|
im LOOP- awe+
<br />r
<br />1
<br />1
<br />ii' 1
<br />I 1•
<br />I
<br />1
<br />1
<br />NIaNAfw SCD.I
<br />1
<br />I
<br />i
<br />T
<br />I_
<br />NawP ca.cnn
<br />+Lo1..m
<br />i�
<br />i
<br />1 -
<br />cvlw Y Morm� -
<br />aQ AotauL
<br />_-
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR MWc,,. ".'•Hid:' R�•ne
<br />SPLIT PANELS Or 0
<br />Sam
<br />LL Y.Y.,/ra-r rl•.--
<br />11/{•1 \ I (p'1i•"y-•�'n Narn I rY. row -I
<br />I*w ry • ATRrONI �. L -Dw. .or a OPTION) -I L
<br />- _
<br />E.D. w, rnv.N W.N Ran i
<br />1 / 1 I r. 1' 1 • i` ' �'�'----'r •MPlur ..ur A / 2
<br />All
<br />�R
<br />leout
<br />- X 'AJm wan
<br />( / A
<br />1
<br />I q
<br />DETAIL) AA
<br />A r'IN'TMrI MIT.• ea HtM ' »UIOM • IRtQNI A M w/OI '1'-..
<br />lot= - AW-n NLaI
<br />Aeurm.e
<br />7
<br />I I
<br />AWA. TI Y/I!'4 IArpPr
<br />I, IYA/• A' YL rl� \�aa`CIWO Rm mall i q La __I. _ _ i
<br />P'. 16w iLm M.1 - p� te, nru
<br />IV •m0 Yl.. Ilia N.1. M1)1Y I MAUDW •
<br />t ,. • r•.r.v.•p-r - 4
<br />.AnI NWw
<br />f. t . a YIDS 7 los"Pri e� )n: ', 9i
<br />L . Iw.on svMr • cxr Yu.AN m,`QNM` -
<br />1
<br />I`
<br />ELEVATION SECTION Y-Y SPLIT STORM PANS ELEVATION
<br />1 atf SCALE ,//'-+' sckf ,/.'.. tY'•rwaw•"'.n SCALF ,/6'-l'
<br />Euu n QETLSIL-.i
<br />LN•rM1 L.WI
<br />L" a MULLION SCHEDUL
<br />` � cvcA(n .fcr10Rt
<br />�..cF[ iKNHa1.aE
<br />M... MULLION
<br />SPAN (TT) '
<br />--REOUOwD Mln.
<br />TUBE MULLION
<br />> 4'-6' 70 S-6'
<br />2' A 4' , 1/6'
<br />> W-10" Ta 6'-0'
<br />2' . 4' . I/6'
<br />IA TD awoFOR (LS_o 2= PR15S ' RArao
<br />•• I'ALMILEL ItGE51oM PµEI'Sf LLNGTmN OwENRD
<br />SETION 1
<br />SCALE
<br />NOTE. MULLION CAN AL50 8F. INSTALLED W/O STORM PANELS UN 10('
<br />OR BOTTOM SG TMI IT 4 LOCATED Al TOP ON BOrTOM OF OPENING
<br />LURE PANEL OPENING ON/ LURE TOP 4, 8DROM)
<br />zi
<br />s No. 44167
<br />* * FLORIDA BUILDING CODE (Nigh Velocity Hurricane ton
<br />IATIv-
<br />FCORDD*•: �I.4''�:
<br />20 GAGE GALVANIZED STEEL STORM PANEL I DARN P,
<br />11LIECOIN•^
<br />GLOBAL PROTECTION PRODUCTS, U.C. wE
<br />\
<br />-IW, Sr sWMn
<br />2,w, n- "
<br />-•-•--�- -
<br />u ZY" a (�NorR�
<br />M.w) in-Iar w . aN n._,a1 rw
<br />INALILA u-D5o4>,A A IA[R Jr It
<br />7 O*w Lw . Al
<br />(20-t76
<br />rrK>C (Y5•Hm-1Hl, IAx .e4).OP-.TENT
<br />PIMWw. N+
<br />mOL/s",M,E/a„F
<br />Y n-IY
<br />a.n a
<br />IN�AT LL,ATT10 LDETAILS FOR REGULAR PANELSi dE
<br />INTO EXiSTINQWD?QD STRUCTURES
<br />..... - MLAw1A. 1IrI - _ '_ - __ --
<br />,nM u srla. A .• 04 . - - i,,, -'T --:-�'' r W.M.- R.P.I 1.• i aw .wog
<br />'/'Ir e f
<br />a,ri
<br />....vti,n•
<br />1nMC0PlL�enO6
<br />A R00•••i•IJN0. _ _-_ P
<br />4 - ,I.• 4C•xrt • ,' R C •/ 1/.', W: Iq[.• . Y OL. • Mn5 •tIDR�•�4i
<br />, r. ,IP.rNa .IM'1r• I 1 ,• v" NNRMm rv4M.r(rA, r.) ,.wn 1 roWW.. mo r,•N1IPAWI, N /
<br />• �ra•SaN�A�w i` I nr 6ra.R r.W •aA5' r t �,.� I/A.Y. / M E n+.Am 14Wa - r - �°/,H.�`V.n,uoe�.r `'olY'wur'. m I�ji r..I
<br />f _!
