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<br />i•tA.TPI•L
<br />ll@S
<br />4W. ixN11NO10
<br />Y111.L1E11i SCWE8f1[F
<br />MOF. MuuLKW
<br />SPAN (FL) '
<br />REQUM by i
<br />1L MULLION.
<br />4 4•-C
<br />2' x S' . I/O
<br />i 4"-6" 14 i°.»B'
<br />-..-....2" s 4' a I/r
<br />2`x 4`x t a
<br />1, 3.aa p.art
<br />�N^ tT2.4t ORR7tRp.MTWa
<br />NOtE OMRU BOTTpYNSdY11AT�0 w/O 59pRN PANELS ON TOP
<br />(ONE PANEL OPP" W/.fUTTOP A$ T �j BpTIOM OF 4TMNINO
<br />Wut uOUNTINc
<br />*WALULT#iN - ALjgMEM
<br />SCALE• T/� . I'
<br />N
<br />1. INSTALLATIONS ,ARE ONLY VAUD FOR. BOLDINGS, WITH A.S.D. DESIGN LOADS
<br />LIP TO +55.5. -72.0 P.Ri: AND PANEL"5 LENGTH UP TO..r-8",
<br />2. FOR NEW WOOD FRAME CONSTRUCTKiN: WOAD MEMHERS TO ,$E SOUTHERN
<br />PINE NO. 2. IN/ SPECIFIC DE10TY OF 0,55 OR EQUAL
<br />CAN R
<br />suff
<br />Camm MOON
<br />on SdSN" 4)
<br />omu
<br />RwEE'r t
<br />OOt1C9gM AOMM
<br />goo" ON
<br />PyL= commm
<br />C/INC j�
<br />f/R• OF. Lby1
<br />R
<br />1/2 6
<br />Fps
<br />WALL MQIiNTlwtGi WAN 1 AW mb .AND am MIOUNt' w I t to �►� fi�1L?N
<br />'• AIi+C•TIDN 1 SCALE; 3/8' 1" - sE%TIarI '� sc".. 3/r 1
<br />l�.�s.DR Siff STF' " WgM PANEL SYSTEM INS t+ARON. e
<br />t. LSE SA M STORM PANEL CAN BE LOCATED AS AN END PANEL MnT OR LAST PANEL)
<br />acAmN IN
<br />LIFE SAFETY PANELS MA`S DR MAY: NOOTT W INSTAtliEO ADAACEW TO REAUW6) PANELS -
<br />OR W O R TRACKS.
<br />(WJ / EGUlAR )
<br />2. UFE SOFm PANDA CONSISTS OF MOW GALVATNEQI STEEL STORM PANES. AS
<br />PER WMPONXN(E�, SN 2 OF t1RaWNRG...
<br />LF1`
<br />ITSELF TO $E :REAMtVEO OR INS'GALL.ED FROM THE RRSIDE OF
<br />STRUCPANEL
<br />TURE.
<br />3. UST: SAFE'N'T REOtORES 7DP TARES( TO =COMPONENT a BOT70M TRACK TO
<br />8E COMFOME#RI AS PER SHEET 2 OF THIS T7RAWING.
<br />AY" t
<br />'
<br />COMP+)NEHT�ji Y BE INSTALLED WALL OR FLOOR MOUNTED FOUVMNG 5EC`TIONS 1 a
<br />A '
<br />2 ON. THIS StTEC1'. AS WELL AS DETAILS I It 2 ON SHEET 14.
<br />A Min. IENGTt1 FOR COMP0NEN1®®IS 15'.
<br />MIS#. ANCHOR SPAOMIO FOR Co),tlPONENT �ANCNORArxE AT BOTTOM O GIVEN ON
<br />z
<br />;
<br />WAY IINtRENT
<br />C�S7E�Ni �j f :P� 6R RDAOYAW.E
<br />5 SEE DETAILS FOR iNSTAWAT" WTG WOO FRAME RUflL S ON SHEET 15,
<br />f yp
<br />8 SEE 9HFET A FOR MQL APPLICABLE TO THE' NEOEZftf FOR THE INSTALLATION OF
<br />iAANAr
<br />SPACERS AT TRACTS INSTALLED AWACEW AND EIVOND TO STUCC4/W000 RANDS.
