|
z
<br />WALL AND FLOOR MOUNTING IN51ALLATION FOR
<br />1�11 .■ii�Ilr�ItM1il11� �'_�
<br />>I z1 _ 1 � t GOAL + , � 2rt:.•rs3■^erwnr:.RrnRr-:.M�Mr¢sI1wMM• `I/YEMte" 1XRnt At .
<br />l6, St! Y me,
<br />2 AEA
<br />LFw G0Nr41A515.
<br />MULLION SCHEDULE
<br />0,W,."MULLION
<br />REQUIRED Wn.
<br />SPAN (FL) '
<br />TUK MULLION "
<br />4 4'-e
<br />2" r. r . I/r
<br />r 4'-5' m 5'-r
<br />2" s 4" a 1/r
<br />s 5•-e" TD.s-ta,
<br />z'
<br />: 2•s 4`X 1 4'
<br />V*M A A I)
<br />r r IMM.
<br />:ECRNNS ,, 3. A 4
<br />aMcr +
<br />• SP VKH� FOR S. 'PRESSURE RATING
<br />MPS +56.D I.r2OX
<br />}.
<br />SEGSION T ORENTO
<br />SOME 3JB=1'
<br />NMTE. MUtIAON CAN ALSO BE RNUMAW wJ0 SHORN PANELS ON TOP
<br />OR SQTTQM 50 THAT n S LOCATED AT r� OR BOTTOM OF OPOONO
<br />(Ot& PIVN€f. DPENNO WJ mBE MNF A BOTTOM)
<br />I "i"If RINI I'll I ,
<br />WALL NOLMNTL!+3
<br />INSF L 1 AT(GN - ALTERNATIVE 2W
<br />SCALE TIN' . I`
<br />NOTES:
<br />T. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO B'-B
<br />2. FOR NEW WOOD FRAME CONSTRUCTIQN: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUfr ANY
<br />CONCRETE ANGHpW5
<br />(SEE 5CHIGX E ON-\
<br />SHVET 14)
<br />00MOR E ANCHORS
<br />WE SCHUXIIE •^\
<br />OW 14)
<br />POURED CONCRETE
<br />r
<br />�Na�rA�r o Evglr
<br />TUG s 1z Vz o,c.
<br />J#R�R iw/sPtFLfluss
<br />O e ALE f D.L. W
<br />e , L•a!
<br />CEIL.111O t FLOOR MOUNTING WALL. R am 11OUNnNG
<br />INSTALATION - ALTERNATIVE 4W INSTALLATIONS - ALTERNATIVE 5M/
<br />(SECTION AT TOP IS UMfTW TO +55.5-67.0 MAR. SCALE: 1/4` /'
<br />A.S.D. DESIGN PRESSURE RATING)
<br />3141' 1/4' . i'
<br />w Yr'iri nngnY f
<br />Srw a II 1 am
<br />6 1 Roo
<br />S.e
<br />II MaMN AUG+m
<br />Y�irw A�4i.,tle+•..c
<br />rGO ILIWP afBl
<br />FLOOR NOUNTiNG
<br />�STALLATION - SE
<br />W AIE 1/r - T'
<br />ffiliurl
<br />.
<br />14■unmmnnnm■mmma
<br />r�■9Ra■i1Lll
<br />- esteems;i,
<br />I
<br />IN
<br />t
<br />s■■�■�
<br />�teREi■■■■roe■■■IER�INperIN
<br />%� {. :.,..-i-
<br />SREEF ta) ,. PdIREO CAMMEE J -/,_
<br />WAu. CR 5(}e
<br />rA'L OQNpiRpF}
<br />At&UINEO
<br />Oen1. C01CRElE ANCHORS j i•-: �/
<br />0N-'(j
<br />(SEE 5oN"AX j
<br />SHEET 14)
<br />CITING IN_ TIO u N w u
<br />4?AU ALL D FLo NG 1
<br />NOGG Li.®
<br />SIGN
<br />.ble+LlJ
<br />.I���T1t��E � _TOR ._,lZlli�il__IlMSTAL�A
<br />""'..S MOAN i SCALE-* 3/3' a 1^ - K=N 2 SCALE: 3/B' - 1."