<br />I
<br />IRAY.L
<br />I J
<br />1M1 I I I; NO TOM I' '/Y 1 •4W 4 ,I �lY Cc
<br />�,• O. rr
<br />I
<br />MI fPaMAI R T�� G � R r/O
<br />1
<br />. I
<br />�ONMnO� N
<br />y w I yV+ I 1
<br />Tp, ro •.a [ I w'AevwOYa ' I WALL MOUNTING I I
<br />WoNI� I
<br />INSTALLATION - ALTERNATIVE 3Lid
<br />I'.I SOME: ,,.• . ,- :C�.
<br />,•.. a Ii�•ic, N:.q
<br />g�,J1
<br />wN .o.Q Nar ;�_.-
<br />1 I
<br />.I.As M.11 MUPm-
<br />W�N•1�M/nA' I�Ir
<br />BUILD -OUT MOUNTING `/'00p� +* •+• ., L,I ,� , ,. •, 1
<br />INSTALLATION -ALTERNATIVE 1 W ± - Yrr.FMn, ,,,.rr,,,r, n' Lw Su�rw • r .. - - .7
<br />.I .WRPPr a n>rt .. .•i.R'Ni� Ar,"•uer'06A1 No- I ->'-- -
<br />�
<br />SCALE '!4' - , } :. )-
<br />CEWN6 t nam MOUNTING WALL A FLOOR MOUNTING
<br />INSTALLATION ALTERNATIVE 4W INSTALLATIONS - ALTE NATIVE SW
<br />-
<br />WALLMOUNTING
<br />WALL aE
<br />(SECTIAT TOP IS LIUITED TO .s5.s-6/.D MAR, w.c
<br />INSTAL)- - ALTERNATIVE 2W AS.D, DESIGN PRESSURE RATING)
<br />SCALE: 1/4- . 1'
<br />n �
<br />uw I ■eL.o
<br />WN.A.r
<br />FLOOR MOUNTING
<br />KOM: „ „Il f F/ INSTALLATION -SECTION 4AW
<br />PL A A. T!L SCNE: ,7- ,
<br />/%y,,
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS ``,JP�'tF'.
<br />'•9':
<br />UP TO +55.5, -720 p.s 1. AND PANEL'S LENGTH UP TO 8'-8' ,.`y�;' ��CENS FLORIDA BUILDING CODE (High VelocityNurrleane Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL -: N0. 4167 a»20 PL' "` 20 GAGE CALVANIIED STEEL STORY PANEL rp
<br />- '• DRAIN Br
<br />NDIE EIlfLGOMeBiB71D1+ OF s[cTi7Ns. ' ST EDF( _-� GLOBAL PROTECTION PRODUCTS. LLC. AL/104
<br />$. 1L ECOINC m54N„HRLT
<br />TOP & BOTTOM MOUNTINGS CAN BE �'� G •'-. fL RIO*,:' 'I1"%-[% rl[Ln TcsnNo W m C_NY
<br />;yyy� »j .r Pon
<br />'. '�' 20- 176
<br />. F' '' V W w +.rr .•o.R n Anw nroHe. .al rAx x eT.7 1w-]NS
<br />COMBINED IN ANY WAY TO SCAR ANY � 1 r ,
<br />STD
<br />INSTALLATION, A 'Al. t[A A TIUI u-Dourly _ D"�•'"` "'0'
<br />,'• III .YT SUalaalMilPE/wn � WMIt
<br />m
<br />un'tN n w
<br />CONMIt ANCHORS m Ic"m ANLTOIIS FOR CONGT.It ANC"ORS: SEt SCHEDULE ON SHEET ,1;
<br />at IS "-'
<br />CO,
<br />(SEE MAE OR (Stx SCHEOWE ON � TOR WOPO SCIWM ul mc-ION WRi
<br />SGH
<br />sHKtT ,.)� '7 MRxT 1.7 -4- 1, 2 k 1W/15
<br />ram[o rATM:Ia[¢ J i lTI4. 2/4• ww 3/4 IA 4/4 1, 2 k 1W/15 - I rue,
<br />_i
<br />SnO' j e q[aMll(a\ ,.LSD'
<br />PO..REo tower',
<br />"fouPto P CaNrl ;
<br />1w -� I _ : Tr.1--1.�-11_. -
<br />we MEIW (•nERIOR MIOEOR ►NW PKR3BDR telD EWEt1J
<br />I III} F�jy1IEMRe1t I
<br />[, to. w �
<br />t, 11
<br />6pA
<br />rrm00n pBIFiAEi/MT WING MIT i EVERT OEIE1r MMG WTI'
<br />t/.'Wy
<br />WWII' (vC
<br />2'Rr
<br />_ ITUO • R L/2• o.f. STOOD • 11 1/ O.[
<br />_
<br />ILII'
<br />I -,/4'•At• AIALIIM _ 1 4'h 1' YA1A4A.
<br />5 e MH.
<br />/ (COX @oNTnL W 5P[IDM7n
<br />• $PET /I 1 Wn /3' M19_ .. _ ....I[ ..
<br />tMp•�• 1 I!Y• OC sM• ,7 I/E' OC
<br />I �'
<br />ison OEI. 1/,.) I � � 2/11) I
<br />I (ALE .,. r
<br />y 4
<br />(ea
<br />E/74t1)mu I/,.
