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<br />WALL AND FLOOR M0UNT1NGm%r5f1_".At le, 109
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<br />tan
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<br />ow. axe.
<br />[>t + sY M•iutt� A
<br />D
<br />(sown
<br />M,•P a dI PO
<br />Ma MINION
<br />! AN (m) '
<br />IEOIIREO M.
<br />TNIE MNLOI "
<br />( 4'-r
<br />2". 3'. t/e'
<br />4--r To s-r
<br />2*. 4'. 1/6•
<br />> 51-W TO r-Ir
<br />2*. S' . t/r.
<br />• 4. IX
<br />> W-10" TO r-O'
<br />2' . r. Ifr
<br />of OR/�s-of:°�'a"� txEN,Eo
<br />SECTION 1
<br />srALE
<br />NOTE IUAI:ION GIII ALSO IN6TALUFD W/0 sm"m PANEE.! ON TOP
<br />OR EDTTOII SO THAT rt IS LOCATED AT TOP OR BOTTOM OF OPEN6&.
<br />(ONE PAN¢ OPEtwRa W/ tllEE mP t BOTTOM)
<br />WAIL 1/4- - I-
<br />NISTLLL THE 21B
<br />WAL. I/4• - t'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO a' -a'.
<br />L FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECRTC DENSITY OF 0.55 OR EQUAL
<br />TOP h BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />� :u■o�■anw���xlo�aLrE■■�■c■u �
<br />11 �i�■1�A° . III �I. '
<br />I�III_ ::11111111 1 11 All 111:�°
<br />Z.
<br />CENI.16 t :LMR UgLw INO WALL A FLOOR MOINITWO
<br />NEST I 1 ATY]tl - TENMATIVE AIR N•STALLATIOIIS - ALIM MATIW SMI
<br />(SECTION AT TOP IS LIMITED 70 +55.S-67.0 MAX. sRM1/4• - 1-
<br />AS.D. DESIGN PRESSURE PATBIG)
<br />"OLL• t/r . t•
<br />aTr as va
<br />FLOW M10LWTm
<br />• w � ro
<br />r N,wl Wao
<br />�. ti�Mo,PIr u
<br />INSTALLATM - SECTOM AAW
<br />9GLL 1X - 1'
<br />looms I
<br />HIM
<br />A 2/4, ZINA 3/4 OR 4/4 ,. 2 tt IWA5
<br />- I I ALTERNATE LOCATION '
<br />f -..I ON LIFE SWEIY PA IEL L
<br />LOCATION IM NOTE Ima0 )
<br />AREA REALIUR PANELS APE SAFETY PANELS
<br />I.•. RE61II/R TRAtKW/S OR ------'-. SAFETY IIOi Zr_
<br />i w (SEE
<br />CONCRETE AMfApN / /, i' �i/ r>>I
<br />•ELOYO r
<br />TAR PANfl Q)_ro BE •TSTMLED AS
<br />IRE 1i1FII ,ON �� � LRL SAi[TY ilwm PNi1 OPENK EIM/lt,f,l ToMYE BE PROVEED w/ REAR NMOIECOt+NJI[tE MR7CR6 `t-•DO r t�` �,.) -----" ELEVATION
<br />WALL MOUNTING INSTALUTION WALL AND FLOOR MOUNTNrG INSTALLATN)N SCALE 3/32--1-
<br />- SECTION 1 SCALE: s/B• - 1• - SECTION 2 SCALE: 3/8' - 1' rI/. ra aw 00- ) • ) • 1H' MN
<br />Iw
<br />RIMS ON LIFE SAFETY STORM PANEL SYSTEM IMETAUATION :
<br />I. OR AS INTERIOR M SAFETY STORM .PANEL (ANY Prkl LOCATION BETWEEN FANEL CAN BE LOrATED, AS AN END PANEL 71FWSrI IE LASE PANEL) 1 8 OO nICROR MNDA. TOBMR IOWtON
<br />LIFE SUM PANELS MAY OR MAY NOT BE INSTALLED AWCONT TO RECU,AR PANELS fEt N01[') �ttgt�PA,tLYa.