<br />h((j CNI Lrs_ Atrt! SiE 8M, PAIRE1 SYSTEM INSTALLATION
<br />T. LIFE SAFETY STORM PANEL CAN BE LOCAITEO AS AN ENO PANEL (FIRST DR LAST PANO,)
<br />OR AS AN WEdWR PANEL (ANY PANEL LOCATION IN BETWEEN ENO PANELS)
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ANIACEM TO REGULAR PANELS
<br />(W/ OR W/O REGUAR TRACKS.)
<br />2. LIFE SAFETY PANEL CONSISTS OF O,G"* GALVANIZED STEEL STORM PANEL AS
<br />PER COMPONCHT , SHEET 2 OF DRAWING.
<br />THIS PANEL ITSELF TO LTE ADMOWD OR INSTALLEIG FROM THE INSIDE OF
<br />STRUCTURE.
<br />3. UFE SAFET'd' Phil¢ REQUIRES TOR TRACK TO BE COMPQNENT�& BOTTOM iliilOK TO
<br />BE COMPO @3AS PER SHEET 2 OF THIS ORMWNG.
<br />AAANNNMITII
<br />�.A�tiA?;:.4„
<br />COMPONENT BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECMONS 1 &
<br />2 ON THIS , AS WELL AS DETAILS I At 2 ON SHEET' 14,
<br />+�\r �cEN;
<br />♦. MM. LENGTH FOR CWPONENi ®K 15'.
<br />MIR, ANCHOR SPACINO FOR CT)j,FPOFIENT ANCHORAGE AT BOTTOM LS GIVEN ON
<br />SCHEDULES 1 & 2. SHEET 14,
<br />COMPONENT®MAY BE PERMANENT OR ROAOVAEILL
<br />,*
<br />5, SEE DETAILS FOR INSTALLATION INTO WOOD MARC BUILDINGS ON SHEET 15.
<br />HE SEE SHEET 4 FOR DEAL APPUC'ABLE 70 THE AICM5SITY POR THE INSTALIATON OF
<br />SPACERS AT TRACKS INSTALLED AO,IACENT AND BEYOND TO 57UCC0/WOOD iSAI"S
<br />AAAA4
<br />Auu.
<br />L-W/a,
<br />VA, 2ya 3/4 OR
<br />4/4 L
<br />PM. x; � jrw/ts �
<br />�►t. � � iw/15
<br />olte E SAE PITON !
<br />I --I 1)N LIFE SRHTCM PANEL 4�
<br />AREA WIND UFE SAFETY PANELS
<br />LOCATION OF UPE (SCE Am 13R.OW)
<br />---�-----_- L. REGULAR PANELS Wj OR -------�•�-...
<br />SAFETY PANEL -^'L
<br />W/C REGULAR TRACKS
<br />(SEE NOTE T
<br />BELOW)
<br />s LAST PANEL P TO BE RASTA U.EO AS
<br />LIFE SAFETY S7tKa1 PAltA OPENRIO SIMLL
<br />ALWAYS BE W REARHANDLE
<br />TO FAC nAIr II�AUAQN r IT
<br />ELEVATION
<br />TO BE OR REMOVED FROM INSIDE
<br />SMICTM
<br />SC" 3 --1•
<br />/37
<br />In" Mow OAW y �+
<br />t. • 1 • T/ .�w«
<br />1
<br />r 1NNFUS. s iALw-P LO -
<br />SFL NOTE 1 AT t7O EANFIl.
<br />5fE NOTE ,)
<br />SECTION 8-8
<br />SCALE
<br />MAXIMUM A.S.D. DEC[GN PRESSURERj�T NO (jujI.) AND CORRESPONDING
<br />MMMilM PMEL LENGTH -L" SCHEDULE
<br />Arum uedT nf,T! a,er
<br />MHIAII At0.
<br />M4s.. LENGTH
<br />i&2L ° }
<br />SEPARATION
<br />�° G.ALY
<br />PMRI
<br />GgN07FARN
<br />�. am
<br />+55A -72.0
<br />7'-r OR I=
<br />2 1/4'
<br />UNSOLTEO
<br />1 79" a A 7
<br />sls' 1. -72q
<br />>Y-T TO W-6' Mow
<br />2 3/4'
<br />UNBOLTED
<br />1 TRW 5 t 7
<br />+35.0, -72A
<br />ae_r m 11'-2' MINA
<br />3 1Jr
<br />• 9191114M,, t
<br />e
<br />+43I, -4LO
<br />12'-4' OR LESS
<br />3 1/r
<br />' 2O a Af l"'AWTH
<br />d, Y d ,O
<br />�.IM R/ +14'1-30.:1' SS, MS. A WOW AT PIEIBlP t AMIRGIN OF WRa
<br />NALIO ONLY FOR PANElSM& Q41SRALLATIONS AS PER SFCTONS , TNRU 7. ON SHEETS 4 A S1
<br />MAXIMUM DSO.