<br />I A (I4tOVWMlF". IDGrON
<br />DR 1 I MOF r PAINS)
<br />Mr KTALS ,/14
<br />I I I
<br />P0.W(WC CRI,[J B 2/14J
<br />OR I 3
<br />d1 CONCRETE 7 i
<br />a OCOOIAL, r
<br />1/1 2/4. 2A/4 3/4 rN 4/4 1, 2 a YW/15 1, Z k Iw/15
<br />LOCATION I
<br />iALTERNATE
<br />J ON LIFE SAFETY PANE[ ,-
<br />f AREA W/NO IIF SAFETY PANELS LOCA110N M LIFE (SEE NOff IBElow)
<br />blt�m t • REGLMM PµELS r/ OR - - -•/
<br />SAM PANE:
<br />_- _______ ." V ,'L.-cL�,r• 1 W/O REGULAR TRACKS
<br />(su NOTE 1
<br />CAN:An[ / _- R[Low) LAST '
<br />ON UT
<br />AwHORT . a LPL SP,M�TY SPIA4 PmM1ET' CASOWl
<br />(Trr SCwOWI o«-- -'
<br />rams, A:wAK 6C P110NOE0 N/
<br />TML[, •41 p)OeFB LONGrAIL --_ - QPTIONV� A T TO at
<br />IF
<br />) 10 rKUTArz INSTAJATIW M PRENOEO
<br />KWr(U ,. ( ;1 TO BE N6N.LED OR REMOVED OWOM INSAIA.
<br />-- --
<br />[OML'Rli1 AICr10Ae 0< bTn1CnIIE
<br />ELEVATION
<br />WALL MOUNTING INSTALLTA ION WALL0 INSTAUATIQN SCALE 3/32--t-
<br />- SECTION 1 SCALE 1/6' - i• -SECTION 2 scALE 1/e' - r NNW. oAv
<br />`- t-4/r
<br />401E4. OE_Lli
<br />r LINE SAFETY STORM PANEL CAN BE LOCATED AS AN ENO PANEL (FIRS' OR LAST PANEL)OR
<br />AS AN INTERIOR PANEL (ANY PANEL LOCATION IN BETWEEN END PANELS). B (lAt M[11OR PANxLT B ((AtLRrn UOuIIOY
<br />LIFE SAFTTY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS M NO'Tf 1) 7,t [w rwNLu
<br />(W/ OR W/O REGULAR TRACKS.) 5a wn 13
<br />2 LIFE SAFETY STORM PANEL CONSISTS OF 0039- G&VANIZED STEEL STORM PANEL AS SECTION 9-13
<br />PER COMPONENT �, $MET 2 Or DRAWING.
<br />THIS PINE[ ALLOWS +TSEIF TD BE REMOVED ON INSTALLED FROM THE 1N5'OE OF
<br />STRUCTURE.
<br />„ ,1,1N111111„
<br />3 CAFE SAFETY P REQUIRES ToP TRACK TO BE COMPONENT®♦ 60TTOM TRACK t0
<br />BE COMPON AS PER SHEET 2 OF THIS DRAWING- `N,, �rCQ, ,•._•••. •• ✓,9"',,
<br />COMPONENT BE INS(ALLED WALL OR ROCNf MOUHiCD FIXLOYnNG SECTIONS I A �, •'
<br />2 ON THIS SOAR. AS WELL AS DETAIS I A 2 ON SHEET 1s, �P:�GENSLE'
<br />' FLORIDA BUILDING CODE (High Velocity Hurricane Zone)
<br />HrR P I' 4 MD1 LENGI O COMPONENT 4D 4 5 = N0. # •rmo nnc.. HNC
<br />_
<br />Mo. ANCHOR SPACING FOR COMPONENT ®µCHORAGE AT e07T0M IS GIVEN ON 20 GAGE GALVANIZED STEEL S10RN PANEL
<br />* ;
<br />SCHEDULES 1 & 2. SHEET 14. uyr,Pl of
<br />COMPONENT ®WAY BE PERYANLNf (M REM(NANI.F *' DF " +_ --Y
<br />S A t t /N GLOBAL PROTECTION PRODUCTS. TLC.
<br />OpO
<br />3 SEE DETAP 5 FOR INSTAL LATIGN INTO WOOD FRAME BLI1.pNG5 ON SHEET 15 z •. \1i JAIL
<br />DR
<br />L- E-L-0 H.N.C..-e--.+ -am so 51 Irmw
<br />fj-'---�
<br />'i,>'t�(6' ,y,}��•d/j„�i r TiRU [ITIMO 1 ENGINIAIRN9 GOVAMT MY.. F. 3UI.
<br />6 SEE SOAR 4 FOR DETAIL AP%ICA&C i0 THE NECESSITY FOR THE INSTµLA IN OF V, SOS \, Ls` / •. AP R, o, to wmw n M1r ngrM: 95F 20-176
<br />" ONA ( )em-/545, OAK pb4)te.-IN7
<br />Lr
<br />SPACERS AT TRACKS INSTALLED ADJACENT µD BEYOND TO STUCCO /WOOD BANDS FAIN 111411M.St,_.•_.f ".+ 1-)AH-Tar Fw , Inr_,u1 RI.rW MUM,,,P .