<br />A
<br />$GNE1 1
<br />BCdTLE 1/4'+F" � IS' T
<br />a
<br />y. t f R r1wNnN WALL At UM NOUlR1NG
<br />WAl ilI W - AWINAZU 41E INSUE R AYTCHIt2 ,. ALTEQNiT1VC
<br />(SECTION A7 TOP IS LIMMED TO +36.S-67.0 MAX, SCAM 1/4" V
<br />A.S.O. DESIGN ARESS(1RE 1TATBRG)
<br />SCALE I/r . r
<br />iT
<br />NF N�ir w�r� 1
<br />xnw r IN +
<br />T1ui
<br />x0 ImPI NO+®
<br />�cctW A r •,a.
<br />� Mm�RewVN t>�
<br />1.7 iiOH woUtiitNe
<br />11WALLAT" - SECTION RAW
<br />seam
<br />II�'�Rfi7-�7Afr•�
<br />li i[fiBli 1.l�i�fAIME>fill.fs>fM:�NE €Rli1. Ono 3Ni1 18.
<br />i} L
<br />P4 9FUASWNIIAII/DOF
<br />0=20 ILIEM W-
<br />1� LrE C 01wa,
<br />N{lt., >It Aw m+ws. M1WNa 0.A31+M
<br />Tar -+me. rr; Omt9t
<br />G-OOD6?ts
<br />A 1RJ1T A'. RE:
<br />to BASE CiALVAN(2Ei1 STEEL STORM PANEL
<br />rP
<br />awtw an
<br />aAt PItDTECilON1 PRo11UC7S4 1 is
<br />PHONE. 054)dg7 SFN@(W)M-a7P7 Alm
<br />o+TE
<br />20-176
<br />WwWP ra:
<br />r•r r.r I xa. rr re
<br />+ +>-Fm
<br />12 OF 24
<br />LENGTH = SCHED= '
<br />(VALID OWY FOR *3 RISTAtLArm As m SIB I raw I% ON sNEETs 4 s s 6}
<br />• BO m W/ 1/V'P-.1E T" at NS a IYRNIF a a14 w F WBIIRTR OF NIEL
<br />-
<br />SPAGIWG
<br />SC {EDULE FOR REGULAR WORM PANE�.S M 8 Q INSTALLATIONS
<br />IfIL :IfXIS= CQN0M & ON , e tulK M R _
<br />)
<br />(tAUM7 OW FW PARELs(D* Q6isTALtAR01i AS M SEOTWI6 I HRU 7, WT SHEETS i ♦ 5"AstlIft
<br />TO
<br />TO To
<br />Lam
<br />romw
<br />AAHHINNNMRyA
<br />T#�r
<br />1++
<br />tT,t��...
<br />s�'. tk
<br />FLORIDt1 8U1lDIN0 CODE:.. (HI h Ys4oci NDITiaane
<br />:Zone
<br />No. 4167
<br />TETEA».w
<br />-
<br />� • � �
<br />6AGEp(pSA�yL}YA�IN�iEMDq#STEEL Sii3if PAN�EL}Nc
<br />/Y120
<br />/� TABU t ^'Fit5rcno" (" N
<br />11. 0,TNa.
<br />G1E:
<br />" �..
<br />: 'iM am SIN. M 9IRCET
<br />+Nr Nr.Al.w mWN �. m' MOVE (P608EL�- 373M n�a+s4(E6t -e/w
<br />20-176
<br />NAMNN 4•_ i re
<br />Rr r IttlO b,-N4 h t ORN xn-am
<br />u aoNTtn :s : rrsA .s • w+. .n+.
