|
n\V
<br />W
<br />L _
<br />N Cu
<br />^' O }fW V L
<br />R aIOIWM , a
<br />a *W • WALL AND FLOOR MOUNTING INSTALLATION FOR �A �'�`� � a a Q 0 O
<br />SPLIT PANELS c• oeTr • m o NME M MAXIMUM A.S.D. DESIGN PRESSURE RATING j,R,_s f) AND CORRESPONDING MAXIMUM ANCHOR -� a -
<br />r �� •+ «� IDTE " i ` MAXIMUM A S.D. DESIGN PRESSURE RATIJ� s t.) AND CORRESPONDING G SCHEDULE FOR REGULAR STORM PANELS n AE ( INSTALLATIONS
<br />-(p.r IN INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES CIO
<br />` l SPACING
<br />wlrlm , - .rr'.:toc _1 ,.,_ ;M ;(; ram•-•' -,--- ,-•'---,-- MAXIMUM PANEL LENGTH PRO SCHEDULE ♦ 1
<br />oMKRfn �, ll/+.1 \ f_.__ .,ypn I - pCW,f _ (VALID ONLY FOR PANELS 1Q11 @DISFA11A71pNS A6 PER 6ECTIDNS ,TANNIN ,D. ON 57[tTS {. s k 6) v
<br />AibIIWEp E , IY0• I 2" t -i • _ to . tln0w1 i C I,• '� RP ,D• FnM W1wY1M AaD. aY. ONLY FOR PAmDum3 • M1A7b1• As POE 6ECIION6 1 n610 ,4 oN 91RF1a {. s a 6) WOaY-._..__-._ WMYIM Ak*f= MPONI FOR ES. - a ,/7• •• __-. ---- - O O L
<br />�A�pN P.,Iry y }p �q�1p _ r..
<br />laLL101B1ro RKf Wldlgw 1 a" « Op�IW AZ6 061DN TAKON p 1M-CRP GlX-P IN16W7E RIMtC to INBNAR 0.V5 60.1D Y7 KC„ONa / ! NAxNW PANEL O �i _O
<br />1 i 2• CST f' ,• r /M•N, i M" •j I I +I I I I I t0 TO TO TO 1D �To MIv Co1rIMT0N LENGTH Z' (I.)
<br />THEM
<br />I I .76A, -nA ]•-S• OR Lm C 1/+' U OCAL= , TIpV a a t M1RC to mcRm CONCRETE Fo Copicoim COIETCTL ro CONCRETE Colocle C TO 0:14c tC OONCN[R To CONCRETE CONCRETC TO CONCRETE: CONCRETE 8r lMdLL
<br />ROCK BLOCK BLOCK oNcH eUTD1 eLOD1 C
<br />i EtoE OE a411 at QIYN IN' C '• I •aa,a. -77A aT'-a• 10 r-r YP. a a/." Ul0.TW + TNN a a 7 \y �•� ♦y
<br />r AIPLIG4}j ,.• ' •'. r.-.pRnw,oi, P" O a/,r• vwN u. .\ O
<br />` _ . mm.TE OR M.VT ar. RIIAK 7 V. I • r N/A N/A N/A e' N/A 6• N/A 6" N/A N/A N/A , (lop)
<br />. -L-; n+rr N00, lnelwlai, •s O. -77.o ar-r To „•-T re. 2 VY otiRL�a'N a .. - ----_ �.. Q
<br />_7Ea p �pOp�
<br />1/2
<br />C2D E \' tim -; - _ I i ..I" ... i .• .ALA. -+e0 W-+' OI LESS a 1/2• • �T Oww1A►S N 6. r a v0 6` {' N/A N/A 6• - 6" 8' - 1� 6_ 6' - e• N/A N/A -+ (B077pA) -�
<br />_—r _.- _ _— �E LL„
<br />i,
<br />1 ' �--' _ t .•` • e6L1m w/ ,/h-70•,' IS Y.a ! wwmft M 0~ • Mp2wm IF R.'a is. It N/A N/A 6' N/A 6' d N/A 6' N/A N/A N/A 2 (TOP) � ./6•r�a
<br />/..