<br />PI YALIaWfUORTAR VU.Om4]tY
<br />WN IFA FAN 8 , P f. swv ,] Of Is
<br />i 4.1 7
<br />INSTAL-4ATI_QN _DETAILS FOR REGULAR PANELS( &
<br />INTO EXISTING WOOD STRUCTURES
<br />I I
<br />C9 FO
<br />-
<br />' E01 .. i ro�
<br />(
<br />�� i � R•°u�NB"m010B1 �lw om
<br />I
<br />ALTERNATIVE 1 W ALTERNATIVE 2W
<br />SCALE 3/6-1' ,rA(r 1/e-t'
<br />eCFtlI1�S�MAO�W e 1 T i
<br />To ou65 I 7/6V W J2' t
<br />AMK MOF
<br />I Fo!
<br />ED
<br />1 '
<br />Eat ,
<br />1 _ 1/2' II
<br />TOO .• I.D.. We Low MKS "NONG L,Tr-asI� • St I ! 'Am PT
<br />_... t/.Y-2a.2• SS YS. B 1 1/4"at I �riA./ • �Ya1/)Y .-_-� .1L AFWR[D
<br />TOR PANOL LE -GIN!; " To 5'-o' ArD . 4 C
<br />1/•' oc FOR U;`Kn i up IO e'-e• MO..
<br />Or.- N't ' OF 014-10 ON.EMIA)i 1[MLt( D ON
<br />eLOLr.Wo Pmxu`An ALm • 12 1/2• a. C. TWO" 1 I N/rA �sOILYb • roc ./
<br />n Mw n•tAPED nntnanoN Al -`1 w 1.WIAra N f . d ALTERNATIVE TW ALTERNATIVE 4W
<br />1MDWOtH Or [XWW4 WOOD MAt[ IaN � Y.4• +TAtt • INN,OM M .LATE •(AI ( /P _,:A:E
<br />1 NL IDNG" LIP to 6'-r Mmr A.OU�IMD
<br />LTERN
<br />j?l6ESI�t¢U<rTINGJIISTALLATION @LiJID-OUT MOUNTING I DITIONS 1YE WOOD 15B AE
<br />-- CONDITIONS k ANCHOR LOCATIONS
<br />INSTALLATION ron nI rNACKs Nn+ sMaw,I rDR clA,rrr
<br />ALTERNATIVE 6W ALTERNATIVE 7W
<br />SCALE 3/9�,- SCALE 3/5
<br />\\1TI1111111111N/II
<br />NOTES: ?r�F,A
<br />1. INSTALLA11ONs- ARE ONLY VALID FOR BUILDINGS WIN A.S.D DESIGN LOADS P .• �( EASE '•.
<br />UP TO *55,5, -MO PSF AND PANEL'S LENGTH+ UP TO B'-B' ate:' �.' FLORIDA BUILDING CODE (High Velocity Hurricane
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS 10 BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY Or 0.55 OR EOUAL.
<br />tiOIE 1'Q$ C BINATtON OF SECTIGTtS
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />I/•• 10. • 3/6*low MASS SLOWING W/
<br />1/%_20.1'ss MS to a ,/.. as TON
<br />PAID LOA.T S w TO T-C• Aw a I(F' o.c.
<br />FW .tNarNT w ,O ! -e• Mw OR 1 +O
<br />PA.AIM,E FEMALE O OR PAMyAWTE PMN •
<br />7'
<br />-
<br />12 1/2 o c. WTI. I I/T MM. n111mv
<br />'EMITIOLOPODO TO HEADER MR AM UNUT16 LIP
<br />I
<br />,
<br />(1
<br />f 1
<br />I ,
<br />! (
<br />j.- '.I,'kim
<br />STUDS B EVERY
<br />OVERLAP
<br />02 1/2' 0 C )
<br />TO /COLD PANEL
<br />ND.
<br />16 •, * s
<br />nta2o rattco..Ic
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />owls .n
<br /># '• ST
<br />A'
<br />E Of - .+�
<br />'v
<br />-!�
<br />i N c
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />i 9 F
<br />D L
<br />r
<br />R IDE
<br />`-•t' ��
<br />Gem SW a+ sm 3,
<br />nun r rn7ro R [TwT.IririNo c0Mo..1
<br />' • • Pri'n` w ti°Y Rea Lm un
<br />�
<br />20-176
<br />DR. W a M
<br />> FFSSi
<br />/'"r"'AFFNN
<br />It
<br />p` E r
<br />)CATER. n_ 3331.
<br />IA
<br /><m.>re.- rxs. Im. la-en7
<br />�
<br />w
<br />-NnNE
<br />'��
<br />-
<br />HNMM-11`�-ff,,l`1vPN,iLPe/0"rt
<br />u-mo6ili
<br />- -
<br />-_
<br />next „ 6r »
<br />I r __j 1 1 I )
<br />SEE SEE I INTERIOR PANEL _ ENO PANEL
<br />DR l .- )' - nA MIT.. -•-.FOR Mot L_ 3• -.