<br />OLTIGN
<br />PRESSURE
<br />RATING (IxA-)
<br />N+tlfINW 41 "ORS SPACM FUR CO. + 3 1/2 +'
<br />APPUCASEtTIUAELE !I o
<br />ANY CO*W411*..
<br />(w roof
<br />WX.AIM PAMM
<br />MM. V (e.)
<br />UPWR
<br />CF TAP -GRIP
<br />U' LK-IN
<br />AMOA M FINIME D
<br />PARHAM
<br />EURI
<br />70 CONCAM
<br />CONGR TE
<br />10 WHO=
<br />OgRMfE
<br />10 CONCRETE
<br />ICI m
<br />10 C0Nt7 m
<br />0"CR M
<br />m owalarm
<br />r.
<br />N/A
<br />NIA
<br />NJ.1
<br />e'
<br />N/A
<br />N`
<br />NSA..
<br />a'
<br />WA
<br />H fw).
<br />e^
<br />5
<br />N/A
<br />il%A
<br />e"
<br />e•
<br />?"
<br />M
<br />ar
<br />6'
<br />1 (B01TOM)
<br />I•
<br />N/A
<br />N/A
<br />MIA
<br />r
<br />N/A
<br />I'
<br />N/A
<br />r
<br />N/A
<br />2 OOP)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />a
<br />N/A
<br />5"
<br />N/A
<br />r
<br />N/A
<br />2 HIMID4
<br />+'15A -72D
<br />e'
<br />N/A
<br />MIA
<br />N/A
<br />e'
<br />N/A
<br />e'
<br />N/A
<br />e•
<br />NA
<br />3 A 4 (TIN')
<br />7r-6' OR LESS
<br />OR LESS
<br />or
<br />5'
<br />N/A
<br />N/A
<br />r
<br />e•
<br />1•
<br />6^
<br />r
<br />r
<br />3 isonOM)
<br />IM
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />"A
<br />r
<br />NIA
<br />7 (WN1).
<br />Ir
<br />S"
<br />N/R.
<br />N/A
<br />r
<br />e•
<br />1.
<br />r
<br />r
<br />e"
<br />4 & 7 (BOTTOM)
<br />N/A
<br />R/A
<br />12 1/2•
<br />a 1/4^
<br />12 1/2-
<br />6 r/4"
<br />a Ile
<br />6 1/4^.
<br />a "w
<br />5 1/4'
<br />S (MP/S .f161)
<br />SE SHEEq TO A I FOR Aim TN$: A SPICING FOR ISTILLAIBR6 INTO MOOD, IRATE eAOVN.
<br />XGNLiTEO SONI9XAE A9JIPC ANIE°3ipS11 ED, LESS
<br />SPACING eY MLTPLTIN6 SPAC616 9FNWM WH SCIROUAE BY
<br />THE FOLLOWING PKISRS, FOR TO OPERATION 70 HE FO561RE, RFA4OFD SPACING 1RRARL9 IISI/O FACTOR
<br />SwAU, NWT K LESS TIN MINMUM SPACING PRIW IM FOR VM H W-40M TYPE AT ANCHORS LEOERO.
<br />7/41
<br />1J+S
<br />r/4i
<br />MIRIOR. TV&
<br />,tANAL
<br />TIPCbN
<br />of TAh-NP
<br />-�
<br />�
<br />-1J4"+
<br />' dNN6"W
<br />-.1i4�.
<br />1tlIO+ST
<br />01 PROM 1PA91MN. OM)
<br />3
<br />3
<br />3-
<br />3
<br />1 ,/I
<br />3
<br />_'@AUKS w *IRowR 00
<br />1
<br />3
<br />3
<br />3
<br />3
<br />3 ,n
<br />15GAFY1 daon4n rdt BA3
<br />3'.
<br />s
<br />3 to
<br />S v%
<br />4
<br />3 V2
<br />y.
