WOOD <br />�. .. <br />FOR UFE SAFETY PANEL <br />STRUCTURES <br />(1) <br />\,- � <br />_ <br />,•, <br />t •'e TAPCON <br />mcmm • • oa <br />•� � <br />+ 4•e TAPCON <br />• r O.C. <br />2 <br />—) <br />Ilr <br />2. <br />I -- <br />Mn. l <br />I <br />H <br />1 <br />MALL. <br />t' Lt Cut • <br />. _.....: .. <br />� l4�sue <br />.7. t -. .LAIN J <br />aµASS <br />INN, <br />WEN, MO Y-0 <br />IS 1 <br />a •L' MAX. <br />PANEL_ <br />Y <br />_.._ <br />i V VAX, <br />PRIM LENGTH <br />I I (SEE ELEVATION <br />ON SHEET 121 <br />j ...i ON MEET 12 <br />E I ! <br />I' <br />9 _--_ <br />r 70nApUW I - I <br />E I• Mn, <br />+---sLPA <br />i ' <br />i V2 <br />•'t' t�.j7.I . <br />0 <br />• ON0.S• <br />LASS. <br />I C' <br />1 <br />— <br />rr a W <br />\.. <br />e� W <br />FIN. <br />I <br />L_ <br />' I <br />_t Y <br />PLATE 7wQp y`4 <br />PASS• <br />nAtE <br />^ I 1 <br />T� <br />L ' ,. 1/4'P PAIELWTE ►LUb <br />RlOUOED I- �I <br />I ,., <br />REOIARED <br />^ I i I _ <br />II i �i <br />1/TY PAH[LAMTL PLUS <br />I ANCHOR 0 12 1/2. MC. <br />I <br />ANCHOR . 12 1/1' O.C. <br />PANELS <br />WALL k02 <br />I,IIIIIINN <br />j-. <br />a�No. <br />44167 ': <br />FLORIDA BU(LDINO ODDS Non High Veloafty IIMFAewe lone <br />lei <br />* <br />MPA RIMS <br />q <br />fJ. <br />I. INSTALLATION ARE ONLY VALID FOR MAX. A.S.D. <br />STATE OF R <br />�OA:• <br />24 GAGE GALVANIZED STEEL STERN PANEL <br />eSr N„ <br />DESIGN PRESSURE RATMOS (p.af) AND PANEL <br />SHEET <br />A41 <br />-"'- <br />�� <br />IILEEC O <br />O <br />INS. PROTECTION PRODUCTS, LLC. <br />INEC <br />LENGTHS AS PER ELEVATION ON It <br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD <br />S/ONAIF� /y�✓`u�' <br />W <br />VONA F1. <br />20-173 <br />MEMKRS TO BE SOUTHERN PINE No 2. W/ SPEC M <br />DENSW OF 0.66 OR EQUAL <br />AN4NMN, ! <br />w.-: ..: <br />a� <br />PIAIa IPIT)IIP^1N"a 04,1 (A.7Wr-Em <br />e <br />W <br />PA nP�.R <br />A, Pn a • <br />owIs or M <br />N <br />N <br />L <br />U)_ <br />N <br />cu <br />0 <br />a <br />U <br />a)a <br />(1)O <br />.� <br />C <br />O <br />C(i <br />.cn <br />,i <br />m <br />U <br />=3 <br />0 <br />Q <br />C <br />0 <br />a) <br />c <br />N <br />CQ <br />O <br />O <br />.— <br />G <br />.0 <br />2 <br />to <br />c <br />O <br />LL <br />C) <br />r�r <br />''6^^ <br />cn <br />ca <br />> <br />Q <br />Q <br />CV <br />C*J <br />c) <br />•- <br />Lu <br />W <br />C•7 <br />U <br />m 1v <br />v <br />lL <br />C d <br />0- <br />o <br />-p CV t <br />fO <br />cC=v <br />E <br />V t d <br />3 3 � <br />m u -M <br />OJ c CAT <br />c C_ <br />TO o <br />CL u <br />0 <br />w <br />i <br />_( <br />cu <br />O <br />CL <br />CDL <br />CD <br />U <br />cz <br />O <br />TALL <br />U <br />Caw, <br />cu <br />L <br />m <br />LLJ <br />Q <br />z <br />Z <br />Q <br />J <br />t2 <br />SHEET NO. <br />SH 1.4 <br />