<br />OR DIRECT MOUNT �'ON
<br />$PA[N.n SPACING
<br />1'-T' Mrn
<br />D_IIAIL-L-�,. "LL_MOUNTING INSTALLATION (APPLLCABLE TO SCHEDULE 1)
<br />S6ME- 3/16• . 1'
<br />MAXIMUM -A _DESIGN PRESSURE_ WING (p,s.f.) AND
<br />LQRRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE ALL' FOR
<br />INSTALLATIONS 1dIQ__Q.QN,QRETE_& CONCRETE BLOCK STRUCTURES
<br />SGHLDL'Lr • 1 FAI e,•_.BILL_MOlE21i-C9NQIIIOE6._IOP_t-HQTT
<br />,QM _8[.SJL -.11:1
<br />1
<br />LOCATION o�
<br />8 AT ON
<br />(NO AANEL 1
<br />snms o EVERY
<br />(12O
<br />HDID P
<br />{
<br />5/6' MI.. i))
<br />(CODE
<br />3' WTI (f>LSE Y) E.__.
<br />r
<br />i
<br />)
<br />`�
<br />OR B
<br />SEC SEE INTERIOR PANEL
<br />END PANEL(4Al
<br />•I SCHEDULE yI_ $CMOU'r
<br />--.3"- /2 FOR /4 FOR - 3'
<br />MoO, ANCHOR Mat ANCHOR
<br />SPACING 3__
<br />DETAIL
<br />2 : fLQQ[1MOUNTING^INSTALLATION (AppUEA@LL. 9 SCffaU ,E._2)
<br />MAXIMUM
<br />A.S.D. DESIGN PRES.SJURE-RALING (D.s.f.) ANQ CORRESPQ DING,
<br />MAXIMUM
<br />PANEL LENGTH 'L' SCHEDU E
<br />.µa Ir MP r
<br />ONLY 12 SEGTIDNS.. L i1.!t1R55T.�If _LlL2_SlffL'Y_i7PIW FALL.
<br />NA IX MINAS=
<br />•mSb m
<br />RATM''-.r'
<br />tY'[LM
<br />01 iM-QA►
<br />--N
<br />PMCI r' rUM1E O
<br />PNfIIMR Alm
<br />4 raNS I •
<br />aauBAiloN
<br />Or TWU
<br />MQPI PANE.
<br />,Il 01M
<br />o E
<br />COIK1R10 ,E
<br />YaCN
<br />w rz
<br />00,
<br />p
<br />KOU t
<br />nDCA
<br />CONCRETE
<br />Ga"W"'t
<br />•LOCK
<br />CONCRETE
<br />to
<br />C0K%xC x,
<br />eLDDA
<br />WNCRE E
<br />Iro"�
<br />ka"
<br />@'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />I As 2 (TOP)
<br />455.0. -720
<br />9-
<br />T -
<br />@'
<br />+9'
<br />9' _
<br />9'
<br />Q.
<br />9'
<br />(BOTTOM)
<br />5'-0. ON LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />5'
<br />N/A
<br />6'
<br />N/A
<br />I k 2 (Top)
<br />p'
<br />S'
<br />9'
<br />6•
<br />9'
<br />7 1/2'
<br />9'
<br />9'
<br />@'
<br />9'
<br />1 (BOTTOM)
<br />,ssD -72D
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />1 A 2 (TOP)
<br />-
<br />@'
<br />A'-
<br />_
<br />g•
<br />6•
<br />9'
<br />6'
<br />-
<br />6•
<br />6'
<br />6'
<br />6'
<br />, (8(1TTOM).
<br />SCHLIME a 2 AL2QTTW C-_LD. - 3 IZZ'
<br />MAANw 0mo
<br />ItEs"
<br />1'RtSAlN[
<br />RLINa .11
<br />M I WM) • VIO M FORM TOP a "It)
<br />CAM .LOAD • r MM IROM IOr a' "LE)
<br />APPLICABLE 10
<br />SECTIONS i k
<br />NY COMBINATO
<br />DF THEM
<br />MAOMUM PANEL
<br />LENGTH
<br />LENG-I- III)
<br />T _
<br />-
<br />CONCRM CONCMFtE
<br />♦49.2 -61.3
<br />3• 3"
<br />4 1/2• 4 1/2'
<br />2 (BOTTOM)
<br />7'-6' OR LESS
<br />,52.6 -65.0
<br />3• ---- J'
<br />4' --- e
<br />2 (60TTOM)
<br />7--6. OR LES-
<br />.550 -72-0
<br />2 1/2- -^- 2 1/2'
<br />4- 3 1/2'
<br />2 (&MOM)
<br />7'-G' OR LESS
<br />.59.0 -720
<br />2 1/2' 2 1/2'
<br />MIA N/A
<br />2 (BOTigA1)
<br />T-6• TO '
<br />,55.0 -72.0
<br />N/A N/A
<br />s• 3'
<br />2 (earrtw)
<br />T-6' i0 6'-6'
<br />14YwILN A.a ®R
<br />r. run UNIT"
<br />wIOS,Ar NPNc
<br />(P F.)
<br />t• Cw)
<br />I ILR i[tT1OR5)
<br />NNMN W`WA` W Nun
<br />To AAA Lo.I5rrA1,
<br />sea -no
<br />W-.•
<br />I V.• ,IIAOl1Af
<br />YC a[ET 15 'Cot A11C.OR5 TYPE a TPACWG too oATTA1 TONS .10 WOOD 11 M E DULOM
<br />NYMNW ANCFtP IMAC11GS AND __ LACE DITI-C A F r. Ft. ON F" OGH.DULL. FOR
<br />( D. LASS THAW POINVO D ON SCHEDULE W[DI E AMCHO. SPACING BI r TIPL,WAI SPAb710
<br />SHOWN ON SCMS%AE n THE TOLLOWYIG FKTd __ rOR INN EPt"TIO.r ,o 9E POSLBLL
<br />RKI 0 SPACING OWAWILD USING FACTOR DAL TAT BC LISS r-I NPN M W. M
<br />NOICANID FOR LOCO, ANCHOR Trot AT ANUIORT Urcn O.