<br />a •Qm""�ff 1 -�. j�€ % i • :, , `1 6` VA ._.. N/A N/A .... 6. N/A 1..._ _.. N/A 11. N/A N/A N/A 2 (BOTTOM) V�J 42 -6r•/ Y
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.m.}.) AND CORRESPONDING MAXIMUM ANCHOR --
<br />,\ I 561% -72.0 6' — N/A N/A N/A 6' N/A 6• N/A 8' N/A N/A N/A 3 • { (TOP) >7'-6' to
<br />I AAn .-r Nr rA. T_r SPACING SCHEDULE FOR REGULAR o STORM PANELS
<br />n�s� � � ' �-r+-�-r-r-r r t' / �j„i, rAL I{Ai INSTALLATIONS oR Liss --- - �
<br />l�-
<br />1 N p •arf Mt., -TAD P•.1. �•
<br />�,,,�,•mWA P, xw sls 8` {' N/A -�- N/A 6• 6' 6" 6' 6' 8' N/A N/A ! (tlO1TOM)
<br />®� INTO EXISTING CONCRETE R CONCRETE BLOCK STRUCTURES - - -- .1
<br />-,-- �•' '••'•� I i;�NbW t (MWA ONLY IN PANELS 1 • NSTALLAIIONS AS PER WZTONt 1 TWA) 7, ON {Mean 4 k 6) e" N/A N/A I N/A 0' N/A 8• N/A 8' N/A N/A N/A 7 (TOP)
<br />•/N .' I i": "wn ...1.-row
<br />N� i .PD•Ns .p
<br />ia1•" tl1P "URN AC.M WPCM wR Lo. - a 1/2-
<br />• e 0.. I ( t]{Od '• r - A• N/A N/A 6•r 6' 6• 6• - e• N/A N/A ♦ • 7 (BOTTOM)
<br />,• . -. ` I ` I r 1 Ol!i1011 ,4PCON CF 7M-CRV CNA-w TMOWE rL N Y MNRWR m"A sums I k 11� ti AM a y
<br />wE56UE----T--Y6---- - -- -T6- INY WIIMNiDN .) N/A N/A 12 1/2- 6 7/A' a ,/Y 6 ,/A• 6 t/a' B ,/A' 6 1/s' I 6 ,/A• N/A I N/A 5 (toP/eOTTo") Q•�
<br />1 ro wNC1wlE wKCNTE To coll"LTE CONCRETE to CONCRETE wINOEE A wNDI[TE COrrXTE To 00"Clm1E OdeM[If
<br />I ..JI/+' _ 1 I PAtsq WN) !LOCH e,Da eLaG e1DCr IOCP r �'1/4-
<br />INN,iO•
<br />7,4/k�,NRr+A�,pptr�epa I I 50.0• -33.J N/A N/A 12 1/2• 6 1/1` 1ST '/2• 6 1/A' 6 6 1/1• 6 I/+• 6 I/A• N/A N/A 6 (TOP/BOT70M) •-6` TO 71'-2• V to F�
<br />' ' li POm111REA/ r n' ` r WA WA w/A 4• N/A A' •V• {' NA• I (iCP) tit
<br />TV /,rY.• \ a tlpA _�. _ _-. -. "ie•vto I I I. I �_ - 66.0. -72.0 N/A N/A 8 1/{' N/A 6 1/4• N/A 5 1/A' 6 1/.' 6 1/4' 6 1/4' N/A I N/A 5 (TOP/BO7TOM) B'-B' TO IV-2' v'
<br />I of ax1 • r W[ Y
<br />—� I
<br />Fpr va I e• b• WA M/A 6•-- r I• r e• a' I •OTIOY) O
<br />P"C" `�j , rN{��e' y 1Y� '7 �a� i • • I I I l.; L I I I -- -- _ .____-1 N/A N/A N/A N/A N/A N/A N/A WA 6 1/A' 6 1/1• 6 1/1' 6 1/+• 6, 0, 10 (70P) N A
<br />• OtfbN PRIRnt M1N6 •.-�J 1V " M x r 1� _ r .. e' .. N/A N/A N/A 6' N/A e' WA - Ir N/A - a RAP) -. __. -_._.. ..,_.-.-_.__--- Art
<br />O
<br />r .m a ..t. -r1.r P.., ,�� _ I 2 T I I T 1 2
<br />1 r WA N/A N/A e' N/. !' I WA r N/A 2 Iplw 4J.8, -4&0 8• - +— - - N/A _ N/A ._ N/A N/A N/A - N/A -- r 6• 6 1/a'�e ,/•' 6 (BOTrou) 12'"' OR LESS I& d W
<br />1 , I — Y.TYv.1V-r ---• ti-'-- -- OR LEA 6- 4' N/A N/A N/A N/A N/A N/A 6' 6" 6 1/{• 5 1/4` 9 (Bartow)
<br />WM. AIMM I , .ea.A -12o r N/A WA A/A I' -N/A a• NIA r M/A 3 a a (IO►, ' 7-6. OR LEES -_- ._-�._ .-.-_-.__ W G
<br />arnnN 2♦ a (TrP. 10PW i wmo'0 'n•- - - '• " rA+�•• • N'O'� --- O'er r 6. --` - N A N A N A N A N A N A At A N A 6 1 A' 8 1/A' 6 1/+• 6 1 ♦ 10 BOf1DN '� G
<br />1 /-�, x•n . T 7 • • , i t `; N/A N/A e• e' r' 1' r r a (bTTOM) -{ / / ! / / / / / / V
<br />I ._.-- C•,
<br />M,p(AjjQll ,�.CTION Y-Y SPLIT STORY PANEL ELEVATNNI -•' w/A N/A N/A ey NIA r __ WA e� N/A- - 7 „p,) A
<br />s01LE 1/A'..1' DETAIL Z SCALE 1/4'.1• PrAa SCALE I/e•-'�T r 6' --...... - -a' _-Y .., _E e' -� d+
<br />-I�MNIaNxq WA WA a' s• • • 7 Ce01fa,) 49 OS
<br />MLL p 7tM N/A A/A 1) 1/1• a 1/•' 17 1/r 6 1/{' a 1/••-. a 1/P. a I/Y 0 1/a'- S (10//BOtT01N) I
<br />NAIAN,is�' �` ul A/ uLR VW cN_ucnl7E r
<br />1
<br />T.