<br />-
<br />oRwNw Rc
<br />TEN A ISLR * _P,E. - , T w A
<br />YLKT a�.ON afi
<br />M4%RAIAR AS,a
<br />1k1. PT'�l.ENGBN
<br />+S6S. s72A
<br />Yss' DR.1F55
<br />II i/#
<br />+81lOL1ED
<br />t 7}IM! S A T
<br />-
<br />afia6, -?R6
<br />YY-Ri• ro 8`-�8" M.x.
<br />2 3/b•
<br />IAOOI,TED
<br />i TtIOU 6 a7
<br />+as,o =7zD
<br />se` -a' ro ��+�-x• tNr,
<br />'- x tPY
<br />6
<br />rb7Af,-V6O...
<br />eR'-a^ iNt t!`5&
<br />3 a/R'
<br />•
<br />a. 8 R.,a.
<br />1N'tRCN ASO
<br />9ESrUt
<br />RiTa'O (P.#1W.rJ
<br />t+,OMRRi NICI+PRS SW4'tMO PtKi E-6, . } T%Y -
<br />To
<br />�
<br />of Tl�e
<br />AMkWON PA�i.
<br />1° (P-j. '
<br />TAPCgI
<br />CF'DP^1R7P
<br />CKtJ6-91
<br />WfIP#CV9E iONtE Ri
<br />PuAflMR+E
<br />tD CT111CRAT[
<br />�
<br />TO ODNtRC7E
<br />t
<br />rorswmlEtE
<br />CAS
<br />Tn ONRa4EVE
<br />C
<br />ro CITE
<br />4
<br />IV
<br />difA
<br />NIA
<br />N/A
<br />!•
<br />N/A
<br />A1/A
<br />i (TWA
<br />e•
<br />S'
<br />N/A
<br />NIA
<br />6'
<br />e'
<br />4"
<br />81
<br />8'
<br />B•
<br />1 (BOITOMj
<br />Jr
<br />N/A
<br />N/A
<br />N/A'
<br />8'
<br />:..
<br />/1/A
<br />8•.
<br />NIA
<br />F
<br />WA
<br />E-E
<br />r
<br />N/K,:.:
<br />NIA.
<br />WK
<br />8°
<br />.N/A
<br />a'«.
<br />�A.
<br />&
<br />N/A
<br />T ONOITITIO
<br />+SS:S; -72D
<br />8'
<br />WK...
<br />WA
<br />N/#
<br />6•
<br />NIA
<br />S`
<br />N/A
<br />8'
<br />k 4D>?FS
<br />Y-ti OR tES
<br />OR iESS-
<br />6"
<br />p'
<br />1T'
<br />S'
<br />4 a T D1D1TaLj
<br />SEE StiT3 iO A tL FOR ANCMOPS TYPE ASYNWO FOR MBRWATIii¢ diO W�ti FRAIE NMAFIa...
<br />16NMIAt AW:/NP SPACMOS NO LaMRM E09C 615TANOE ARC INNGtOJ 9N 1198 StSRDREE FDR E.O. LESS
<br />i/W1 N4AM1E0 ON SIRE RPAUE ANCHOq SPACpO BY MAAP1TNa iPIOX10 9tOMN of Sw1EDle,E BY -
<br />SNAL6�Ia,'RTNAN N�Ai1wR1 SNIORrO OON:Ap1DCA' TW ANDNDES LitBFAID, F��
<br />AR91.171Pt
<br />-. ,/t"+ 1/a4
<br />1
<br />1/V4 i/4Y
<br />NANOu s TIY-WW
<br />eww-w /pO.Ef
<br />Yn NIatM VlWPIP ads
<br />3 3
<br />3
<br />- a,rT 3
<br />+a+apPBNNa aNmr. py
<br />a a s
<br />s
<br />3 s +n
<br />-
<br />TIT
<br />1w, ..
<br />• S ,fA
<br />ApRK. iXB. pE>i -..