<br />+m
<br />Tab
<br />,ae
<br />.Ms
<br />1/4• ID.. 5/B- I MI W/ INSTALLATION
<br />-DETAILS FOR• UQULAR P N�
<br />EI.S - do a
<br />t/4-r-LENGT 5S M3.Ir 6 1/4' IT1R
<br />AND B 1/4' O.C.
<br />LENGTHS 01
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />IN L 7 V-r
<br />F0A Ll716116 UP TO !OR N30AR jl4 S 0
<br />J PNFLIIATE FEMALE O OR PAtELW7E PUT. •
<br />l+.'• 12 t/� 0. C.WTOI 1 Ir All THRIAM
<br />' r' RENETRAIIIgN 'PJ 11FAtd'H im ALL LENGTHS UP
<br />r* I
<br />11j
<br />8'-S' Maw
<br />47,vuv.
<br />1
<br />1
<br />I
<br />AL*gRNA7NE 1 W
<br />� 2W
<br />T--
<br />-
<br />SCALE 3/&.)`
<br />LIISCE
<br />SGY 3j6e1'
<br />i
<br />f
<br />SEEi
<br />a
<br />I_ 8tE SL %M1 ON S11FF1 e I
<br />FOR � 1fOX
<br />OLASS-
<br />ON ' �
<br />7
<br />JI
<br />I
<br />EO
<br />EO. I i I EQf
<br />r(
<br />EO
<br />i
<br />5 E01
<br />WIXOM
<br />i 1/+^ LD. • bJe' LONG BRAS IMISNtll16
<br />YF/ 1/r'Y-2Od.• SS. MS p d 1p• GO,
<br />FOR POOL. UwGOfS UP TO 5=0' AND e
<br />t L N
<br />� Geu AWIp N r
<br />,
<br />OX, FOR LETWHIS UP TO W-e' Mon.
<br />�U4 To PANUAI 1EMENTHE G OR
<br />1
<br />PAMELMATE PUT$ a 12 F/2 t5 0. wTM 1
<br />9
<br />,, F i
<br />, /� CAR I
<br />.-_
<br />ACT, 4w
<br />,..: ( r, MWn ttNIFADEa pEFECRI,TDN Aro
<br />{ i M ORHi OF E%tGTNO HOOD PLATE POA
<br />SIT`'"?
<br />`` t
<br />,e• 2'44• PLATE 1 a
<br />A MUNIM W RATE
<br />SCALE 3/e.T• -
<br />IrltSry�E
<br />SCALE 3jIS+T`
<br />, t'I
<br />S ALL LENGTHS UP TO N=e` Mm.
<br />,
<br />ST�io�E� ANCHOR'T
<br />FIRAME
<br />SH
<br />UN
<br />SALJILCAiE. Sj6."t'
<br />SCALE 3/e.l'
<br />NWIA41tNNIFNM�. .
<br />Y4Q ,TIi.�/T
<br />tN..iNSTALLMNS ARE ONLY VALID FOR BUILDINGS MTH A.S.D. DESIGN LOADS
<br />�4
<br />UP TO +55.5, -72A PSF AND PANEL'S LE TH. UP TO B'-B`.
<br />.3�,•'
<br />FLORFDA
<br />BUILDING CODE (Nigh VelocityNu
<br />cons Zone)
<br />2. FOR NEW WOOD FRAME CONSIRUCTfON: WOOD MEMBERS TO BE SOUTHERN
<br />PINE N0, 2, Wj SPECIFIC DENSitt OF 0.55 OR EQUAL-
<br />= t MO.. ��: _
<br />am TLC, ; -
<br />20 GAGE GALVANIM STEEL STORM PANEL
<br />F,n
<br />OWN or,
<br />NnTF FOR COMBINAT ON OF errT aNt:
<br />s 5t
<br />5'%•, Fj t�i
<br />- `- E ~ M ENC..
<br />-
<br />L�_:1PIA
<br />GLOBAL PROTECTION PRODUCTS. U.C.
<br />4MG VC 51 STRW
<br />TOP & BairaM MOUN7TNG5 CAN BE
<br />iN ANY WAY TO SUR ANY
<br />�, ,, ,
<br />Et1 ••,•'fy
<br />YyA (
<br />E+m,G E WGI LGM► NY
<br />3R. YI,nM Aa14F
<br />.,F,At-nW.Fe., Oral+y-,m,
<br />DkAFa A4 375i4
<br />PHONE.(454ygeI-.75+'q. TM. 1'I+4)4II-6YYtCOMBINNEO
<br />`la-`t76
<br />)NSTALLATIQEL
<br />�AAAIFNI H,HA+A S #At/SMbM,tGPE/P+1E
<br />w-°m6FrI
<br />DAMMING tlo:
<br />wK1ER A Ir4 Ps
<br />. m „-s -
<br />n 1r m
<br />STUDS 0 EYBR'.
