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.,.,,..Yn�.r•PY1T..r wa.n1rprl a a•t!++,��w11R`�A+4F471I, A6wP+rt�•q .. ., t ,a-c s LIw tl� ,j � • I llllill/ a�P�Sr}j�}� �i� 7R <br />END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE. <br />CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR. LIFE <br />SAFETY A E-Z HANG STORM PANEL(D SYSTEMS <br />a <br />1 OR ISIMOaEIE <br />VARES 1 � !PANE r . r . AN• 3105 M_14 1 <br />r Md .l 4L & ,loo MIm aoa3 fl ALIm Can. ANAL <br />AMMO ran , .•.. 1 <br />-2 1/2• VOWN a ,2{0•G <br />�R1[ 1 <br />NCpI ca 214' �0p rM1�- rpl�l 0Nq�tE, 1� 1 ,14*0 . 1 3/4• TMCaI ' � _P1 <br />N[Gu6Eo OONCaEtt alOpf DE 1 ® rN01011 a ,r o.�'._ 2 ,/r 1 <br />1/4• tw <br />r�AK•ou• ' : r -} ( ' I• V <br />• lr D.0 LMRa 1 r a 2'. .ao5. 70 101 �'p010tlM <br />... / t• Y . r ..Ow WNt. - <br />1„I,i m< t ci]7 Y2p,. ; .aw. Mot a <br />SI -_ _---- j Aar 316a'.N,a/ SNW iOULLD Cm4cR G o0NCR9E <br />Y N 4' N .1yy I• ) V- IifK AWIL Wff RATE /� OLOOt GO 2•N• N000 nWE - <br />331 goes-To05- "4� 2 1/2. , + 7 7 - 3• -I I �' 7 1 aEDUNED <br />COW. AUS1. MINE � \J yp• t 1/4 v+ , <br />-�--------------J MI6.. OAP <br />1/4'0606_'-l'•4-. A"' <br />'31 <br />t Ir or_ 09-",4 ON 60a3-fl MLOr <br />a/JICNMR Csl JNn MOLE <br />CASE A (PLAN) CASE B (PL&O CASE C (PLAN) CASE D (PLAN) <br />SCALE 1/4•.+' SCALE I/41.1, SCALE 1/4'- 1' SCALE 1/41./• <br />~ -t ti:/ •®� 19 OR ppL NAM M "/f3WEDODe/�taaaE <br />"SM Oe F OPENING a FNEL2M1n PUTS LsEE <br />IN.P P0mc 1 1 all 214• tw . SEES U NUSG & ,f) ESN ZMEDa a <br />_ p rie o E taa wINEs• 1 ri1 ® rwa IRaM1m A 4rRrraE +a a , y <br />OVERLAP BEYOND r.A WOm PaAME <br />OPENING WAM CONCRETE. OSNCKU flRIMWD <br />all 2•M• 1m0D FWAE <br />7P a �•. 1 3/4• W.. <br />- - <br />( VARIES •© �® ^ v _ v <br />A'DA FLIT N.Yla4 rNM{ifl m <br />ir SOL- 1 "Au (WHIP Wr END PANEL) <br />N . E0. DISTANCE <br />/�A p� <br />lit ---- Rve <br />Sy.E G (P,TESTA:.....wuE 1/4-.13A:' '��GEN '•. V" FOR DIRECT MOUNT INSTALLATION ONLY t <br />`Y CERTIFIED PANEL NSTµIATGN AT WALLS If/ <br />ND. 44161 SURFACE LEVEL UNINVONS NATION 3/4• <br />#: # :# FLORIDA BUILDMO CODE Mon YalGoi NWTIC011a Zme <br />CASE E (PLAN) CASE F (PLANS I� <br />OGLE ,/4•.,' SCALE 1/4'.1• 's �.��; ;AtORID►• amIIIIBOa ESL' 24 BABE GALVANIZED STEEL GORY PANEL arw 9r. <br />1L ETC o L P"T , F U.C. w am <br />Nelp, <br />•LIl'P67 Na 3a� 2L 1Ma. SR YMrP R OWL IS. 3LH4 28-1 •/5 <br />WHIN MIMIC mM)M-76M. FM M4)LLN'aN7 <br />w-- aM�A� <br />�01a <br />O IaNE NP <br />OIL its.-ManG,At/Ort 6ALTB1 ♦. ►L 4M "• SIRE a a N <br />MAXIMUM A.S.O. DESIGN PRESS roc RAT.L.G_(R`) AND CORRESPONDING MAXIMUM ANCHOR SPACING <br />SCHEDULE FOR REGULAR STORY PANEL (1) NSTA1 IONS INTO WOOD STRUCTURES <br />(VALID ONLY FOR PANEL iQINSTALLATONS AS PER ALTERNATIVES I THRU 4W. ON SHEETS 6 A 7) <br />MADE A3:D. <br />DESIGN <br />PF <br />(TJ <br />MAIIMIY ANCHOOM SPACING IN E.D.. AS SHOWN ON $HEM e AS 7 <br />APPLICABLE <br />TO <br />OF THEM <br />PANEL, <br />371GTM <br />1• <br />(NJ <br />TAPCON <br />LAB SCREW <br />� <br />7EWODa&"aA <br />Pi1W <br />tr <br />IS' <br />Ir <br />Ir <br />IS Fag <br />tY <br />13• <br />1r <br />,r <br />,r <br />1I007700 <br />a 1/r <br />6 1/2• <br />S ,n• <br />6 lIr <br />a ,/I. <br />(TOP) <br />_ <br />- <br />a I/4- <br />12 In' <br />6 I/6• <br />"ff..) <br />r-r <br />(TIP) <br />Lss <br />rb44' <br />(9OT102I) <br />Ir <br />IS' <br />13' <br />Ir <br />(T5� <br />4ia. -{5 <br />US9 <br />,r <br />it <br />1r <br />13- <br />1rIF <br />IF <br />Ir <br />a 1/r <br />• (10� <br />lr <br />Ir <br />,r <br />a' <br />IV(00"01) <br />6 in• <br />6 1/r <br />6 in' <br />6 I/r <br />OOP) <br />-I/r <br />121/2• <br />a I/4- <br />(6Nr.