<br />NA�Ie
<br />AO OBt
<br />s+
<br />1
<br />1
<br />T
<br />TO CLAW
<br />Ent ,.-
<br />i
<br />1 f
<br />.I
<br />} i (
<br />i a•' CTk # s/6` LOe#1 BPK1a RUSIWR
<br />.at L121Um uP TO TO *--rP A
<br />1/4` O.A Pq1 CBiDaB OF i0 A`-6" Yam.
<br />> r naE 3
<br />OR fit4.•t0 PAORYRR VEM" .O OR
<br />P.NELME "AS 4t 12
<br />P1OW PtAtEFDR
<br />I
<br />j �
<br />YWOYEti+ Of
<br />ALL Li1iDI1R IT 'O 6'-8' Ymc
<br />ffw
<br />11RiF�T
<br />1. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESGN LOADS
<br />UP TO +5$.5, -710 PSF AND FANET: S LENGTH 'UP TO W-B•,
<br />2. FOR NEW WOOD FRAiKE CONSTR M-. WOO➢ MEMBERS TO BE SOU{HERN
<br />PINE N O, 2.. W/ iFiC DENSt'TY OF 0,55 OR EOCf+1L.
<br />NOTE_ FTlR C.06RBilLAmQJ• N5;
<br />TOP # BOTTOM MOUNRNGS CANT
<br />COMBINED IN ANY WAY TO SUR ANY
<br />s7Ues A
<br />t
<br />T(0t2
<br />K. a t.1 - ,+ 6,.-�Ns t+:� :{•, t+e�
<br />NANd0 ONLY FOR PANELS 6 )a CIA PSDLLIATIONs As PER SECTIDNS i T1RRU io. ON smrm A. s ! BS
<br />MN(MRR MOON 6PACIN FOR EA.. 3 I/2" •• -..APPLICIOUL
<br />mtk OEM
<br />1AI m
<br />OF 1AP-0P
<br />CALK-0
<br />pmau 7E FEMME 10
<br />PAN SIAME Pum
<br />SLRO $ET
<br />SOCTIONIS 0 A
<br />MAMMIAA PANEL
<br />PRFSLW
<br />ROW
<br />(Pxd.)
<br />TO IANCRETE
<br />TD
<br />00mm E.
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />OONGRk'IE
<br />TROC4'
<br />-
<br />TO CONO ETE
<br />TO
<br />CO"CSE7E
<br />BLOW
<br />1D CONCRETE
<br />TO
<br />CCNt0E1E-
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BUICK
<br />SO CONCRETE
<br />TO
<br />CONCRETE
<br />BEOC7C
<br />Mil. WNBNAnaq
<br />OF 1"m
<br />Lmm v P4)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />NIA
<br />6'
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6"
<br />4'
<br />NIA
<br />N/A
<br />S"
<br />8"
<br />G"
<br />r
<br />it
<br />S.
<br />NIA.
<br />N/A,
<br />! (BOTTWA)
<br />S`
<br />NJA
<br />N/A
<br />N/A
<br />V
<br />N/A
<br />6•
<br />N/A
<br />Ir
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />B`
<br />NJA
<br />N/A
<br />N/A
<br />6°
<br />:N/A
<br />3'
<br />N/A,
<br />S"
<br />N/A
<br />N✓A
<br />N/A
<br />2 (BOTTOM)
<br />SSA -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />r
<br />MIA
<br />N/A
<br />N/A
<br />3 9 4 (TOP)
<br />>7'-5` TO 8'-8`
<br />OR LESS
<br />6'
<br />4•
<br />N/A
<br />N/A
<br />r
<br />t'
<br />8'
<br />6'
<br />a'
<br />..r
<br />b^
<br />N/A
<br />N/A
<br />3 (smog)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />N/A
<br />r
<br />N/A..