<br />OVEERw
<br />m 2�1/O2 F
<br />IN
<br />1
<br />imilbl'i
<br />a
<br />A^9. _ eL Ile. ,.tA (� •L^ ;�d - • . I. i.
<br />0 ALTERNATE
<br />STUDS O
<br />{12 1/21 0. C,
<br />TO HOLD F
<br />5/a' w,, {{CASE 1)
<br />3" MIT. (CANT 10
<br />MAp
<br />PR[SSLME
<br />lA .W
<br />wo.
<br />CF TAP-pqP
<br />PROWIE HOW o
<br />HMHiMA1E RUX
<br />M
<br />COMBINATION
<br />OF iNY1i
<br />mom" PANEL
<br />L m V (fLI
<br />;?7NppEtE
<br />&DCK -CONCRETE
<br />lO
<br />COMCaRETE
<br />-
<br />K M
<br />TO
<br />CONCH1EtE
<br />CORCICRETE
<br />BIOCIf
<br />A
<br />Ow"SC,
<br />MOCtI
<br />19
<br />CONORETE
<br />ALOCA
<br />r
<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 & 2 (TOP)
<br />+55D. -72.0
<br />g'
<br />7'
<br />e`
<br />9`
<br />B'
<br />9•
<br />9`
<br />3`
<br />9'
<br />9'
<br />1 (BOTTOM)
<br />5-0 IXt 1E55
<br />6-
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />6^
<br />N/A
<br />r
<br />NIA
<br />V
<br />N/A
<br />1 & 2 (TOP)
<br />+55.0 -72.0
<br />B'
<br />W,
<br />7% 1 2'
<br />B`
<br />B"
<br />B"
<br />1
<br />6'-O' TO T-r
<br />+550 -?zti
<br />6'
<br />N/A
<br />N,/A
<br />N/A.
<br />6'
<br />N/A
<br />5"
<br />VA
<br />6"
<br />Nf#
<br />1 & 2 (TOP)
<br />71-6" TO B•_ti"
<br />B'
<br />S`
<br />B"
<br />6"
<br />64
<br />a`
<br />6'
<br />B'
<br />1 (BOTTOM)
<br />MAOMUI ASA
<br />DESIGN
<br />PRE55VRE
<br />Yr.
<br />I (Sol° a VW W� FROM LOP W NQU)
<br />OBE A IRON e r W nU I P OF AMTUO
<br />APPLIGBLE 1a
<br />6ECOON5 o &
<br />{AOF �NATIO
<br />EM
<br />i"MUM PANEELl,,
<br />1a
<br />449-2 -6T,`3
<br />3 % 31
<br />4 1 2' 4 T Y
<br />2 (BOTTOM)
<br />Te OR Lk�S
<br />+52.6..-56.0
<br />3 ! 3"
<br />4' 4*
<br />2 (BOTTOM)
<br />7-8` OR LESS
<br />+55_0 -72D
<br />2 1/2" I 2 Y/2'
<br />4' 3. 1j2"
<br />2 (BOTTOM).
<br />7"-e OR LESS
<br />+55.0 -72.0
<br />"+ T/2• ?. 2 1/2'
<br />N/A N/A
<br />2 (BOTTOM)
<br />7'-e TO 8'-0'
<br />+55.0 -72.0
<br />N/A N/A
<br />3` I r..
<br />2 (BOTTOM)
<br />Min
<br />OR O I SOHEWAE SCH@ULE y
<br />E M SPACING
<br />Maw ANCHOR
<br />SPRANG SPACING
<br />'*-•----- 1`-3' Min.
<br />AIL 2 N�IWGINTA�TI�N4(APPUCOLEH SCHEDULE 2)
<br />SCALE 3/16' - I'
<br />MAXIMUM A S& DESIGN PRESSURE RATING s.f) AND CORRESPONDING
<br />IAXI►/Ur� PANEL LENGTH -0 SCHEDULE
<br />LL(`.ABLE GAILY i0 tA`TtYrNc t A 3 IAON`.Aiitt fCY1 (,�sififf' tt(NFM PAW!