<br />OR W/O REG" TRACCS) ,)
<br />2. LIFE sAFtTY ! PANEL CONSISTS OF 0,030' GALVANIZED STEEL STORM PANEL AS
<br />SECTION B-B
<br />PER COYPO/ENT . SHEET 2 Of DRAWING.
<br />SCALE
<br />TARS PMEL ITSELF TO BE REMOVED OR INSTALLED FROM THE INSIDE OF
<br />STRUCTURE.
<br />1 LIFE SAFETY PAKU REQUIRE! TOP TRACK TO BE COMPONENT m A BOTTOM TRACK TO
<br />ALE As FETE S:xEr 2 of T185 ObKMNLT.
<br />p j wi
<br />'••• •••
<br />COMPONENT Y ■INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I A
<br />2 oN 7FtlS�lEET. AS (FELL As DETML$ , L 2 ON SHEET ,4.
<br />3•`-`GENA•..
<br />1J
<br />�•
<br />FLORIDA BUILDING CODE 1+ YNoe Nt
<br />4. MIr, LDICTH FOR COMPONENT Is 1S•.
<br />MIN ANCHOR SPACw4G FOR t ®ANCYIORAGE AT BOTTOM Is GMN ON
<br />II
<br />= *
<br />O107D A1� "c 20 GAGE GALYANRED STEEL STORM PANEL
<br />4CIEDULES t L SHEET 14.
<br />*:•
<br />COMPONENT YAY BE PERYAFENT OR RENOw1BLE
<br />s SEE DETAILS FOR INSTALLATION INTO WOOD NAMUlDRI E 8GS ON SHEET IS.
<br />.Q ATE
<br />Y' E
<br />l"r�.7y�O,I: •.. OR
<br />prLLyMr��
<br />GLOBAL
<br />Il E C O FMO. PROTECTION PRODUCTS, LL(
<br />«oo:w. WIaY
<br />a SEE SHEET 4 FOR DETAIL MHE PUCABLE TO THE NECESSITY FOR TINSTALLATION OF
<br />.•
<br />'a ASS NAB
<br />sl
<br />N. W.t�yr ra Mac ps.TeR••ETs.RI. 3", (ps)tw Bn>
<br />SPACERS AT TRACKS INSTALLED AMIACENT MID SEYOIIO TO STUCCO/WODO BANDS.
<br />��
<br />MAXIMUM
<br />A.S.D. DESIGN PRESSURE RATING (p m.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />we MY FOR &N IIORMIATCN! AS PER SECTIONS I TIM 10. ON 94MM {. 5 t •)
<br />at
<br />MAXIMUM A.S.D.
<br />• IOUm w/ 1/•1fY,• 11 " t ,T ~ O CANIAP a ,RIDWN OF WILL
<br />DESIGN PRESSURE RATING (pa�A) AND CORRESPONDING
<br />MAXIMUM
<br />ANCHOR
<br />SPACING
<br />SCHEDULE FOR REGULAR STORM PANELS i1) & 61 INSTALLATIONS
<br />INTO EXISTING CONCRETE i CONCRETE BLOCK STRUCTURES
<br />COW ONLY FOR PANE1SO& 9INSfYUA7W16 AS PER SECTIONS I Thal 7. ON SMELTS 4 A S)
<br />A. r!Wr
<br />3Ap'vCENS4r •�
<br />FLORIDA BUILDING CODE h Y. Hu tons Zom
<br />No. 4167
<br />:.k
<br />smao ATE00. t a
<br />20 RARE GALVANIZED STEEL STORM PAM34 rP.
<br />*
<br />NIWU er
<br />ST
<br />GLOW PROTECTION PRODUCTS, I.I.C. R/n/ant
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<br />SEE llNdi! to • tt FOR ANCIWRt "PC A, llRfii FOR NWNLA7NM MO wom FIMIt 61EDtn
<br />trWlw wrAIOR Wvaws AND MtaARr mR D,WI•ICE Al[ twtbOm a 7,R EWEOIILE FO11 C0. LESS
<br />Wq„ ItOt00N a fatfDl4t W®UCE wo,wl IFxCIIt or Mu1RLYNa BFAFa,D w,aRN a SOw.vutE or
<br />M F•LLOIt1N MCt01W. FOR iNt QdQ01 W R POBe+EiE RIWUC® SFPCatO OERwED LNt10 MC10N
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<br />FaR PAIIFI LDIPDO V ro r-r AND 6
<br />1/4' O.C. Poll UWffM IP ro r-r I ,
<br />a OR �1• 10 PPJIQ MK FDWL O OR
<br />0WILWART PLUS • It $/1' 0. , WIN ,
<br />I t{r 15n T1pAOFD PDRIROW AT
<br />t LbNION Or COMM HOOD MA FOR
<br />ALL UNITI 1E UP TO r-r Mn.