<br />aMrl 0`0 • ONCE MULLION » eaf Sollane to
<br />6 It MR ANCCft TYPE AN 1"wkY w"KA"ST4FOR e•r/nm W EOM MV&t F6'A'011 40 tiR
<br />/ -T AM. YULUO/N REIf •OYREC Y,r W SEE N6ETa 10. to ARID 12 FDA ANOORS TYPE • SPACING IN INSTALLATIONS WIND WOOD rMME NROF4
<br />MMMO ANCIM SPKPM AND MPdWW EDW DISTANCE ARE INDICATED ON THIS StHMPA FOR 90 LESS
<br />0011nutOER Apmommouts,ON
<br />��, a ,A•an A A 0)
<br />11Pa 4IOrA,m ON OPIUMM ft= ANCHOR Sham FN MULTPLYNG "kDAm $Pam ON SC„O AE r 1 /pLa01 WIOWING ACT iME OPERATION Nor FMOUPf U.. REDUCECmTIFICYNO �SWING GING W� �KTW .✓
<br />' C:=== ' I • lkj gm W'"�iAe > +•-6- TO s•-r 2• . r . I/r r.,7
<br />:.. `;{!j Woo Warr BE loss rHAw waMY a HIMM; NORAm mee Loc i � MEN �q5 Lf'�"0nm. MOT i L155 IPACN° 61OG1[D rM EACH AMGIM TYE'E A NICN011S tE0B10.
<br />i -1 • ✓ SMAl1 ENNUI INArteN {: T
<br />_,.._� • P.N. -,7e P.,. M F I/r. T/r. 1/•1. Ip: 1p: 1NN,�� Mqw Tell _._.1> S•-e• t0 e'-Ir 2• y 6• . I/6'. .SI`'•.ARNNN 7BE _ hmi&"' FHiME* __ - -- A. wpm p w-w �FwiBr-BE rAiiLYiR QNLKN �y.� l taTAr 1. A • • '• , •r . 1PpEAI r s•-•P r6ac"P A. T�11/ _—. -. ---- R, A;,"4m A A N �� _�% 'AAPIII xm. s•-,o• To 6•-D• 2• . a• . ,/6' 167 MA. NY�R som" oq 7 a a 1 s ,n a ��`; �..••••.. 1 t•, ,ERtNo�R eraawo p,� a f 7 2 2 ,n 7 * MLe,Ei a 3,/2.- --
<br />FLORIDA BUILDING CODE (High Velocity NuMcoM Zone) ---- - - ------ �' FLORIDA BUILDING CODE (Nigh Velocity Nurrlcone Zone '-- '-' --" --- __ �jCiE�VE•
<br />Y WN ,sw ra fAJ i a 1 ,n a ,n .. J ,/a .. o..r ear pA1 a 1 ,n a Nn • a 1n FLORIDA BUILDING CODE (Nigh VelocityNurA@one Zone
<br />yAwRAA� rVe •ap _.