<br />, 0)LS 73i.
<br />14 RgMI"OL4�Wi N
<br />�.4.'.7
<br />Wk P�LN6�L7OiGM
<br />fSa ffiEGrCrIS)
<br />� 1W O a
<br />nr +
<br />AMS.eI -H2a
<br />r-s^
<br />2 sY4•
<br />MArIat1FO
<br />SEE SHEET is FOR ANORAK TYK A SPACING FOR MSMNAATIONS INTO NW0 FRAME BUILDING.
<br />MWNRIM ANCHOR V% M6 00 NRNYUA EDGE OSl'A1NCE APE INDNATEO ON THIS SCHEOtME. FOR
<br />ED. LETS TNW INOIG7Eo ON 91=" REDUCE AAlNce PAC"BYMNLTIPCYING SPACXG
<br />"" ON SCMECUE BY THE FO1LOIING FACRIPS. PION TOO OPERATION To BE PEE
<br />REDUCED SPACING off!"M USING FACTO.T SNALL NOT � X" THAN MRI" SPACING
<br />ROCATED FOR PMa1 MOM TYPE AT ANCHORS LEW&
<br />iNPls'1Y
<br />rAIORf
<br />TN rAP•RYP
<br />ETC
<br />nu" III
<br />•.
<br />ftul
<br />OMA-N:
<br />Rn M W44 VAgRN
<br />3
<br />3
<br />3
<br />3
<br />2 in
<br />AMMA.ne I} 0A)
<br />'a
<br />3
<br />3
<br />3
<br />3
<br />ILa MA•N eaa.1MG.
<br />3
<br />.1
<br />A 114
<br />3 1n
<br />4
<br />ALOE LSD. lDIE 0sM■1
<br />ITICOIE
<br />-
<br />-
<br />-
<br />-
<br />-
<br />sG
<br />--E,n
<br />im
<br />(VALID ONLY FOR PAN61.S CN QA� W*JATIQNS AS PER SECTIONS I TKRU 10, ON SHFY:TS 4, 5 & 61
<br />MMMUM
<br />MAXRARH ANCHORS W*m Fn6 ED. - 3 11r - -
<br />A.SD: DESIGN
<br />TAPCCN
<br />-
<br />Cf TAP -GRIP
<br />MGM[-tR
<br />PAWMATE FDA" W
<br />GARELIA E PLUS
<br />SOLD 9E7
<br />APPLICABLE TO
<br />SC &
<br />MAXIMUM PANEL
<br />PRESSURE
<br />FAIT Na
<br />m CONCRETE
<br />- -
<br />To
<br />CONORM
<br />01"
<br />TO CONCRETE
<br />TO
<br />CONCRITt
<br />BLOCK
<br />m CONCRETE
<br />TO
<br />CONIMM
<br />OLM
<br />m COME
<br />TG
<br />CONCRETE
<br />HHOOX
<br />m CONCRETE
<br />m
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />m
<br />CONCRETE
<br />BLOCK
<br />ANY COM&NATdi
<br />OF THEA,
<br />LENGTH L' (R )
<br />6'
<br />N/A
<br />N/A
<br />NIA
<br />B'
<br />N/A..
<br />a,
<br />N/A
<br />o-
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOT)
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />r
<br />6•
<br />6'
<br />$'
<br />6'
<br />NjA
<br />NIA
<br />i (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A:
<br />B'
<br />N/A
<br />6'
<br />NIA
<br />N/A
<br />N/A
<br />2 (top)
<br />5'
<br />A/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />5"
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />55:5. _72.0
<br />6'
<br />NIA
<br />N/A
<br />NIA
<br />5'
<br />N/A
<br />-8'...
<br />S.
<br />N/A
<br />6.
<br />N/A
<br />NIA
<br />NjA
<br />3 & 4 MP)
<br />>7'-5`' To W-B'
<br />OR LESS
<br />6.
<br />:... 4-
<br />N/A
<br />V/!%...
<br />6'
<br />6'
<br />r
<br />8"
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />5"
<br />N/A
<br />a"
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />5'
<br />41
<br />N/A
<br />NIA
<br />B'
<br />B`
<br />6'
<br />1.