<br />SdLE 3/0-,'
<br />O
<br />ALTERNATIVE
<br />0
<br />ALTERNATIVE
<br />Y.
<br />I2:. _ IL/
<br />ly;,. ICI
<br />• •,• is
<br />NGffi:
<br />t. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS IY1TM A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO 8'-8'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: W000 MEMBERS TO � SOUTHERN
<br />PINE N0. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY 10 SUIT ANY
<br />ICI_ • LII.L .'f. _i•. -� • F
<br />. '1 _ • . .1 •. • A �1 ! L .; �1 J: I" ail :
<br />ALTERNATE
<br />S1UDS •
<br />(12 1/2. 0. C.
<br />TO HOLD
<br />5/4' Min. (CASE 1)
<br />5, MIP toAx e)'.
<br />©A aR B '+• Bc,EDLAi ' scHEDLLE ' --{II
<br />,-y-• a FNI �
<br />YN. ANCY1011 Mee. ANC/IOR
<br />'.SPACt1G SP.cwD
<br />1'-3' IOC
<br />DETAIL 2 FLOOR MOUNTING INSTA I ATION {�PPUGAeL% TO SCHEDULE 2)
<br />_ bcMc. 3/tr - I.
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />[ADPILFIrF Y TD f•TMIS 1 ! i ATFO FOIL PT eAPEv STOITM PAML
<br />•Y•rrM Ow carter i-,CONCRETE -
<br />NAt �Asn
<br />PtElrltE
<br />f.
<br />APPLcAKE
<br />TAtY:ON
<br />a 5P-eN
<br />ONA-w
<br />MtYIMW eLet[ w
<br />1WELaIME PWe
<br />� F i
<br />coA1BA,M+aw
<br />Or 11EM
<br />NNSAw P.wR1.
<br />1tNaII1 t• (IL)
<br />m
<br />ELOCA
<br />m
<br />mltcREE
<br />YOGA
<br />ro
<br />ca•10EIE
<br />ro
<br />toxuEtE
<br />EIDCtt
<br />ro
<br />ROCK
<br />SS.O. -ILO
<br />8•
<br />N/A
<br />N/A
<br />WA
<br />8'
<br />WA
<br />r
<br />WA
<br />6'
<br />N/A
<br />1 ! 2 (10P)
<br />5-0• � LESS
<br />f•
<br />Y
<br />9'
<br />E'
<br />6'
<br />S•
<br />6•
<br />6'
<br />I (BOTTOM)
<br />e'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />NJA
<br />8'
<br />1(/A
<br />E•
<br />N/A
<br />1 t 2 (TOP)
<br />6'
<br />S'
<br />S"
<br />b•
<br />9•
<br />7 1/2'
<br />B-
<br />9'
<br />B'
<br />8•
<br />1 (BOTTOM)
<br />+Sao -7x.o
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />1 a 2 (TOP)
<br />7•-b' TO r-a•
<br />B•
<br />4•
<br />f•
<br />f•
<br />S'
<br />6'
<br />B•
<br />6'
<br />B•
<br />6'
<br />1 (BOT7t1M)
<br />MINA �As.P
<br />P116YlRE
<br />f.
<br />1 (WD B 3/5'.. Fdl Tv R AOQ
<br />OB[ I (u B r IM Abl TOP v NBLU
<br />�
<br />TIO
<br />P�
<br />LENGTH t' 1+1�/
<br />-
<br />-
<br />OF
<br />a46.2 -51.5
<br />3• }•'
<br />{ I
<br />4 1/2-
<br />2 (BOTTOM)
<br />T-r OR LESS
<br />+52.8 -66.0
<br />3" 3'
<br />4-
<br />4'
<br />2 (BOTTOM)
<br />7•-6. OR LESS
<br />+35.0 -720
<br />2 1/2' 2 1/2'
<br />4'
<br />J 1/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />+55.0 720
<br />2 1/2' 2 1/2'
<br />N/A
<br />(BOTTOM)
<br />T-6' TO
<br />11.21
<br />+ss.o -72.o
<br />N/A WA
<br />s•
<br />s•
<br />z (sorrow)
<br />r-o• To B•-b'
<br />,4YYRY ASP our
<br />Ft�'t)ARtI
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<br />fFi SH1Qf 16 Fa IFID,ans TYPE • erAoalo roR RtsrN:LlOtola tlm ttD00 FRwE aua6ElE.