<br />'/.•.
<br />,/.'.
<br />,p'r
<br />,-/+•:
<br />,/4'.
<br />LOBO TYre
<br />TORAH
<br />a TAP-aWW
<br />PNOAwn
<br />r.Anwrt
<br />L.oA-N
<br />,r .wAW woOWO
<br />2 1/T
<br />- -� -
<br />'»e.e.Wln_.D-=•..
<br />-
<br />D _
<br />] '77
<br />3 ./2
<br />4R Y LIB
<br />Rlagl
<br />__
<br />n
<br />,,.�1EF A; TIC(/ ✓ ,,
<br />ENSE
<br />No. 44167
<br />=Lapp ,FLORIOE,;�a4'
<br />c2o2o TAT`'°. Nc
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />Ir
<br />7uWA N
<br />�
<br />IL ECO1N1: �
<br />GLOBAL PROTECTION PRODUCTS, LLC,
<br />.wa sr. s, sTREa
<br />STREET
<br />3nN0 • rroN[CNNa
<br />�
<br />OANL rL X314
<br />a •IIW.M •Wmw ITAlr
<br />pwI n
<br />MfML, (Ys.H4Y-»4T. rut (W)ANT-e747
<br />20-176
<br />- --
<br />...N --1Ne : ter) An-Iur
<br />Ok 0000716
<br />._.-� „•
<br />[aAANn NON
<br />W TLR A. ULLA JI., PE
<br />Fjo
<br />NOV,` .. N »
<br />I (2.2.L) AND C0RRESF_0NQ N__Q_ MAXIMUM -AN- HQ$
<br />3__5TORM PANELS A r AI INSTALLARM
<br />d( CONCRETE_BLOCK STRUCTURES
<br />)NS AS PER SECTIONS 1 THRU 10. ON SHEETS 4. 5 A 6)
<br />R LO • 3 1/2• w
<br />iLil ! 11"1 D PANDJAKM PLUS 5[i
<br />-.- -
<br />TO TD --_. 1 .-.. 10
<br />.011m I CONCINTE 10 -ITE CONCRETE 10 CONOIL'TEI CONCRIETI
<br />BLOM BLOOM BLOCK
<br />APPUDAKE TO
<br />AC,,M I A
<br />ANY COMWAnm
<br />or THEM
<br />MAAMLN PANEL
<br />LfH v tn.)
<br />`--
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />I (TOP)
<br />_-
<br />6-
<br />e'
<br />6'
<br />N/A
<br />N/A
<br />, (BOTTOM)
<br />_
<br />N/A
<br />6' -
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />W
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />'
<br />N/A
<br />- 6'
<br />N/A
<br />N/A
<br />N/A-
<br />3 A 4 (TUP)
<br />-1 (BOTTOM)
<br />7 (TOP)
<br />>7'-5• TO
<br />'
<br />6•
<br />- 6'
<br />6•'
<br />N/A-
<br />N/A
<br />N/A
<br />6' A
<br />N/A
<br />N/A
<br />N/A
<br />'
<br />6'
<br />6•
<br />6'
<br />N/A
<br />N/A
<br />4 At 7 (BOTTOM)
<br />6 1/4-
<br />6 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />6 1/4'
<br />6 1/4'
<br />6 1/4•
<br />' MIA
<br />N/A
<br />6 (TOP/BpTTOM)
<br />6'-8' TO IV-2-
<br />6 1/4-
<br />6 1/4•
<br />6 I/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />6•-6' TO 172'
<br />'A
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4-
<br />& 9, 10 (TOP)
<br />'A
<br />N/A
<br />e.
<br />6'
<br />6 1/4•
<br />6 1/4• _
<br />e (BOTTOM)
<br />12'-+'
<br />A
<br />I N/A
<br />6•
<br />6'
<br />6 1/4-
<br />i 6 1/4'
<br />-
<br />9 (BOTTOM)
<br />OR 1E55
<br />A
<br />N/A
<br />1 6 1/4'
<br />tl 1/4• 1
<br />6 1/4"
<br />6 1/4'
<br />10 (BOTTOM)
<br />No. 4 4167
<br />* c�
<br />"r'IINI NHIIUT�
<br />e:oeo m`TCO, oC
<br />' 20 GAGE GALVANIZED STEEL STORM PANEL
<br />tRv w r.
<br />'
<br />Y]
<br />G
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />JAn
<br />LIE C ma
<br />4Yco s• 51 sn.In
<br />20-176
<br />iNeNA[Tii.o c
<br />DOW. n. 3n,4
<br />>M.(.SN)-7N6
<br />.•.. i>ri nl-Iw .• Poo ......