<br />- ►OMILL 0 STO�L.ti�
<br />T E !RENTED �; F ?� e101O r41�e' «G 10 GAGE GALVANIZED STEEL STORY PANEL r' AaNw6►i6E Illely s 14167 faom 1t/IR, WC. 20 OAOE OALVAN12E0 STEEL STORY PANEl1 rP Aaat m mm" F A•D T 0 R NO. 4167 Gm° t°0• Iw. + (ORIDO r, tr a1MN er: am" fr 7F; M SHOE GALVANIZED STEER STORY ►RHEASECTION 1 a _ aFALE3/e-, E,�i'•.....G-' er n ._ } - * *.'----= �� -- - - _ - _- GLOBAL PROTECTKMI PRODUCTS. LLC. k,C7° a !> -- -- . --- -- . - w FF - _ .. > CLO PROTECTION PRODUCTS. LAC. Tn d!,<'0°f a ,/r — _ _ n - s. u't, ST E ' CLABAL PROTECTKN PRODUCTS. LL C. °f/waotoCIL ECOINe. .rwaW.a,aTNFm ep __ m _ T#�o• P_ IL EC01Ne. .- .7LtL ECOoNe NmE: MULL ONrAN AL6o e.6tALLED w/o STGRM PANELS aN roI ___-_ ---- _ _._. -._ , //]� •sw ew e+ r _ oR•GTrOY SO t141T R 5 LOGRD M 17P OR earmlr Or OPE/ING. �% OWTL 2 3711• > , eo a• F ,/ "�' DAMN k a , . T - --- -- --- qp m m • 19 -_ -_ • oAN[ su,.a 11. NNA vMx..1N1'•x w w1011G 1Ar+Hea-»w. FNI (Aaa)As•tl/fT 2D-176 s•A, u Nw • a Pr .Ir.wlotla 0agaea-76M. fAz LWW►a1Ra(ONE PAM OPEMNO W/ r.NE TOP a BOTTOM) . / ,r.. • N>NC P1.1u A. , pYN m-,N� 1r -N+a r ll r. rMr aa,r ANOR rAu 10-176 > , SI•yWs' / ••••'••x N° rsG-OWlr,6 N�A.r IMNw16 Ne AiAW� 1, _-_- Prr.WNEr.., NAR m-iW �" 10MMNG .r ' (ee•)Iel-ION pm)R•- ', IS ' (1
<br />• lal•J A-c M , ORN P,_dOwLnR A A., PF ,F•tl N E. La/axIN1VRLDNOL m m* A TlLli J. P.E H.1tl AN L RK/MWMTMEJMiF
<br />now
<br />• T aRN+ t r RI MITER P p p rA A O A., FC e,m f r a•
<br />BUILD -Cliff Mollomma
<br />SCALE: 1/4• - 1'
<br />/M W alp{ • r 0.C. 4
<br />A 1n• ,14 1,eWP IxmM,lr
<br />!L NAwM .AEA Y•MA-,
<br />-
<br />� i/A 1.� N,RN f A' OS
<br />'� - �. 1YIMMN
<br />�•x Ya.A A6N
<br />i �
<br />:'r
<br />I'. � �� ihl•'s'
<br />,P M
<br />1XULJIMKM
<br />���81STAL1tlON - ALTERNATIVE SW
<br />r SCAIE1' 1/4• - I•
<br />w I!
<br />AI NMNMM M •un
<br />BLSTAL TIVE 2w
<br />sCAIE: 1/6- r ,•
<br />NOTE&
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WREN A.S.D DESIGN LOADS
<br />UP 10 +55.5, -72.0 P.o.a. AND PANEL'S LENGTH UP TO W-8-
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />NOTE of SEAT DNS:
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />LEYING ! FLOOR YDUNTNIO WALL BE D= MOUNTING
<br />NISTALLATION - ALT1ElMATIVE 4W INSTALTIONS - IV TERM►TW 3W
<br />(SECTION AT TOP 18 LJWt7m TO +55.5-67.0 NOW SCALE- 1/4' . 1•
<br />A.S.O. DESIGN PRESSURE RATING)
<br />WALE: 1/4' - I•
<br />i Spy
<br />it
<br />tAo • ,a 1T e.C. 1_1
<br />" Nr...•f.m
<br />%N8M81 N"""'"pwLA R®
<br />FLOOR MOUNTING
<br />1NSTALTNNI - SECTION 41W
<br />SWGAE: 1/4• • 1•
<br />:a/r LORD sma ovewho W/
<br />r21.M6•e,/4.Ole .FOR
<br />IGF•e U► m s'-o' AND f 1/4' O.C.
<br />THS up m r-r AN. DR 1",a
<br />E "M" o OR PANU MTE ERGS •
<br />D C 1MM 1 I/2' wP.
<br />ON To HEADER 1TR ALL
<br />IINOM uP
<br />MoN
<br />SON wed' a
<br />FOR No,
<br />TO S�'"o"LANL
<br />to� I
<br />I
<br />EON
<br />I
<br />i 4
<br />1/•' LO.. %WNW ID7M SINS SIA,11N0
<br />W t/4Y-30mr SL M; 0 oft/." C.c
<br />IAQ LEWN S LP To e•-W AO 4
<br />/.• or, FOR LDCYM to TO e•-r mm
<br />rllfO' MM 00 $14-10 PA161NR lOaWt o R
<br />PANCI MN PLEA • 1) 1/2, It C WRH I
<br />NOWa". or Oaf" To MATEt Far
<br />ALL LOW" UP t0 0•- Mr
<br />SCALE 3/6-1,
<br />INSTALLATION DETAILS FOR REGULAR PANELS
<br />INTO EXISTING WOOD STRUCTURES
<br />(I
<br />I
<br />I
<br />I
<br />a ,u
<br />I
<br />I.