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />8'
<br />4"
<br />N/A
<br />N/A
<br />6`
<br />5`
<br />6"
<br />5'
<br />6'
<br />8"
<br />N/A
<br />N/A
<br />4 # 7 (sOTTOM)
<br />N/A
<br />WA
<br />12 1/2"
<br />6 1/4-
<br />12 1/2-
<br />6 1/4`
<br />6 1/4`
<br />6 Ile
<br />6 i/e
<br />6 //4"
<br />N/A
<br />N/A
<br />5 (TOP/Wrr( 1)
<br />50.0, -533
<br />NiA
<br />NIA
<br />12 1/2'
<br />6 1/4'
<br />12 1/2'
<br />4 1/4•
<br />6 1/e
<br />6 Ile
<br />5 1/4"
<br />8_ 1/4`
<br />II/A
<br />N/A
<br />6 (TOP/WTTOM)
<br />w -r To 11--r
<br />SSA. -740
<br />N/A
<br />N/A
<br />8 T/a'
<br />N/A
<br />6 1/+-
<br />N/A
<br />6 1/4-
<br />6 1/4'
<br />6 1/4"
<br />6 1/4-
<br />N/A. .::
<br />N/A
<br />a (W/86rmw)
<br />'-e TO 1/'-r
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />6 t/e
<br />6 1/4'
<br />8 1/4'
<br />5 i/e
<br />8, 9. 10 (TOP)
<br />.6A --4aO
<br />r
<br />e
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />r
<br />6 T/e
<br />6 1/4"..
<br />B (BOTTOM)
<br />OR LESS
<br />6'
<br />4-
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6"
<br />5"
<br />6 Ile
<br />6 1/4`
<br />9 (BOTTOM)
<br />12 -4' OR LESS
<br />Ni/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4-
<br />6 1/4'
<br />6 9/4"
<br />6 1/4"
<br />10 (BORCIM)
<br />SFE OtM TO. 11 00.12 PAR ANCHM TYPE k VACWO Nat 0WAL ATIONS WM W= FfA E BU99Bta
<br />W*W16 A10W S WVM AND LtAAMUN FOG£ DISTANCE ARE INDICATED ON TM SCHMUW- FOR EA, LW
<br />TNAN N!IM 70 ON SGRTARE eFDcLY a 0HV0R 3PACgE IM RItATiPLYN6 SMC4+0 411DRN DN SCIIEOME War
<br />TNS L NOT BE LESS TI .FOR DNB O CINO ON TD 9E P ft FACE. NEDMOR VIV AT 0IORS aS1NO.EAC
<br />SlNUL N01 BE 1105 RAW WWMIR_i. 6PAOOIG RNNCAYEO:FQR fAON AN�NOR 1YPE AY ANCNatS 1:EO010.
<br />iRkxm TYPO
<br />1/4's _
<br />_.WOWI
<br />t/41
<br />cr WP Ft
<br />N/41
<br />1/4'•
<br />1/V•tl
<br />CN1L-III
<br />_iJV1
<br />9IXlD-9fl
<br />AN,, Ampm 10N** 0-4
<br />3
<br />3
<br />}:
<br />3
<br />2 IA
<br />3
<br />•+�tl[Psrm Om.s1'0•.)
<br />1#PawM O-d' w k (Ntj
<br />3
<br />3
<br />A t/A
<br />3 1/2
<br />APRMII: HB. om
<br />-
<br />F' Al
<br />T 0 It
<br />3 1
<br />- -
<br />+Ad
<br />-.
<br />+.00
<br />T.O�I
<br />N
<br />c
<br />N
<br />_
<br />CIS
<br />0�
<br />N
<br />U
<br />.�
<br />N
<br />CL
<br />Q
<br />C
<br />co
<br />-0
<br />�-
<br />C
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<br />CC3
<br />O
<br />Ri
<br />"O
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<br />^T
<br />'4-/,'�
<br />.� i M ETA .F•Q $ .�w� INfiCf iSI WCltiti STRi TUNES
<br />iNi (3 EXISTINELS A -A
<br />G W,Qt STRUCTURES
<br />�--s•�1 i c 1 (1 �'-•i •,t1 �i ��.i
<br />°= ^ .,/ IV-10 PANEIAtiIE PLUS f4-tO PAO.CL W/ PLUS
<br />r •„ TtRe ✓ib 1/4PAtwT/E vtu/ Cd
<br />e 1 a' 9.C. w/ i 7/8' �,� 6 t
<br />O t7m» wOOD NFAEB+. I 4r ' 41 PENEIWt1tDN TD P94EIRATM TO w0a0� YNRFA�OiiF PENETRATEIN TO fi•..