•y <br />;,W-♦ <br />I/Y'6 <br />lIr <br />6 1/2• <br />- <br />(MP) <br />14TO4" <br />4f <br />Y/r <br />Y <br />- <br />IBGrToW <br />to I/r <br />9 1/r <br />12' <br />,Y <br />a <br />(TD17 <br />IF <br />/r <br />13r <br />13• <br />t a t/r <br />MOTION) <br />• SEE TABLE /1 FOR TAX. A.S.D. DESIGN LOADS 6E MAY PAPEI LEINWHS WHEN SPACER• SEE TABLE FOR WX. LOADS MAX. WHEN IS <br />USED, CORRESPOFgMO OPLY TO ALTERNATE 2W ON SHEET B <br />MAX ASD. <br />cam <br />PRESSURE <br />RATING <br />(pA.1J <br />MA MN ANCHORS 9PACNG FOR EA. - AS SHOWN ON SHEETS 6 t 7 <br />APPLICABLE <br />10PANEL <br />43u#aum <br />a ANY <br />OF TOO <br />MNO" <br />Uum <br />1. <br />(R,) <br />TA -CON <br />LAG SCREW <br />PANELAMTE <br />FDA" 0 <br />PA7EL3EA7E <br />PLUS <br />WOOD LASHING <br />I <br />Ir <br />Ir <br />Ir <br />13• <br />IS, <br />Ir <br />Ir <br />tY <br />Ir <br />r <br />III fours ) <br />6 1/2- <br />6 ,/2• <br />6 lIr <br />6 1/2• <br />a lIr <br />IS I10P) <br />- <br />- <br />61/4- <br />121/2• <br />61/4• <br />MIT.-) <br />S'-0• <br />Y <br />7 'n- <br />r <br />6• <br />- <br />ITS <br />LESS <br />7 f/r <br />or <br />r <br />r <br />- <br />311 (BWiBN) <br />,r <br />13,Irit <br />13• <br />mn <br />445, -45 <br />ro <br />475. -7e <br />lr <br />Ir <br />Ir <br />fr <br />Ir <br />(50IMM <br />Ir <br />Ir <br />Ir <br />,r <br />tr <br />W <br />Ir <br />Ir <br />tr <br />it <br />6 Ile <br />I-�r <br />IN (WTT61) <br />6 1/2' <br />6 1/2• <br />{ in- <br />6 1/r <br />6 1n• <br />(1oh <br />- <br />- <br />6 t/4• <br />12 1/2- <br />6>5m <br />S' <br />7 1/2' <br />) tn• <br />- <br />1/2 <br />13' <br />12- <br />it <br />U• <br />1 51/2- <br />(MP) <br />Ir <br />13• <br />Ir <br />Ir I <br />le <br />• SEE 748"IM TAX.-A.S.O. DESIGN LOADS R AWE. PALE!. -LENGTHS WHEN SPACER ® IS <br />USED, OOMESPOND1110 ONLY TO ALTERlN7E 2W ON SHEET B <br />TeetE.lL <br />A --' <br />A.S.D. OESM LOAD <br />NPANEL <br />LENGT <br />40 PSF OR LESS <br />6•-B• <br />> 40 PSF TO 50 PSF <br />6'-2• <br />> SD PSF TO 6D PSF <br />5'-10• <br />A MAX. PANEL LENGTHS ARE (FLY VALID FOR INSTALLATIONS <br />W/ PANEL MATE AMU 0 OR PANEL MATE PLUS <br />ANCHORS & W/ 5POWN44 1/2• D.C. <br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.Lf.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE <br />FOR REGULAR STORM/ PANEL M INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES <br />(VALID ONLY FOR PANEL(S)INSTALLATIONS, AS PER SECTIONS i THRU B, ON SHEETS 4 A S) <br />MAX. A.S.C. <br />OEM <br />PI <br />RATING <br />(p,a1J <br />MA,NNW MCHM SAWN FOR 1M E0. PER SCEOLI E BELOW <br />APPUOt6lE <br />MAXIMUM <br />IEPw01w <br />1 <br />(R,) <br />,µX, RSA. <br />DESKIN <br />►RF <br />MTN1G <br />(p.6.f.) <br />41 <br />1►AlAMi01 AMC110118 9PAL7q FOR WI E.D. PQ eGECAF Sam <br />A►PtIGINE <br />SW, <br />MIAIOYW <br />MOAM <br />OLL <br />Y' <br />(,L) <br />TAPCON <br />SOUR -•SE! <br />FEMAI q <br />ptPAME <br />US <br />ZAMAC-NMDI <br />OER-W <br />t <br />TAPtpI <br />SOLD-SITt13'Ir <br />FEMALE <br />ID <br />A <br />2AMAC-RAIN <br />CMIt -N <br />t t, <br />N <br />A <br />N713r <br />A <br />1p <br />A <br />N <br />q <br />A <br />N <br />OEM <br />445. -a <br />Oft <br />U s <br />1r <br />,r <br />tr <br />tr <br />tr <br />/r <br />Ir <br />tr <br />tr <br />-1r <br />it <br />1 <br />e•-a' <br />OR <br />lEe <br />t4 `46 <br />w. -m <br />Ir <br />1r <br />,r <br />,r <br />Ir <br />IFIr <br />13, <br />, <br />IY <br />Ir <br />11 <br />, <br />OR <br />Ii85 <br />Ir <br />Ir <br />IS` <br />Ir <br />it <br />1r <br />13• <br />Ir <br />is, <br />lr <br />tr <br />I MOTION) <br />it <br />tr <br />lr <br />lr <br />lr <br />Ir <br />Ir <br />Ir <br />1r <br />,1 I <br />IIr <br />13• <br />+r <br />Ir <br />Ir <br />Ir <br />Ir <br />it <br />Ir <br />,r <br />Ir <br />(TOP) <br />Ir <br />13' <br />13• <br />Ir <br />Ir <br />Ir <br />1r <br />lr <br />lr <br />,1 t/2 <br />2 (TOP) <br />tr <br />it <br />/r <br />Ir <br />Ir <br />Ir <br />Ir <br />Ir <br />,r <br />Ir <br />Ir <br />21 "TM) <br />Is, <br />,r <br />Ir <br />,r <br />,r <br />,r <br />lr <br />Ir <br />Ir <br />11 <br />2(BOTTOM) <br />Ir <br />13• <br />/r <br />iY <br />,r <br />Ir <br />13' <br />tr <br />IS• <br />it <br />Ir <br />M <br />ta' <br />lr <br />1Y <br />,r <br />lY <br />1]• <br />tr <br />,r <br />tr <br />„ In <br />3 )W-r <br />12 1 <br />12 I/2 <br />! I/r <br />2 1 <br />12 // <br />- <br />- <br />6 I/4• <br />4 1/4- <br />13 (Barrow) <br />- <br />- <br />2 1 <br />I. 1/4 <br />6 ,/4' <br />2 1 <br />- <br />- <br />6 1/r <br />6 1/4. <br />3 (BOTMM) <br />6' <br />r <br />r <br />r <br />r <br />r <br />r <br />6' <br />S' <br />I r <br />G` <br />7 In- <br />4 (TOP) <br />6• <br />a 'Irl <br />r <br />r <br />e• <br />S In' <br />r <br />7 ,/r <br />6• <br />r <br />r <br />S• <br />A tw) <br />r <br />- <br />r <br />- <br />r <br />- <br />r <br />- <br />Ir <br />- <br />r <br />- <br />4 W110110 <br />6' <br />- <br />r <br />- <br />r <br />- <br />1 6• <br />1- <br />e• <br />- <br />r <br />- <br />4 (mtTOM) <br />Tr <br />tr <br />Ir <br />tr <br />Ir <br />13' <br />Ir <br />Ir <br />Ir <br />Ir <br />,r <br />Ir <br />a COOP) <br />Ir <br />_ --/r <br />Ir <br />Ir <br />tr <br />13• <br />Ir <br />it <br />Ir <br />Ir <br />Ir <br />11 t/2 <br />(TOP) <br />,a• <br />13• <br />Ir <br />Ir <br />Tr <br />Ir <br />Ir <br />la• <br />13' <br />IS• <br />Ir <br />1r <br />a DIOTT <br />Ir <br />Ir <br />/r <br />Ir <br />Ir <br />lr <br />Ir <br />13• <br />it <br />it <br />tr <br />It tlr <br />5 (WrW <br />Ir <br />13• <br />,r <br />13, <br />it <br />Ir <br />tr <br />/3• <br />Ir <br />Ir <br />,r <br />13' <br />8 (TOP) <br />Ir <br />tr <br />Ir <br />Ir <br />it <br />Ir <br />Ir <br />Ir <br />,r <br />tr <br />1r <br />it to <br />6 (TOP) <br />_ <br />-= <br />6 1/4• <br />t 1/r <br />i 1 4' <br />6 114. <br />6 1/4• <br />a .• ) <br />- <br />- <br />6 i/4• <br />a Ile <br />a 1/4. <br />6 1/4• <br />- <br />- <br />- <br />- <br />6 I/4• <br />e , 4. <br />6 (WIT.-) <br />Ir <br />S' <br />Ir <br />10 1/2 <br />Ir <br />T <br />1r <br />Y <br />7 in <br />S 1/2 <br />Ir <br />T <br />4 vr <br />I (TOP) <br />35,x <br />m <br />14'-e <br />,r <br />6• <br />i <br />it <br />lr <br />7177 <br />it <br />s 1 <br />9 1/r <br />6 1/2 <br />tr <br />si/ritrun <br />>s-r <br />ro <br />W-6• <br />Ir <br />Y <br />it <br />it <br />Hr <br />9 t/:1 <br />lr <br />9 1/2 <br />I t0 1/2 <br />7 1/2 <br />lr <br />r <br />i aWTToM) <br />Ir <br />7 1/r <br />Ir <br />tr <br />Ir <br />to' <br />,r <br />Ir <br />11• <br />IF <br />it <br />6 !n• <br />I O1Of101) <br />Ir <br />r <br />,a• <br />jig Ilr <br />Ir <br />7' <br />1 13• <br />Y <br />7 1/2 <br />5 1/2 <br />tr <br />4 I/rP <br />(TOP) <br />IY <br />I r <br />it <br />it <br />,r <br />S 1/r <br />,r <br />0 t/r <br />9 tn. <br />0 1/r <br />tr <br />5 'Ir <br />2 ((OP) <br />Ir <br />Y <br />tr <br />1 13' <br />7Y <br />! 