<br />,
<br />)1
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<br />j AERAm
<br />i�cw
<br />_tW
<br />SVIE 3/6-I•
<br />A��Y7A��ijY��La7a��7Ll�L�i2W
<br />SCALE !/8-1•
<br />tl
<br />t
<br />f
<br />TIER sT:.6oNAE Ow tNEfT e I j
<br />- Fm Run sONM,WM I
<br />10 !LIDS! N
<br />1
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<br />EDi
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<br />EDI - /-1�7ee•:- I
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<br />A�A M/ f�Yyays. aa'
<br />NIlm INNR r r O[
<br />w
<br />4 r..t
<br />'. Inv IK •PeXs • r oc
<br />,MA,wiaAALTERNATW
<br />ALTERNATIVE ♦W
<br />2•:0 PLATE - . imNOR, of ANTE
<br />IG\L[ 3/B-t•
<br />9G,LE 3/3-1-
<br />noN,mlo
<br />w,.r uwN. un Lurs•A•. .•.wu
<br />]/S�/2LE
<br />NOTE : SHUTTER NOT
<br />M [Oil
<br />SHOWN FOR
<br />ayE1(L
<br />CLARITY
<br />Nam,
<br />t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH ADE S.D SIGN LOADS
<br />UP TO +55 5, -72.0 PSF AND PANEL'S LENGTH LIP TO W-5•
<br />2. FOR NEW WOOD FRAME CONSTRUCION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />Nm.fOR COMBINATION OF SECTIONS
<br />TOP • BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />FLORIDA
<br />INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />1 &I dA
<br />INTO EXISTING WOOD STRUCTURES
<br />I11II
<br />r
<br />`i t4-10 PANCIMATE PLUG
<br />6 r/+• D.C. w/ 1 7/e'
<br />''
<br />,���
<br />,+-10 pNaELaMTE PLUG
<br />3 s , .• o.c W/ , 7/r
<br />"'� -
<br />I
<br />,h10 PANELAMTE PLUS
<br />� e I/.' o.c w/ 17/e'
<br />I '
<br />TIrElom rENrmpom TO
<br />..
<br />E0 PE7E7RA7gN N
<br />WO°° ;rv!
<br />' �
<br />TItR0A0FD POKiRA7,ON 10
<br />i I
<br />EXIBTIG WOOO MEAGER
<br />-
<br />EXISTING WOOD HEADER
<br />REWIRED
<br />Il
<br />COSMIC ROOD HEADER
<br />It.
<br />I
<br />MST
<br />mAe •
<br />t
<br />I..
<br />WI•
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<br />• Ile or-
<br />2' '
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<br />DoR TEto
<br />a W •c.
<br />WOOD HEAOFR
<br />H RO-
<br />New
<br />!
<br />nil
<br />WOOD HEADER
<br />REQUIRED
<br />W^'
<br />/
<br />~•'
<br />+
<br />-
<br />-••
<br />0
<br />I
<br />rt a
<br />s12KmuLE
<br />Small s
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<br />or eDEDRE OR
<br />LN21 a
<br />WE SD• ON
<br />tD R[
<br />•aT e
<br />NOR IM SEPARATION
<br />1 iD1 1'0
<br />m alAa.
<br />1
<br />,W SpaA\1pR
<br />ro o1Asa
<br />. ,}
<br />i ro aLJ•I
<br />afr a1-NMI' a9
<br />t,.,
<br />3/72' WA" ,u1
<br />'•
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<br />Y ( PANEL lE1•G'lN
<br />ESE: ROLE 1)
<br />1 .V-]'Os,• al
<br />YS1T
<br />3•/ar ,Me laR
<br />-
<br />� - •
<br />LfaWTN
<br />YP( (SEE,
<br />(SFF NOTE I }
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<br />L- INS.-•/)/rY..
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<br />IRAU 3/11-'
<br />1• INSTALLATIONS FOR AL ER 5W. 9W a IOW ONLY VALID FORA
<br />BUILDINGS wry" S.D. DES" LOADS UP 10 +43.8, -•48.0 P.A.T. ND
<br />,�\N NM11111W
<br />TI�N!T+!
<br />PANEL'S LENGTH UP TO l2'-4"
<br />2. FOR NEW WOODTO BE SOUTHERN
<br />,cam ER,A:
<br />'vGEN$F ••.
<br />SPECIFIC OF 0 55 ORMEMBERS
<br />PINE NO. EOUAL.