<br />E%06RNO W1000 NIA EN. E71Eti(1a W000 MERCER I# - R76sYRKT RrvCOD NEAO6R u
<br />4
<br />11
<br />1
<br />N
<br />i 1 R I t ISaa ma s i 0 It ato • ErIl mO s eh 1 4 3 Avn a 7p n 6 tlA - , ► T/r LN4 ® U
<br />T Aj I WOOD TtEAOER. Z' s r I , i EV
<br />LA -
<br />HUM
<br />cc
<br />- vON1AW0 il w SbR. = ON j I BEE 9040 AE OIL r SEH S 310%.4E ONIPW i N �
<br />MR > A t fOR TOII I r POR SEY1wO1Dtr OtlA ..>� G
<br />ALTERNATIVE 1 W
<br />t �..._ ro M1 .._ , ro ._ tD PtASS. ,. , f w..
<br />......». ..,,....... ..:. ...' Mrst. PANEL 4EN6TN .. . -..--,..-..-., r_;.11-==,.. M.iG PMiE6. 1ENGIH. --.._..�_�..a,.._ .. .. ,' -.�:_.P#N L CruNCny y v C
<br />9 (SEE NOTE i) t/4v-xat" tis (sFE NtNtr tj 1/4*#-=* as. 1 ( E wrr 1) ty e� �
<br />SCAM$ J T' SCALE 1'" ti Y YI/�7JbY� 3 i Y.S tlf 1/LY xr NS Nf 7fE'V s
<br />INSTALLATION
<br />DNfU1P •J
<br />_.,..,:. i ,�� f 'r I ; _.__-__ � .�.__ ' 1_ `� I .tip•, '� YJ N
<br />f
<br />or V
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<br />�- � f .».....•. � t - � L. f } i`V lib SCREWS
<br />Rk q� 0.:--. I 'j j i' 74-10 VANFLLATE PLUS REOU6tE0 -A ,U`'y' t i it 1 a•. =O:) �_. 1- . l "t 'r PE'NETRATION AT
<br />ALTERNATIVE 3W ALTERNA€IVE Aw I T 6 T 4 oN EiRE wiT on e, ' \ ? I l NLDwmN ItF PUTe
<br />SCALE 3J8«1' SCALE 3/8.1' ° ;_ 1 WO WIOTH OF PALE I --`s• cA.�srAO( IF.D SCRINS wJ
<br />MOE
<br />.--1Wtdw�, ATaT111tOF P
<br />NOTE' L SNUTT R TM 16 NOT . C i Y r
<br />SCU.E J/A.1':
<br />s04LE J/B+•1' SCALE 3f6ei`: .