<br />me FAIL (Y54)ee.-4nl
<br />1.•
<br />WN TCR A nun A., P1F
<br />F
<br />Tr-'w
<br />NH,. ar »
<br />INSTALLAT14N_DETAILS FOR RLOIAR PANELS_�,.t_"
<br />INTO EXISTING WOOD_ $TjtllfjURES
<br />iHt P
<br />0 ANtu..rz Plus
<br />�
<br />V
<br />1.-10 P TE W>
<br />AN(LW
<br />l' 11 .• w 1 7 -
<br />� 6 // O.C. 6
<br />4-, PANEL MA P
<br />1 O ,E PLUS
<br />I ••
<br />• 6 n.G e
<br />.-i
<br />6 1/ o.c w/ t ]/e-
<br />1 IHRIAD[D AnEN 10
<br />� /" V THp[N1LD PEM1tiATIDN iD
<br />rpoo .`' '� �.
<br />MtEAApDB�{
<br />THRr,A�D PEI{1WA1)ON f0
<br />'.
<br />H
<br />, - { fxrbirw WOOD MEAGER
<br />WOOD
<br />Ex4TING WOOD NCADrR
<br />II
<br />. �I I
<br />I
<br />REpuIRE16-��'`
<br />1 ,
<br />Ex4nNG wOrA HEADER
<br />I
<br />I • ) IR_ti >/.•h7/]E•
<br />I:
<br />ODW SRO .
<br />/
<br />I
<br />,
<br />lvoe 9ND •
<br />0,1 15',0•
<br />WOOD .1(1E.(R *DOD -MENEREQUIRED
<br />(
<br />z
<br />SEE SCHO[PAl ON
<br />SO S0.D1AL ON1111,
<br />5(PMA/KM
<br />' MIA. PANEL LENGTH
<br />I/•')-2m 1'Sb (SEE 1101E 1)
<br />MS r/ ' l .
<br />__ _. - - MOO. PANEL
<br />1/4y-»Nt-{.M1 (SEE
<br />Y1 W/ r/eY
<br />y/y
<br />''.�
<br />LFNGM
<br />NOIF 1) ,/41 :a.1' 6,
<br />yP. PANEL IM,11
<br />r ISEi Nan 11
<br />1e�vrR111parliar �
<br />f 6VM P
<br />I
<br />r
<br />�
<br />1
<br />I
<br />1 90B
<br />' wx
<br />5011
<br />OF 'L'
<br />t OF 1'
<br />1eMl
<br />ar L'
<br />u.z
<br />_
<br />I u
<br />cum
<br />�
<br />.� I
<br />r"I
<br />.CAGY-2m,•
<br />I 1 •
<br />NI rAa.R
<br />I.
<br />(
<br />T/fW 3/LIT
<br />' t1Mr Imo • E
<br />• v I/2' o c
<br />I/4-4 LAC SCRM
<br />2'..• WOOD 1
<br />112,
<br />MIN TN�iWE0
<br />2'.4' WD00 PLATE 7•A' IWOD-P,/,rz
<br />R(OVNCD __ j,.-,0 FMCLMA71 PLUS REWIR{D
<br />_PLATS
<br />REQUIRED
<br />KNETWATION A/
<br />B 6 1/•. OC W/ I T/a-
<br />L4wmH OF PUT(
<br />TTHRLA WIDTH
<br />O a CTRATIDNPLATE •
<br />MOD
<br />I I/4'. LAG SCRM •
<br />6' 0 C 5 1AOGEAKO W/
<br />1 STEW W /2• MIN
<br />! pAMEW
<br />DIRECT MOUNTING INSTALLATION
<br />AT>�DTmEW
<br />ALTERNATIVE BIN DIBEC.I_MOU
<br />QN
<br />j
<br />NOTES:
<br />1. IN5IALLAMNS FOR ALTERNATIVES 6W. 9W & IOW ONLY VALID FOP,
<br />OUT
<br />PANELS$ WITH D, DESIGNLOADSUP TO ♦43.8. -46.0 p-1. AND
<br />„L\H1111H11144"N„
<br />"I
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />•'P ',,
<br />PINE No. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOLIAL.
<br />.y4•Q�!.•' GENS
<br />�• : F
<br />''
<br />FLORIDA BUILDING CODE (High Velacil M., Lear. Zan.
<br />FOR �CDYRINATI.DN OF CYCT107/S'
<br />f
<br />- � No. 41
<br />c2D2p lartm. wF..
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />Or,
<br />TOP & BOTTOM MOUNTINCS CAN BE
<br /># T•
<br />..
<br />- ST gy
<br />TE L.A �
<br />,/�
<br />GLOBAL PROTECTION PRODUCTS TLC.
<br />�
<br />1 v
<br />ANY WA i0 SUIT ANY COMBINED N
<br />wsTALUTION
<br />_..-.-..7
<br />.Qq •��
<br />I'' "p'- FL 'R10� /�
<br />.S F Cf�p SS�L ti'2,ILj
<br />/ 1' L E�
<br />.
<br />.NON Lw s, S31.r
<br />tww. n. >u,.
<br />w rt
<br />S
<br />' F SI NA�FaE l
<br />rArF"4f
<br />ri r A.L ..
<br />Par ,_r.M "A.rwl°>.0- P.,
<br />PNac ns lw-»a.