1/2 <br />t3' <br />9 1/2 <br />10 1 7 <br />7 ,/7 <br />tr <br />(6oT10M) <br />Ir <br />7 lIr <br />tr <br />it <br />tr <br />Ir <br />tr <br />to' <br />it' <br />r <br />tr <br />6 f/Y <br />2 (5D1TD1t) <br />tr <br />7• <br />IY <br />Ir <br />Ir <br />9 I/2 <br />Ir <br />9 In <br />10 1/2 <br />7 1/2 <br />Ir <br />(TOP) <br />Ir <br />7 1/r <br />Ir <br />Ir <br />1r <br />1w <br />Ir <br />to' <br />„• <br />r <br />Ir <br />a I/Y <br />3 (TO►) <br />12 1/2 <br />2 I <br />a 1/4• <br />6 I/4• <br />2 1 <br />6 Iµ• <br />6 1/4- <br />CROTT01) <br />2 1/2 <br />2 1 <br />6 1/4' <br />6 1/4' <br />2 1 <br />12 1/2 <br />5 I/r <br />6 1/4. <br />3 (501T01) <br />Y <br />r <br />a' <br />5 t/r <br />r <br />3 1/r <br />r <br />4• <br />4 1/2• <br />3• <br />6 1/r(TOP) <br />7 ln. <br />r <br />r <br />r <br />Y <br />4' <br />r <br />4• <br />4 I/2• <br />3 1/r <br />6 I/Y <br />a' <br />4 (TOP) <br />5 In <br />7 lIr(6o <br />jl/�* <br />um) <br />r <br />r <br />R• <br />r <br />S 'Ir <br />7 l/Y <br />(SDTTDM) <br />Ir <br />7. <br />Ir <br />Ir <br />Ir <br />9 I/2" <br />Ir <br />9 lIr <br />o 1 <br />1 ve <br />,r <br />(TOP! <br />Ir <br />a 1n• <br />Ir <br />Ir <br />tr <br />Io• <br />.r <br />IV <br />11• <br />r <br />it <br />s Wig <br />(TOP) <br />13• <br />1' <br />Ir <br />13' <br />13` <br />9 1/2• <br />Ir <br />9 1/2• <br />0 t/Y <br />7 In' <br />,r <br />eoliaM) <br />IS' <br />a i/r <br />tr <br />Ir <br />Ir <br />t0• <br />Ir <br />10' <br />it' <br />r <br />tY <br />a 1/2• <br />S (m1TOMy <br />tr <br />r <br />or <br />101/2' <br />Ir <br />7• <br />Ir <br />Y <br />7 ,n' <br />5 tJr <br />1r <br />( ) <br />,Y <br />r <br />Ir <br />tr <br />,r <br />a tn,r <br />S 1/r <br />f 1/2• <br />i 1/r <br />it <br />a ,/Y <br />6CHIP)6 <br />i/4" <br />6, r <br />6 1/4' <br />t ,/r <br />6 I/4' <br />I/6• <br />!, 4• <br />6 Ile <br />6 1/4' <br />6 f 1" <br />0 1/4. <br />6 <br />six IHW I I FOR AN"" ,On a w0cm IN MtICGMA60M6 WIG SWISS fma ouLoom <br />• MINIMA ANCHN W %M= AG MrM4W EDSE 06AMR NNE OGUM ON OG SU UE FOR EA <br />LOW TWA MGGIm ON 1097AM4E AM= ANOES SPACAS IN "IftVI IS 9PtMMG ON 1 ON <br />BCtE M N DO fOLLMO FACTORS. FOR THIS OPtRGON 01 IE MERRLL IROYCm MYCNG <br />OFARED Mg fAC10R 0*4 Not it LESS IMAM WOW SPACING NOORm 100, EAOI ANGER TOE <br />M roe SC ENRE <br />ANCHOR rft <br />1/P• <br />1/rP <br />, . <br />IN. <br />//r• <br />I/4. <br />OPNNN <br />t3tlp•Nr <br />low <br />VMVANLW <br />Va.& <br />,OHNLIN AMOCO WAN060 (M.) <br />3 <br />a <br />3 <br />3 <br />2 yr <br />It,? <br />16a6MI6a60W 6y <br />3 <br />3,n• <br />r <br />3 <br />a,/r <br />3 <br />Ilnra W ENO, <br />3 <br />3 I/r <br />3 lIr <br />3 1n <br />3 F/r <br />4 <br />ACIMIL m <br />FA010R <br />- 3 <br />•• SPK2HBY ONLY WM YMETd SPAI;ER 6 !SEA. 9EE T� )11 FOR MAX A.S.D. <br />DESIGN LOADS & MAX PANEL 761EN SPACER CIEUSED. <br />i 3• MAX <br />a.a..Q.••'� <br />O°rO I v <br />MAL& <br />A <br />ASA. OFEIGII LOAD <br />�PPA/EL <br />40 PSF OR LESS <br />6•-6- <br />> 40 PSF TO 50 PSF <br />6'-2' <br />> 50 PSF TO 60 PSF <br />S'-To- <br />A MAX. PANEL LENGTHS ARE MR VAUD FOR RNSTALLATONS <br />W/ SOLID SET ANCHORS R W/ SPACER AT 12 1/2• D.C. <br />-- ----MOM (SETT SECTIONS & ALTERNAI S ON SIQ75 13. 14,13 t16) <br />R-tA/13. 