<br />WOMAN ATrAtoR etaptrs NO MtiERr tDOE 06TAIItY AM RI6trAtm a me t0•AtitL FOR
<br />tO. Iffi 1NW ttOtDON ON 6D6D4L Rm110E ANCHOR 71A,C/16 F MLiwiYR19 Y11CRW
<br />lCMi ON WafDt11L K M FCIEOReK !ACTOR r011 1N6 OPEtwt10N ro E POeB+RE,
<br />R[D{IOm sPAatN /IRAtRD ue,lo FACTOR tEeu I,m E[ t1ss IHNI twwRr WMetT•
<br />I,o1DArtD FOR rAa ANCIaI TYPE AT ANpIORB Llaloo.
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<br />(pal.)
<br />To CONCRETE
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<br />To
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<br />b'
<br />N/A
<br />8•
<br />N/A
<br />b'
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />8'
<br />1'
<br />N/A
<br />N/A
<br />b-
<br />8'
<br />b'
<br />B'
<br />b-
<br />b'
<br />N/A
<br />N/A
<br />t (917710M)
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />b'
<br />N/A
<br />6'
<br />N/A
<br />b'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />b•
<br />N/A
<br />S'
<br />N/A
<br />S-
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />SSA, -72.0
<br />8'
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />b'
<br />N/A
<br />b•
<br />N/A
<br />N/A
<br />N/A
<br />3 Y 4 (TOP)
<br />>7'-S' TO b'-8•
<br />OR LESS
<br />b'
<br />4•
<br />N/A
<br />N/A
<br />B'
<br />b'
<br />b•
<br />8`
<br />8•
<br />6•
<br />X/A
<br />N/A
<br />3 (BOTTOM)
<br />B•
<br />N/A
<br />N/A
<br />N/A
<br />b'
<br />N/A
<br />6'
<br />N/A
<br />8'
<br />N/A
<br />X/A
<br />N/A
<br />7 (TOP)
<br />b'
<br />4'
<br />N/A
<br />N/A
<br />b'
<br />6'
<br />S'
<br />6•
<br />b'
<br />r
<br />N/A
<br />N/A
<br />{ R 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 1/4•
<br />12 1/2'
<br />B 1/4'
<br />6 1/1'
<br />6 1/1'
<br />8 1/4•
<br />B 1/4'
<br />N/A
<br />N/A
<br />S (TOP/BOTTp1)
<br />60A. -533
<br />N/A
<br />N/A
<br />It 1/Y
<br />B 1/4'
<br />12 1/2'
<br />6 1/4'
<br />b 1/4'
<br />8 1/4'
<br />B 1/1•
<br />6 1/4•
<br />NJA
<br />N/A
<br />8 (TOP/110TT011)
<br />8•-b' TO il'-Y
<br />65A, -72.0
<br />WA
<br />N/A
<br />b I/4'
<br />N/A
<br />B 1/4'
<br />N/A
<br />B 1/4'
<br />8 tf{'
<br />8 1/4•
<br />8 1/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />r-B' TO 11'-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />b 1/4`
<br />6 1/4'
<br />6 1/4'
<br />B 1/4•
<br />B, S. 10 (TOP)
<br />43.8. -460
<br />b'
<br />{'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />b'
<br />6 1/4'
<br />8 1/1'
<br />B (BOTTOM)
<br />OR LESS
<br />8,
<br />{.
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />6•
<br />8 1/4_
<br />6 1/4•
<br />S (9OTTp1)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NjA
<br />6 i/{•
<br />8 t/{'
<br />8 I/4'
<br />8 I/1'
<br />10 (BOTTOM)
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