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<br />FLORIDA
<br />BUILDING CODE (Nigh Velocity h
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />wNO1REUIMMU . MU w11CeE,EBCHEO�IREN' 0115 FOR
<br />1.OT MATT low* in AE ON S-M Is ,r 4.TFRNATE ALTERFM7E
<br />"aT "'- soo , law
<br />") eDo AN• 1/4, 2/4. 2A/4, 3/4 OR 4/4 t, 2 t tw/ts _ 1' ��'MwWrs } � 1 8 Lor.LTION 8 1�}- 1 1 8 At ERD LOCATION (D- 1 INSTALLATION DETAILS FOR OPTION �1 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />"' END PA"`L w.,lrAom PpeiIlLlpM INTO EXISTING WOOD STRUCTURES
<br />J roNea ecNDAnE - " J ,' �: a 1' Mn. - -.... - 1'-0 1/2• - STUDS 4NE7 ,/.-• LAD s17mW3 • r
<br />f- a0• 1.� • 'J`0 •-I ' 1 ,0 ODa7sK 11L100 HEADER
<br />POLOW COMCM[ I --- .._i._.-__ 1- - (,2 I�/)2D' P. E:., - 'r;'
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<br />ICKtpu[ [ �FM Wscmummur"L a 114 a RNO PMIV tMNNdI NYm1 (MOMM F (PREPM M![l) (OO PANEL) � ro IKKD PANEL I� � �2; -
<br />I o� ""'o" t r•.aa//� T f To waE r/Aa..a sa - II} -j �- - - Q ,. ( - _ _ i i._.. tc aR
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<br />aruo a i2 I/z• o.c 1nID • t2 +n ac. i I I I 1 I 0�{•}lr•
<br />O�eT ' +/+• fEL SE[ INtEAIOW •A.R L- END PANEL, 7 4 1 INTERIOR PN1EL LAND PANEL I /•-..�' E01...
<br />I ...! , rM' -- t •:.,' wDwm +I 3L71EDIAL it iCHWNLE H / SEE eFE I _ [D'
<br />,/r ,INN r75k'a / L I . -.1I . - �. ... - _ (1I.. I . _.. i ® ^ ]• - ram U. MR M.
<br />3•- -� l•�, EpR
<br />(8ET bCT� 1/,•jl •11 7i 172 oe. ,;.- IMF 7 iW17 N o.e. • I - I �. ... 'I + OR 7 Ra" LATER
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<br />4 I C I I I .. ..... ,... -. I _.. ... OR °IRECI MOUNT AN SPACINGANCHOR _.. "SPACs SPACING
<br />,• I
<br />j--!' YIN, AGDCR
<br />DETAIL / WALL MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 1) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) WING MR
<br />b I t ff M rNo ANNu7 I
<br />(ESN Il[TA1L8 ,/,. WA K, 3/1r - I• SCAP. 3/16, . 1'
<br />• 2/,+ -. atop • ,2 Igoe.
<br />AT UNITT PANIITgiDr ALTERNATIVE 1 ALTERNATIVE 2
<br />I CU (j) I i °Q"s'/" MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.l.f.) Arlo MAXIMUM A.S.D. DESIGN PRESSURE RATING ..f.) AND CORRESPONDING __ A
<br />POUM I I !•,N, w c.ME
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<br />I MAXIMUM PANEL LENGTH "L" SCHEDULE i�!(a"a)1 '+er'�'i"�a 12 oc
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<br />' ( (AM.PalBE CORRESPONDING MAXIMUM ANCHOR SPACING SMEDULE AT ONLY TO SEGt10Nt._1 ! o t63 n FOR Let yL(jT] aT pylEy ,
<br />14. 2/4, 217/A, 3/4 a 4/4 t. 2 t yw/iS t, z a tw/15 INSTALLATIONS INTO CONCRETE A( CONCRETE BLOCK STRUCTURES sY�liff I. i
<br />.N,x.A Asa ersN IAr rA,eL LeMP, m FORT NoLAL
<br />ALIFJiNATE LOCATION i
<br />i .-I ON LIFE SAFETY PANEL L.. v..rrnnr I i.-;.-(RJIt__IEALL_YONHLGOYIXOOtlS._TOC_A:_BOLi�I_fYL.EO-._:11:2� �Pu'1".N.')M"N Dv �,�AN �0 a NSN"i all �- oww.I. f �-•I