<br />20-1 76
<br />Illaltt I yN/yyAtlL,R(/OArt
<br />Wy,TEA 5My IJYr. rc
<br />, T
<br />eleYT 11 M »
<br />INSTALLATION DETAILS. F9$_QP_llON__# 1 FOR
<br />LIFE SAFETY STORM P�gNFJ.�YS LM
<br />GIr SCREW$ • e" aD •/
<br />INTO EXISTINri.--ODWOSTRUCT-V-PU
<br />...__
<br />-
<br />1 IR rn "'PLADED RAEIMTOM
<br />TO 4}ww Raw ."ER
<br />It,
<br />/
<br />E01
<br />I
<br />I '
<br />_
<br />-_.-
<br />E0,
<br />Eo'
<br />NCGIr[D
<br />I
<br />�
<br />�
<br />-
<br />RWOL LO%I�rIEMCR
<br />R•IXT WOAr! AO[R
<br />r/YIBL (Vp1r {y
<br />2
<br />I
<br />ALTERNATIVE 1
<br />ALTERNATIVE
<br />sm b 941
<br />W SN[ET I.
<br />SEPANATON
<br />i
<br />I
<br />10 ouAbT
<br />I
<br />_
<br />EO
<br />LG
<br />i
<br />EO
<br />L_ .�..� _.
<br />- -
<br />I
<br />I
<br />I
<br />ELI
<br />- -'----',
<br />WOUo
<br />-
<br />I l
<br />I 1
<br />I
<br />t •..
<br />I
<br />ALTERNATELY
<br />cn
<br />, aounm
<br />!
<br />ALTERNATIVE 4
<br />2.4 tt
<br />9C.I , I/2•
<br />P• Y oL r/
<br />• TN.LK M7RAlION d1
<br />I
<br />+
<br />�_
<br />111. AOID O
<br />v',0.5/5' Lord WIM!I wsDNG W/
<br />SL • r OG OR
<br />,/rA-20.T MS.
<br />- ,/.-.-20 F,NIL& U rIMG* oar ALTERNATIVE
<br />WOOD FRAME CONDITIONS
<br />�{,EO I OCATIONS
<br />dE AN LLSCfZ 3aY
<br />pmawn K. • v O.C. W/ 1 1/2• MR.
<br />nMFA6m PENtt.ATON to txritPc roan
<br />[E•A L I/w . 1'
<br />�l I.J-Q�ITING INSTALLATION
<br />Pun
<br />w1E SHlnl[R IRALIO6 K7 T. TW.l IOR
<br />,auluuNq"
<br />..........
<br />P
<br />ALTERNATIVE
<br />iW
<br />Al
<br />tYALI: sn• ,•
<br />J GENSE
<br />c 7
<br />No.
<br />FLORIDA BUILDING CODE (Nigh Velocity HurrIran* Zane)I
<br />*i •'a,
<br />a2D7° n'rcO' •` 20 GAGE GALVANIZED STEEL STORM PANEL �fD, In.
<br />T
<br />rSr.5. -720II(AIIS ALE ONLY NEVAUD FOR eu DOMMUP 7 OF- ASD otvoN _aDs w
<br />9]T, ->20 Iwr AND INULL'S LGIIGTN LP ILA OF- 0-
<br />r0
<br />:
<br />,
<br />'�E � O GLOBAL PROTECTION PRODUCTS, I.M. 'T/d�a
<br />1
<br />2.
<br />FOR NEW WOOD fOLMA CONSTRUCTIOK TOODD ULARIERS 10 BE SWFKAN
<br />PIN( NP_ 2, Y/ SP[Clrl[ 0[Ns-TY Or O.PA ON [DIME
<br />ry FS'-•• •• /
<br />�N, S1 AL
<br />-� • 4e1K 6OF 5' STREET
<br />l o-F� NWM�Oro cp/PAWr WARN n. w1.
<br />20-176
<br />NI IIMNtW\ / )
<br />PL 9fAl/SOwnlRE/wix
<br />,:.,, U •+AN rr uN�M u� :,MINI - P14w 1,S4Nm >D45. IAr. (tlN)4m e»t
<br />' I D.u•1HM No,
<br />U-ONMTID _
<br />WNI(R A TLIn A. PL -.-�`•''-M NE[1 IS M »
<br />nW
<br />W
<br />>
<br />W
<br />C)
<br />O
<br />0
<br />CL
<br />_0
<br />j
<br />Q)
<br />O
<br />O
<br />O
<br />6-
<br />O
<br />W
<br />Ca
<br />=
<br />O
<br />LL.
<br />.1-
<br />CC5
<br />N
<br />\ A.!
<br />O
<br />^,
<br />O
<br />O
<br />.�
<br />���
<br />VJ
<br />CtP,1
<br />_11�
<br />N
<br />�N+p
<br />N
<br />z'
<br />cr
<br />U
<br />C
<br />1 C'^:
<br />N,
<br />V>
<br />7 CD
<br />Q
<br />4
<br />GO
<br />Y
<br />L2,I
<br />r�
<br />lq
<br />) CJ
<br />-
<br />U .9)
<br />[.
<br />Ccm
<br />N �
<br />C E
<br />N Q
<br />u
<br />G,
<br />L
<br />�
<br />0
<br />C/)
<br />CDL
<br />0
<br />CzI..L
<br />0
<br />CU
<br />cL)
<br />CID
<br />Q
<br />Z
<br />Z
<br />Q
<br />nJ
<br />LL
<br />SHEET NO.
<br />SH 1.1
<br />
|