<br />8'
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />NIA
<br />N/A
<br />12 1/2"
<br />6 1/4-
<br />12 1/2"
<br />5 1/4'
<br />0 1/4-
<br />6 1/4`
<br />6 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOMM)
<br />1KY0, -53.3
<br />N/A
<br />N/A
<br />12 1/2"
<br />6 1/4.-
<br />12 1/2'
<br />6 I11V
<br />6 1/4"
<br />6 1/4-
<br />6 1/4•
<br />6 1/4`
<br />N/A
<br />N/A
<br />6 (TOP/BOTT(N)
<br />'-5' TO 11'-r
<br />_65A, -72,0
<br />N/A
<br />N/A
<br />6 1/4"
<br />N/A. :
<br />6 1/4"
<br />RIA
<br />6 1/+'
<br />6 1/4'
<br />6 1/4"
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (LOP/861701R)
<br />B'-B" TO 11'-2";
<br />N/A
<br />N/A
<br />NIA
<br />NIA
<br />N/A
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />6 1/4- 1
<br />6 1/4'
<br />B, 9, TO (Top)
<br />4", -48.0
<br />B`
<br />a
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6"
<br />8 1/4"
<br />a 1/4`
<br />8 (BOT70M)
<br />LESS
<br />OR LESS
<br />6"
<br />4'
<br />N/A
<br />]N/A
<br />EN/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/4"
<br />8 tf4'
<br />g (90TTfl}L)
<br />12'-A• OR
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />B 1/4"
<br />6 1/t'
<br />B 1/4"
<br />5 i/4"
<br />IO (@OfiDM)
<br />SEE WOWS %0, 11 AM 12 FOR ARMORS TYPE A SPAM FOR INSTALLATIONS INTO WOOD fRAME WNGORG-
<br />MR RANM ANCHOR SFACNGS AND MINIM DISTANCE ARE INDICATED ON T!� SONEZARS FOR EA LESS
<br />THAN INDICATED Ott SCHEDULE RMXX ANCHOR STACIG BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY
<br />TIE FOLLOWING FACTORS. FOR THS OPERATION TO BE PALE. REDUCED SPACING OETAW USING FACTOR
<br />VMLL NOT BE LESS THAN MRMUY SPACING GNDtC M FOR EACH ANCHOR TYPE AT ANCHORS Lam,
<br />19ivOIM Til'[
<br />IANAL t/A'f
<br />!/4'r
<br />tJ4'I
<br />1I4'I
<br />1/4'I
<br /># L1P.tiRF
<br />O
<br />OWS-Mt
<br />OMID-4T
<br />MIR NNi4M NAC+IW
<br />3
<br />�wrloaTUAs CWf.'M (N,)
<br />3 3
<br />!
<br />3
<br />3
<br />3 1/2
<br />tM.0. AMM
<br />ADULL Ea {mzE 9.EAIW
<br />T A-C
<br />7 C A
<br />-
<br />3 in'
<br />•-
<br />-.
<br />+.lq
<br />-
<br />1,00
<br />IAA
<br />y-ii..-.,r�`V- ` •�,• :• AT M WICTH-0F PLATE
<br />ALTERNATIVE BW DIRECT MOUNT MOUNTI 0 IMAUXION DIRECT MOUNT AWN
<br />SCALE 3/6-11•.
<br />SCALE 3/NM1• SCALE
<br />NOTES
<br />1, INSTALLATIONS FOR ALTERNATNES Ely, 9W )E TDW ONLY "0 FOR
<br />BUILDINGS Willi AS<O) OEWN LOADS UP 10 +43.8, -48.0 ps.L AND
<br />PANEL'SLENGTH UP TO 12'-4'
<br />2. FOR NEW WOOD FRAME CONSTRUCTICK WOW MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />NnTr FTR7 CDMNRA___1 OF +KCtIGNc:
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION,
<br />INSTALLATION DETAILS
<br />FOR OPTION # i FOR UFE
<br />SAFETY STORM PANEL
<br />SYSTEM
<br />INTO EXISTING WOOD STRUCTURES
<br />-:.
<br />-, ,/2 MN= THaWAOEO PpE1RU1ON
<br />i m Ot15TXIG
<br />/:
<br />t
<br />y`
<br />� 2
<br />por
<br />I
<br />t
<br />IYOOD. iffMER
<br />Ft[DtrRENN
<br />1 � I
<br />� �
<br />- "--
<br />_
<br />REOURFD�
<br />R�F9COIIR
<br />7Ja".I31�•
<br />Ws4NGOMp�TTz
<br />--4-
<br />+Jzaa
<br />j � �
<br />�► TER ATi E t
<br />AL�RNATiY�
<br />1 1/d• +Arr.