<br />1 AREA w/No LIFE sAFm PAIRS LOCATION a Lfi (sEE NOTE IKLDW) �•
<br />' / �C•A1 I I _ .... t.. REOIMM MARS w/ on -.- SAFEN PANEL -J IMIOILM AAA. tvm OF W-W OAR-N PNOmM mrAL a FwQrwE PLUS ARP\ID &L 10 .AAA. -nr f-4' 2 a/•' ,A,IM11D ! W GLASS r EDN N
<br />W/O RE611LYN TRACKS (WEE NOR t O[6oM to To s(EtnNs / • L,NEYW PNIp ED
<br />LAST PNKl Q 10 6t SIa1N1ED AS N'R1R,RE TO CONto TO
<br />c4wptmm WCONCREM 10mumim C011BNMION tIN6M 1' CN) ED
<br />( scow"�c1N[DLa[ oM - Amcm\\VVST-Y1 r In SAFETY` aTDM MHO. OPENING SWILL r N' /A a'MMIT aIDCR GREW COMMIT O TREY aQ w4T 10 PoIR MOTO 6 APE k mvlom apt NarN.AANOMa PRO w60D MA4 N LDW ` I I DI
<br />i�rre• ggAAe•FOR KWA,S RE Peo\ncD w/ HOPE IN SHILL
<br />MINIMUM ANCHOR �PA3NR AHD WOMAW OW OWEA " AR POWD IN TIRE SC04EML FOR F0, t0 1
<br />i,WET ,•) 1.uUREP LONOILE� / ' CaNpTON) ,0 EACl1rA1C NKTAWl71p1 r WTO1O[D 6• N/A N/A N/A 6" N/A 6" N/A e` N/A 1 • 2 (TOP) EO Ufa THAN FOGATED ON SO4MU IlFoM #ADM 9%CM R RATK"X SPARIO �'
<br />ctlA NEDMLD wNERER ANDmPa _ Or �ST�nK D ON Rf11D ED r1N7Y NROE +ss.o. -7i:D 0- r 9 9' r 6• 9' 9' 9' 9' (9onaY) 5*-' OR LtWs MCSN ON SLY[D1AF 6r nF FpCOW6NO FACTORS rDl THE OPERATOR io R POQINC
<br />RMCIO SPACING OBTAINED USING FACTOR SNIAL NOT BE LESS TWA NPIPAY WADNO to7Q1 , L--�N-.^�,I:
<br />PIA
<br />IrE ow EDULE .) --=A ELEVATION 6' N/A N/A N/A r N/A 6 N/A 6' N/A k 2 (BOTTOM) NOGTm 1oR IACN ANCP Nl ,rn wm � �� �� 0' . ' T = i aD PREo � au.rn TE
<br />+58.0 -72.0 '--- 5'-0' TO 7'-6•
<br />w/yLl _MOUN[J�j{A IN AL(djIQN WALL AN ENCORE MOUNTING INSTALLATION srxE !/!z".r 9 s r 6 9 ) t/2' 9' 9' r v (eonoY3 rl,w�, f'_.. L
<br />SECTION t SCALE: 3/0' - I' •- SECTION 2 SCALE' !/B' • ,' , ra„ 00oA 1 • 1 • ,/A MP. r N/A NIA MIA r N/A 6 N/A 6 N/A 1 • 2 (TOP) _ _
<br />1/+: 1/A: , 4• I .: V+: Wow PLAn {!.
<br />/ - +350 -72.0 T-B' TO B'-r OIL. AKtMP WARN W a a 3 Pa 1 ,/1
<br />tw 9' A' 0• 6• B' 6' 8• 8' S' A. 1 (BOTTOM) .._-. -__�. _.. ..._..... ...._. —_ _ I
<br />F�ll'a 0M Lft a.rr•y-�,E PA NLL c+%TCY �AIyAODN� •NWNRUNn W 3 a 3 3 3
<br />Pam•-+ ..oa a 1 a Yn 3 w B)caa ALTERNATIVE 3 ALTERNATIVE 4
<br />/. UFE SAFETY STOPY PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL) 1 Pnxw P+N[ta ,ERMATE IOGTION ONK �� RE91IAI6DTo I 4 •TAD lG1ERR • r aG w 1 / , /2'
<br />OR AS AN INTER10R PANEL. (ANY PANEL LOCATION IN BETWEEN END PANELS). 1At fAL
<br />LIE SAFETY PANELS MAY OR WAY NOT O INSTALLED ADJACENT TO REWLAR PANELS ESE rgTE IT AT tW nvdt6 -.___ ,;- 4DWI LQQR-MOLfNt [roND0O1LS AT BOTTOM wf G0. , Fn. 3e ,w - - �•HWHOED F'DIIL7MagN M
<br />(w/ OR w/o IKOtll/tR TRACKs.) SEE NOR ,) a �. - .*Iems 6Lus. `Mf°6 r`O.0 OR / D FRAME CONDITIONS A(
<br />IIY„IIIIN. RSA. I lallo a E/r Lr+. FIDE TOP r /.mW LAG . TNtO • r Y. teoP wr r AmO APPLKABLE TO . _._ - _ _.,.R i oe.. _ - . _ %
<br />2. LIFT SAFETY PANEL CONSISTS Or 0039' "-VANE= SIEEL STORY PANEL AS SECTION B-B anon T sEcnoNs I k M00MUM PANEL q _ Rep U 1 � I/rf-La PWRA Mit FSWU o OR eDAc �e' - .