111-2A/13. R-3A(/14. R-19/13. R-2R/tsa a-3e/t4. <br />R-1AW/16. R-2AW/15. R-34W/t6. R-TRW/1% R-211W/15M R-39W/16. <br />O O O O O <br />r VAN. <br />I. MGM. <br />11 j� �N�I� I` l i ► 1 I I ����� i <br />i <br />I L <br />E 1 4Y-2Wl•'SS, BOLIS IN I 1 <br />' (USE FOR PANE! LENGTH , MAX <br />' OVER rr -�67 .YPAMEL URGSI <br />REGULAR PAWL a +AM -40A /.af. BOL <br />.ECItA/5(IOVERLAP O PAIL LENGTH --------------- <br />UK SwElY:i PANEL <br />_ IDI (W/o MMG PAEG <br />BOLO <br />A i A UK Y-r WE Ra+a LENGTH <br />BOli9 w AT All MoU(rm <br />S.S. <br />I i F AT EA OVERLA <br />N j <br />L12 <br />T <br />i .--1 ___a__,_�- _1_ } ___a___ I�_ _ Sf NOTCHES "Ai` SOUS 1 <br />rIGI+ . LIFE SAiIY"-. <br />r <br />D.M..O• !� - �'; , PAM0. BOTTOM cGRMERs i , '. 0 <br />Or O - WING HINT AT LMrdOR BANG MIT AT <br />3� LMjL. IiFT PAWL - RIGHT PANEL r WN. t INSTALLATIONS ONLY %%D FOR WIND <br />; 1• IPA. R-IIA/13. R-2A/13. R-3A//4. R-10/13. R-2R/13, R-30/14. I• M.1 SPECS UP m 170 m.p.h. <br />R-IAW/t5. R-CAW/i5. R-3AW/16. R-1)PR/iS, R-2BW/15, R-3RYF/is. <br />_-AWN= (SEE SECTIONS a ATERNITNES ON SHEETS 11 14. 15 t/a}-__.___.,___.___.._ ._ <br />�_. .. t//" MAX. GAP <br />UFE SAFETY STORM PANEL n ELEVATION (t) <br />SCALE i/a'•i' �� <br />OREGULAR ZO7• fl REgRAR <br />' STORM PANEL (MIN. *~ .i -STOLE NLLEY) s1Gi61 PANEL , <br />UFE Sww PANE1, <br />3 * ' # <br />IFS <br />iLORiDM1 <br />RlltlDiNG CODE Non High Velocofty HIM <br />calls tam <br />EXTERIOR°OP <br />F�;S �AIO �r( <br />K'aO' Ma <br />1L E C O L... <br />24 BALE[ GALVANIZED STEEL STORM PANEL <br />OMAN IS, <br />PROTECTION LLC• <br />NM/ra2 <br />DSc. <br />SECTIQN A A <br />SURE 1/4•.t- <br />! -r'••' <br />4a a a, t3� r2M. tM/a s,W <br />NFr.Har .rl-r1N.w.. P6MF-,., <br />«ca sm. N a= <br />GOAL T. Sam <br />NMOIL"4RM-THIN Fm fm)mp-Wal <br />20-175 <br />P.E.sEM.n,rMWON[ <br />WL1Oli. PL <br />DRUM NR <br />r. r <br />'r-•• • <br />f2®q !M N <br />(VALID ONLY FOR PANIELQI INSTALLATo6 As PER SECTIONS 1 THRU Is. ON SHEETS 4 k S) <br />MAIL AAA <br />PRESSIM <br />xM) <br />MARIANA AN04M SPACIIS FOR MN E.D. PER SCHEDULE BELOW <br />APRKASIl <br />1MAR2U111 <br />Lee?" <br />R <br />��j <br />MAX ASD. <br />DESIGN <br />P <br />y) <br />MAXIMUM AeIGNONS SPACING FOR IPA ED PER SCHEDULE BMWDESIGN <br />Aro/PUOiStE <br />a , <br />IM11111RA <br />WIDOW <br />itLy <br />UPON <br />SOLID -all <br />FEMALE <br />0 <br />PR}R <br />7A►MC-WYIN <br />CALK -Of <br />4, fm <br />TN <br />SMA-SE <br />PUNS <br />2AMMMaN <br />CAUL-N <br />A <br />To <br />A <br />To <br />0 <br />10 <br />t0 <br />N <br />N <br />OF TIIDi <br />>.I& -a <br />To <br />A <br />IF <br />I 11• <br />Ir <br />,r <br />!r <br />Sr- <br />tr <br />tr <br />I <br />12• <br />,r <br />to* <br />i <br />r-r <br />OR <br />IE� <br />• -75 <br />411t-taa <br />is* <br />r <br />13• <br />to llr <br />it <br />6 I1r <br />Ir <br />6 i/2 <br />7 1 <br />5 1 <br />Ir <br />a , <br />1 <br />a'-r <br />oR <br />In$ <br />IF <br />I It* <br />,r <br />13' <br />tr <br />it <br />Ir <br />IS, <br />it <br />it <br />,r <br />,r <br />1 (Bodo!) <br />/r <br />6 In' <br />13• <br />13r <br />Ir <br />a <br />Ir <br />r <br />lr <br />7 1/2• <br />IF <br />Or <br />I W&6 <br />tr <br />I it, <br />Ir <br />13' <br />13• <br />it <br />Ir <br />it <br />,r <br />it <br />1r <br />tr <br />2 Mn <br />Ir <br />r <br />,r <br />0 1 <br />Ir <br />0 1/Y <br />,r <br />a ,/p' <br />7 1/Y <br />S 1/2• <br />Ir <br />4 in• <br />Y LTD•) <br />1r <br />,/• <br />,r <br />,r <br />,r <br />IF <br />u• <br />,r <br />IF <br />,r <br />,r <br />,o• <br />: (eoTOM) <br />lr <br />Y <br />Ir <br />I' <br />3 <br />I r <br />I, n <br />+r <br />91 n` <br />10 t <br />71 n• <br />u• <br />6 ,n <br />2 (NOTION) <br />1r <br />it, <br />,r <br />,r <br />,r <br />rr <br />IF <br />it <br />it <br />Ir <br />Ir <br />,o• <br />b CMPT <br />Ir <br />Y <br />Is' <br />Ir <br />tr <br />4 ,/r <br />Ir <br />T IIF <br />to 1/2 <br />7 in• <br />IF <br />r <br />IMP) <br />Y 1 <br />12 1/2 <br />6 ,/e <br />6 1/4' <br />2 1/2 <br />,1 1 <br />- <br />- <br />6 1/4' <br />6 1/r <br />b (a0TT0My <br />- <br />- <br />2 In <br />2 1/2 <br />6 Ile <br />6 ,/4' <br />2 1/2 <br />6 1/4• <br />- <br />- <br />0 1/4. <br />0 ,/r <br />3 (a01+OM) <br />r <br />r <br />a• <br />r <br />e' <br />e' <br />0' <br />6 1/Y <br />Y <br />s• <br />a• <br />4 1/r <br />4 (TOPS <br />Y <br />r <br />r <br />S 1n' <br />Y <br />3 I/r <br />r <br />4• <br />4 I/r <br />r <br />6 t/r <br />2 l/r <br />4 Mn <br />r <br />4 (WflOM) <br />r <br />- <br />6 ,/r <br />- <br />e <br />- <br />r <br />- <br />6 I/r <br />- <br />Y <br />- <br />4 (mT1oo <br />tr <br />it* <br />Ir <br />13• <br />13" <br />I it <br />Ir <br />Ir <br />13' <br />it <br />13' <br />lo- <br />(IDP) <br />Ir <br />t ,/Y <br />Ir <br />Ir <br />Ir <br />r <br />Ir <br />fi• <br />lir <br />'7 ,/r <br />1r <br />IV <br />5 (Sam <br />13• <br />,l' <br />Ir <br />13, <br />it <br />I it <br />la• <br />Ir <br />13• <br />11. <br />Ir <br />10' <br />5010110101 <br />it <br />Y <br />13' <br />it <br />lr <br />9 ,/r <br />it <br />9 in' <br />to in <br />7 ,/2' <br />5, <br />r <br />S (aOTOM) <br />Ir <br />R• <br />/r <br />tr <br />Ir <br />tr <br />,a• <br />1r <br />,r <br />Ir <br />Ir <br />10' <br />6 <br />1r <br />r <br />Ir <br />10 I1r <br />Ir <br />a 1/r <br />it <br />61 <br />7 1/r <br />5 ,/r <br />or <br />4 1/2• <br />6 (TAP) <br />_ <br />- <br />6 t 4" <br />6 Ile <br />6 1/4 <br />6 t 4• <br />- <br />- <br />_ - <br />- <br />I , 4' <br />6 1/4. <br />6 (OOTTt•) <br />- <br />- <br />6 1/4• <br />0 1 C <br />6 Ile <br />a t A• <br />6 1/r <br />6 t •• <br />- <br />- <br />6 1/4- <br />a 1/4' <br />I (HOTS.») <br />IF <br />-47a. <br />7 in <br />Ir <br />,r <br />lr <br />tr <br />lr <br />Ir <br />tl' <br />r <br />tr <br />a 1/ <br />, <br />Sr-t, <br />TO <br />5•-5• <br />tr <br />Y <br />13' <br />1 t <br />it <br />e t <br />Ir <br />6 t <br />7 1/r <br />S / <br />Ir <br />4 117 <br />t <br />ID <br />Y-a' <br />13• <br />1 f/2• <br />it <br />tr <br />Ir <br />10 1/2 <br />Ir <br />10 llrll <br />to <br />r <br />IY <br />-r1 <br />amir101Q <br />,r <br />6 t/r <br />Ir <br />,r <br />Ir <br />!• <br />Ir <br />1. <br />lo• <br />7 1& <br />1r <br />6• <br />1 dDTD1I) <br />13' <br />7 t/Y <br />Ir <br />,r <br />it <br />tr <br />,r <br />to, <br />it* <br />a <br />Ir <br />4 1/2' <br />2 (TOP) <br />Ir <br />r <br />,Y <br />10 ,/ <br />tr <br />6 1/2• <br />13• <br />6 t/r <br />7 t/2• <br />5 I/r <br />Ir <br />4 1/r <br />2 (TOP) <br />13• <br />7 1/2• <br />,r <br />Tr <br />,r <br />o 1/a <br />Tr <br />-o 1/2 <br />t 1 <br />a• <br />1r <br />7' <br />2 (BOTIaQ <br />,r <br />P <br />Ir <br />tr <br />13' <br />9 1/2' <br />tr <br />! 1/Y <br />0 / <br />7 1/2•F13r- <br />6 ,/r <br />2 (BOTTOM) <br />is• <br />7 ,n• <br />ts' <br />,]' <br />13• <br />,G ,/ <br />Er <br />to ,n <br />71 i <br />r <br />Ir <br />Y <br />3 (Top <br />»- <br />Y <br />Ir <br />,3' <br />,r <br />! 