<br />CN15) ( •�
<br />sJ4-aIH AMCf4NE
<br />To
<br />GET. 1J14)
<br />I
<br />tTfW4SIX
<br />SCHIMIAX
<br />I
<br />I
<br />f
<br />I;eP
<br />To GLASS.
<br />}
<br />EQ
<br />'' I
<br />I
<br />I
<br />f
<br />_ OR
<br />EO �
<br />1 I'
<br />WOOD PLATE
<br />j
<br />L1 WOOD
<br />q
<br />i
<br />} I �
<br />W Nam
<br />ALIERNATIVE ALL
<br />ERNATIVE 4
<br />r I
<br />�I
<br />'
<br />!
<br />,..: ALb.•PTXREAG.D PftiETMARF OR J i Tj2'
<br />I
<br />t/41U.S/9• LONG WA%M L MG W/
<br />,/4'+-•?0PLt• ss. Ms.. R• Gs. DR
<br />ALTERNAZWOOD
<br />FRAMECONDITIONS
<br />INCH L.�AT�NS
<br />,J4TI-2a PANFaw1E rOLME ro oR
<br />.�R
<br />PAMMA1E PUS e r O.C. w + 1/2' NBa.
<br />1 IifdiPA710W ro R400
<br />SCN& }•
<br />WFr10Eo
<br />RAW
<br />NOTE : WITTER MOTS NOT SHOWN FOR MA WN
<br />�L �RTING ,INSTALLATION
<br />NNN011ANN
<br />ALTERNATIVE
<br />1 WNs�`
<br />s
<br />7
<br />FLORIDA BUILDING CODE Nth VelocityNUrTlcone Zone
<br />s * .a =
<br />A7Di0 n1FC, r e
<br />20 GAGE GALVANRED STEEL STORM PANELNOTES,
<br />LRAm
<br />1. 66'FAL ATM NNE CNLY MA FOR BUILDINGS WITH "4% DESIGN LOADS UP TO
<br />+55.5, -720 W AND PANEL'S LENGTH UP m B•-e`.
<br />=b •. SS �� '
<br />�9p •. F� RTO �
<br />4AA A.'••.....• - - -
<br />rf®
<br />/I
<br />��. E
<br />AL PROTECTION PRODUCTS, LLC.
<br />"Gm"'
<br />2- FOR NEW WOOD MARE E'OWSTRUC" Wa00 14ENBF)F5 TO � SOUTHERN
<br />PNE W. % W/ $Pv!IF.' 9ENWIY OF OM OR SOUK-
<br />�NAj ss) Al�
<br />TENTH_ A N__ ANY
<br />4em S.W. 5, sRiEFF
<br />OAYK Ml-M14
<br />FYNANI N 11iNNN ,
<br />wP, AA, N: 1M ak .�w4A awnw R snw
<br />PKAM. (154)SW-7645, F.vt dIO+ -rAIA
<br />2(S-t'/6
<br />N4u r Nxn Arrnme . tti , MIW3 m-,AH
<br />U-mAperfq
<br />m4W aww IIrsF� w
<br />+PSPNIRN Na
<br />P,E lE
<br />wM.TFR A TNIPAT ,N.,,P.E
<br />.:SECT
<br />16 or 29
<br />N
<br />N
<br />N
<br />C�
<br />>
<br />+-I
<br />U
<br />Q
<br />0
<br />Do
<br />4-5
<br />CIO
<br />ICU
<br />to
<br />=
<br />L_
<br />O
<br />ICUD
<br />=
<br />0
<br />0
<br />CQ
<br />LL
<br />0
<br />>
<br />.�
<br />-0
<br />E
<br />T3^
<br />2
<br />`
<br />vJ
<br />�
<br />Q
<br />r
<br />E
<br />r
<br />.T
<br />•'E� !n�
<br />6 _
<br />Q 1,1A
<br />R^�si .1Gn,
<br />q',A 7A1
<br />4-
<br />tv
<br />AD- aM1
<br />AV
<br />Cn.�.��
<br />CIO
<br />O
<br />CL
<br />U
<br />CU
<br />L�
<br />U
<br />■ ■'
<br />/�/^
<br />v,
<br />LI..1
<br />=
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />0-
<br />SHEET NO.
<br />SH 1.1
<br />
|