<br />�{ ALTERNATIVE W00 F ANCHOR LOCATIONS
<br />PRlBNIAE -lfP - COYBWATIO CENGTrI i• (ft.) 1\111111N,NNN,.r _ "M ovi MM•�r 00 •// 1 1/7' W. ,
<br />PER N,y1W01/EM SNEET 2 Or DRAl1Ne. SCALE !/72'-,• a , t7O1,No Waco
<br />THIS PANEL AL 'FISELF TO BE REMOVED OR N6TALLM FROM THE .ASIDE OF ,.N., OF THEM ��(>, A• TI((/ RATE NOR MRMOi to 11a NOT w"IN FOR apart+
<br />STRUCTURE. .491 -67.5 3• 1• A 1 2' A , 2' 2 (BOTTOM) 7--6" Oil LESS �1r .•'"•"'" ,L,NMINN
<br />„NIIIINIINI,Nr WALL MOUNTING INSTALLATION I Tlll/
<br />J. LIFE SAFETY P RNAURES toP TRACK TO e< COMPONENr�a BOTTOM TRACK TD N TI .S2.e -6e.0 !• 3• a' A' 2 (BOTTOM) r-6' aN LESS
<br />3:' J "F' '•;
<br />BE COYPONE As PER shtrT 2 OF THIS MWMG. T(,� A• T✓,p ALTERNATIVE 1 W � " r✓'�
<br />fUMPDNENT BE INSTALLED MALL ON FLOOR MOUNTED F'OLLDWING SECTIONS 1 d ••••••• +550 -72.0 2 1/2" 2 1/2' 4' 3 1/2• 2 (BOTTOM) 7'-8. OR LESS ND, 44167 CEN, L•
<br />TON tN5 s�tET. As wtu As °trARs T k 2 ON SHEET 14. �• C+ENSF • .••, * •, y' aoAc 3/6' - r 3r J
<br />�i': J .55.0 -72.0 2 /A 2 t/Y N/A N/A 2 (80ttgq rI 'a FLORIDA BUILDING CODE NI h Velocity Nurr)cons Zone 7 FLORIDA BUILDING CC
<br />FLORIDA BUILDING CODE (Nigh VelocityNu cons Zone s
<br />+ M.1. LD101N roR COIWONEHr ®5 IS'. _ : ' :
<br />Ma. ANCHOR SPACD+O FOR Cl)iiPOFEM ®ANCHORAGE AT BOTTOM 5 GIVEN ON NO' *0 A11�0' 20 CAGE GALVANIZED STEEL STORM PANEL FP +55.0 -72.o N/A N/A !• 3' 2 (BOTTOM) 7'-6' TO e'-e' '
<br />N0.
<br />SCHEDULERS • 2. SNEET 14. * : is "0" 21 •t�O •. �LOR10:.•G ORION m, DES *
<br />. 9'. �.. • °"1° AL1M'' Pr' 10 OAOE GALVANIZED STEEL STORY PANEL FP �0 ~1R0' INC. 20 LACE OALVANRE
<br />COMPONENT MAY BE PERMANENT OR RENDVABLE. .CqL• ATE __ .� mn4/Wur S .1
<br />S SINE DETAES FOR INSTALLATION INTO woo° fRANE 6EALON+05 ON SHEEt ,5. "s y''. ORS _-- .- -- } / PROTECTKMI PRODUCTS. LAC. Poi , N•• -..f -... n�10a° ,. r4TAtlAtoM$ ARE oNL] IMW FOR ew.UP T WIN A6.0. otvCIN LOMa w i0 1 0 _ .fR a
<br />IL E C O 1Ne. GE +ee.s, -Ito IA ANC PAQ3 ro s'-r, 9� F. R.. r - RP IL E C O 1Me.GLOBAL PROTECT)
<br />/� GLOBAL PROTECTION PRODUCTS, LAC. •tjIFSN!r?Te^:
<br />$ 0 1 L E C O INC. •em &P. at svw / New lR. a, $"W 1 Fw WEN W . TTWE COM$TNICROM NEWeeRE To BE SDRHERN F
<br />.N"'••. /�I '2.57•N% NN«L RL JJ31. PRE Ly, y W/ aPEtrt ol'Fbn' NiF oa EOLYL �rA S,SI A`�• •
<br />')>A FS ` -' '� "s-i • A uN1t. n SINE• 20-176 J A. r TER, w�.P. m_ " wMNO LaaA)ee1-r6As. rAR. Na)Ea.-676t 20-176 rprNNAu NWN`L'I f "' Y1Bp(N wN noW: Loi•)Iwa
<br />6 SEE SHEET • FOR DETAIL APPLICABLE TO THE NECESSITY FOR IMF INSTALLATION Of rA S ON A A„ 0. •, Na YIr1M, 4M,i,l N Mr IA,prc (fea)e"-Ts4E. FAX
<br />(aE,)as-FIST R... q,•+ •m•1W
<br />SPACERS AT 11WKS INSTALLED ADJACENT AND BEYOND TO STUCCD/WODD RANDS. �AF4 NINIW L r ^�+.11R7 m-,iw r. faf m-1w WAN" Np s r ar
<br />•[ AAlSMN\RA[/GR G-Ow611p FR.P.P M4A oRNAo W Ft WALY%Midm Mtr 0A"OwSt,o G-Ow6i,9
<br />Ww. A 1W F, F.E 1t- • "BIT ,J r >s rNL,IOI A Jr.y r.F w I.+ om[T 1• r » PL. ftAA/lONTUMJOAIE IPAtP A "AR .Y. ►1. Ia•.tl
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<br />SHEET NO.
<br />SH 1.1
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