1n' <br />ib• <br />! ,n' <br />0 1n <br />7 ,/2• <br />r <br />3 ITaP) <br />6 1/4- <br />6 I/4- <br />3 (W170M) <br />- <br />- <br />2 f/r <br />2 1/2 <br />6 1/4• <br />4 t/4• <br />2 1/r <br />6 t/4• <br />- <br />- <br />4 1/4. <br />3 (BOON) <br />7 1/2• <br />3 ,n• <br />a• <br />r <br />7 1/r <br />4• <br />r <br />4 ,/r <br />s' <br />3 i/r <br />I, <br />r <br />4 (TOP) <br />Y <br />r <br />S• <br />6 1/r <br />Y <br />3 llr <br />r <br />4- <br />4 1/r <br />Y <br />2 1/2' <br />(BOP) <br />a' <br />- <br />6 <br />- <br />a• <br />- <br />S' <br />- <br />r <br />- <br />r <br />- <br />(0011DII) <br />r <br />- <br />a ,/Y <br />- <br />r <br />- <br />r <br />- <br />5 In• <br />- <br />- <br />.4 porrom) <br />Ir <br />7 1/2• <br />Ir <br />Ir <br />Ir <br />,0 1/2 <br />Ir <br />10 1/2 <br />1 , <br />- r <br />13• <br />r <br />6 OOP) <br />Ir <br />t lIr <br />Ir <br />IS` <br />IF <br />r <br />13• <br />r• <br />Tr <br />7 tn• <br />r <br />(TOP)1r <br />7 1/r <br />it <br />it <br />,3" <br />0 in <br />1r <br />0 ,n <br />, ,/: <br />r <br />1r <br />Y <br />(a0I1pM) <br />it <br />Y <br />13' <br />13• <br />Ir <br />9 ln• <br />Ir <br />9 1/3" <br />IG l/Y,/r(ODTMM) <br />Ir <br />7 I/Y <br />/a' <br />,r <br />tr <br />0 1/2 <br />tr <br />10 , <br />„ , <br />6' <br />Ir <br />7• <br />a OOry <br />,r <br />S' <br />,r <br />1T <br />4 1/2' <br />1Y <br />a f/2'. <br />7 1/2• <br />3 ,n•. <br />t/r6I <br />4' <br />8 1 a' <br />6 , 4' <br />6 P <br />61 i' <br />a / 1. <br />6 <br />t 1 r <br />01/1' <br />11/1 <br />0 1/4' <br />6, 4' <br />e « <br />IM $HBO I I FOR mcmm rm a 9104I4, no onvAu aom Sao 4000 mum Wikm a <br />• MAIM MEMN BEATING AB MINIMUM Eft OEM= AM NOMM ON DO $041MAE POR Ea <br />I= O AN OWA1t9 ON SMDMt NAM ANCHOR SPACING N "MMNb SIMMONS DOG/ ON <br />faiDI1E N We FGLOaM/ PACING Apt AG OPSRA110N m 6n MORE. MM MOM <br />Down OerIC ALTER SMALL Not IS COTS Tim ,NIMW YAOG ME== me GOI ANGER TOE <br />ON INS: SOMEONE <br />ROOM 11lE <br />1/r• <br />+ . <br />t . +4. <br />1/41F <br />,1/4. <br />•. UPON <br />Ma1MsaW <br />CA" <br />NO" memo s7rOG Od) <br />3 <br />3 <br />3 <br />3 1 tn' <br />2 in <br />MAIIMM WK W <br />3 <br />3 ,m <br />r <br />3 l ./r <br />3 <br />OrrAi,a12a3 GAOL <br />3 <br />i ,K <br />] ,/Y <br />3 ,n 3 V2' <br />ICRIiI .K 5N5R! <br />F <br />_.... ' Itr <br />'Ir <br />SAM <br />'• SPACINGS ONLY VALID WHFM SIPAM37t S lS®. SEE T 1 FOR MALL A.S.D. <br />DESIGN! LOADS t MAX. PAQ WHEN SPACER of PS USED. <br />1/40 TAPCON.T..T CONCRETE �PW <br />ANCHOR 0 r 0.C. BLOCK <br />Ln <br />i <br />1 <br />3/4- -- T <br />-__ 1/4Y IAPCOM� <br />MCI= e r O.C. <br />OISTNG POIREO COI mm ON <br />•.-CONCRETE BLOCK REGARED. <br />PMELS <br />nm-g A <br />A3.D. OE51Gd LOAD <br />VAXON HPOND. <br />40 PSF OR LESS <br />6'-B• <br />> 40 PSF TO SO PSF <br />6'-2• <br />> 50 PSF TO SO PSF <br />W-10- <br />A MAX PANEL L040M ARE Y VALID FOR INSTALLATIONS <br />W/ SOLID SET ANCHORS t W/1" SPACER AT 12 1/2. O.C. <br />INSTALLATION DETAILS FOR UFE SAFETY PANEL C1i <br />INTO _POURED CONCRETE OR CONCRETE BLOCK STRUCTURES <br />1/6.0 1000N ,_�PWAED 1/4'0 TAPCW^- _DUSIMC POMMEL✓ <br />ANCHOR 0 r S.C. j ---___-- OR---- ANCHOR a 0o.c.OIN-- <br />sm MIRTH I4 a N MR A 40M <br />mom In <br />TYPE At IINNOINI TOR SOTAUATDIE SON, <br />=nvw SULOM 6. <br />1RtRNM ANCHOR tNOM AND MACAW <br />OMIIK AIRIIINI WaDMI fly <br />a <br />•A�OW = oNI.I4tr ey <br />��� <br />3 <br />Can DOTAIICE AIR Nock%t1D ON OM <br />SOODIAL POR E.D. LESS TWA 901GIED <br />M SO EDUE new" HONOR 9MCM <br />} <br />6, MS.MYMG 3pocm smm am <br />SOEOpE BY INS iOUCMRG FACRAL <br />ARK � rMm <br />IAOISR <br />r <br />- -- <br />o3I <br />MR THISOPSIMIM /0 IN FOUNKL <br />REDUCED VA= auto" um <br />FACM SMALL MOT SO LOSS 11W1 <br />3 ,n, <br />r <br />MIINAMI SPACING IMMO m roll LFCH <br />ANCHOR TIP[ all THIS SamLLn <br />1/4'a IAPCON(, <br />ANCHOR 0 91 <br />--- E7tlSmR te5t2EED <br />�E7E OA <br />CONCRETE OLD" <br />REQUIRED. <br />v <br />I A fl CLAW 6_ -- -- - a Me,C LASS <br />N N <br />p'----- th-i <br />q i . ! NH1 I <br />N a PANEL Loom <br />MAIL/ i 1' MAX.. _.i r PANEL LOGIN <br />M <br />(SEE Elll ilom <br />ON PW 130 <br />N 1 <br />1 ' L/2 <br />1 � 1 <br />E.O.• E0.• 1 <br />-TZ .OI S Id IMa. <br />EG <br />M <br />L i IIMIS i 1 OC- EQ 1 13 <br />_)/4`0 TNWN /4-0 TAPCON <br />ANCHIOR 0 0. O.C. ANCHOR 0 r D.C. <br />_EXISTING POUT ED CONCRETE OR POURED CONCRETE OR <br />QQ��j���CONCE7E BLOCK REW RFD--jjiD��NpEFE ELOOL IIEQUNIFD. <br />VAC <br />0 BAP-PAAWLySA�� E4AypEGpF2}1yA6A�� 0 L� PANELSCALE 3A�-I- <br />4^^ '0 <br />IOW <br />W <br />-0 <br />N <br />j <br />Oc- <br />N <br />U <br />N <br />0- <br />Q <br />O <br />.cm <br />U <br />O <br />0 <br />O <br />Q <br />(u <br />Q <br />Q <br />M <br />U- <br />Q <br />> <br />n <br />cCU <br />O <br />L <br />^U <br />I...i <br />a <br />z <br />z <br />w <br />J <br />INSTALLATION ATION DETAILS FOR UFE SAFETY PANEL C-) INSTALLATION DETAILS FOR UFE SAFETY PANEL Cti INSTAUAIION INTOTAILS FOR UFE SAFM PANEL 01) <br />WOOD STRUCTURES <br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD <br />_ _ �7aC r01R0 MCOx_ PODIIm I i _ ' •t ' _ i i I f F r, <br />4.0 TAPCOM 1/4-0 T ANCHOR e IS' C. _ ED <br />GOI am CONCRETE <br />0 a• O.0 y ROC! SM MEAGER NGOER _ _ I [Ippp MF/DER i I I1 wp0m0p <br />IFALGN'D. , ,... Rm{IIRED NEM,DER - r'- '-IEOIIIRm,W/'OER <br />BEM RNm. ' '!mo � }, <br />t 4'0 TAFCON \ t 4. 7APCOK t 4h TAPCOM I 1 4Y 7APtMt1 - /B ` <br />0 9. O.C. , N 0 r O.0 ` • a• O.0 I • r O.C. Y , 1 40 TApC01/ t a. TAPCON W <br />tn' O.C. <br />1/4• ,/Y ,/4• __ _ f i-� tt,� r _ 1r '\ i '� 1 I / J . 1 e 9' O.F �I a N' <br />MAX <br />CD <br />t/2• -FA)/1 <br />E': • ; � �• 1 - � ,�EI '• N ., In• / 4- r/1, .,/2• 1/4• i' t/2• ' ,/4. 1 - � 1 p <br />/1 I Wine f L <br />Q' I f 1 7•� I 1 t '. J' , r --_I �': I NMa.-.- I, _ - AMAX <br />MIR + +n' 4• r �r 1� 1 4' C //)) <br />t <br />1 1 - / 1 I/ v, v <br />a i O I ,• PAIR i � - i i - i i 1 � MN � ' f .- ,' MN. ` � i j �J <br />i i la. cu <br />II ro auGS tav Ganes R 1 j I ' 1 • i r <br />ES,3TR)GJ !T- - I <br />0. a _ -... ,i d G aea7)• j , '.� N I ,/a as,• N ( lJ . 6 I - 1 -.� GA94 _ _ -. 1 _ _- • w � I I <br />A- - 9A 1'a111.16 A 1 : N 1 ., t�Ns , q- - A G GIB• .� �( _ „( Y-dNY,N ; _...v. __.._. 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I %. 1 1 !" tO GIAg 1 ' �0N 9EFT t i �. -� O OM sNl♦f7 12) R ; O ; �• _ I ;SEE ELEVAi1f1N <br />2) H 1 5 T- N T <br />OR SMELT 12) <br />A N � ' I I I 1 cn <br />C`' <br />1 r _- ; 1 }+ <br />IS ASS <br />I _ j <br />GABS I s. 1 a m GAS& _ O !• <br />_) +_ i V2 - 3 N w--sEwwAmar-- L'J i 1 <br />EA.%. 1 O1SiNG T'GA� E O • F H , T- 'V � � •. _ _ F � a _ � <br />PDUII�D� f <br />CONDOM -I A. <br />a13'Ir <br />CONCRETE !LOGE .f ® NCaIOREiE aLOCk 1 `L7 - j •5 t •C"- <br />REoIEHm.7,- } • e Vr ac <br />' _1-_ / _`.__� , I� r✓ - i i Iallo as - l - <br />..- --- - Iy {-O 1', •--� RED <br />2:4'woyq�I aeLvfl+-/+"aa [0. 1-I!a. ,eN •ar '� '� ( I 1�. <br />.. r I I I I �(I Q. <br />I I � II <br />tcu/r6 P,YLLIAS4In - 1/4. PNIELWTE rly3 .. 11 1 j / 4'0 TAPCON , I 1 4. tAPCON 'NOR -N ' ` 14'0 TAPWN 2•.4' WO& f i • /t , a0 2'.4' _«-..1 2•H'• j. 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