<br />ALTEKNATE
<br />STM •
<br />(1.2 TIr 0. C
<br />Yti }i01O
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<br />SSPACINW SAAi3R70
<br />T'-J' 111
<br />DETAILE FLn+ R i1011NT G 1 . 1 CiON (APEUGABLE TO ZHEDULE 2)
<br />MAXIMUM A.S.D. DESIGN i7� �E f���t ���rl.� AND�UPONDING
<br />MAXIMUM. PANEL LENEN *L" S EDki F
<br />EAPiN+C^�„exF au TO MOWN$ 1 a A L O O POB,II w canna ryp t
<br />! NASA
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<br />to
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<br />N/A :
<br />NIA
<br />'A
<br />6"
<br />N/A
<br />r
<br />N/A
<br />6"
<br />N/A
<br />1 & 2 . )
<br />-"%0. -720
<br />8'
<br />7'
<br />9`
<br />9-
<br />9'
<br />9'
<br />9"
<br />9`
<br />8'
<br />B'
<br />1 (807TOM)
<br />5'-0' OR I=
<br />N/A
<br />8°
<br />Nla
<br />8"
<br />:A
<br />N/
<br />1 Al x (TWA
<br />+56R) -72.0
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<br />8`
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<br />7 t/2"
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<br />9"
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<br />5-0" fi0 7'-C
<br />6'
<br />NIA
<br />NIA
<br />N/A
<br />6'
<br />N/A
<br />6`
<br />N/A
<br />+55.0 -']x0:
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<br />T-r To W-r&
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<br />49:2
<br />4 1/2' 4 t/r
<br />2 (BOTTOM)
<br />T-8` D<2 LESS
<br />+52 B -66.0
<br />3" ( 3•
<br />I 4"
<br />2 00110m)
<br />r r OR k s
<br />+IWO -72R7
<br />2 i/2" 2 t/2"
<br />4' 3 1J2`
<br />2 (BOTTOM)
<br />7' 6 OR (cox
<br />+55,0 -72.0.
<br />2 1/2` 2 1/2'
<br />N/A N/A
<br />2 (801TOAO
<br />7-5 TO
<br />+55;0-72,0:.
<br />N/A l N/A
<br />(BOLT
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<br />8'-A•
<br />= 3/P
<br />_ U+INAt{4.
<br />SIDE OW 16 FOR AR CHM TYPE w'VMM NUR 0wrA4 m INTO WOOD ERNE BUEskPtP:
<br />ROAIIUM VXWR SPACAOS Am NINEOAI an OWNWt ARE WP0pTE0.TM 01. SCHDARE. FOR-
<br />LO IRS Imm rawm D aN somas "EDUCE ANCfOR wmm 6Y MLONL"4 SPACNgb
<br />SHOWN ON SCREOME E THE FOUVem nkcra . POR Rat OPERATION 70 W PD$i�
<br />RFDL+CO7 SPACING OBTARR.D Lac FACTOR W W L NOT E LESS YHAAI W " WAOWI6
<br />A6NOANEO Off B1CR N00 TYFE AT AN010 CEOENa
<br />A►ilOR TOE
<br />114%
<br />1/0*
<br />I N- :
<br />1/4
<br />WOW
<br />LAP-4!P
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<br />J6444;
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<br />Ito.44161
<br />1
<br />1. RISIALATLONS FOR ALTERNATIVES 8W, 9W & IOW ONLY VAUD FOR
<br />BUILDINGS W M A&D DESIGN LOADS UP TO +43.% -48iO p,R:T, AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEWEfM TO BE SOU714ERN
<br />PINE ND. 2. W/ SPECIFIC DEPUTY OF 0,55 OR EOUAL..
<br />tNaT� �(t r�,Nap�pE crcTioNs:
<br />TOP a BOTTOM MDURT94GS CAN BE
<br />COMONEO. IN ANT WAY TO SUIT ANY
<br />t
<br />INSTALLATION
<br />�TI�I�F�RTO
<br />ION 1 FOR
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />1/41- LAG Sm" t r a0. w/
<br />EXISTING W�O::5Ii�GLL.
<br />RES
<br />-1
<br />I
<br />+ Ir
<br />k1
<br />t
<br />, Ljjj
<br />I:
<br />OR
<br />1
<br />I
<br />;
<br />flIJER
<br />AN TIVE i
<br />ALTERNATIYE 2
<br />4I4�ti'/MAeCxtEalrlEwmc 'Fv
<br />I
<br />I 1
<br />i
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<br />i WOOD BATE
<br />A1YO
<br />8 r n
<br />lALIERklAT
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<br />ALTER►�TIYE 4
<br />VA E" It IO0,
<br />TRW/ I iA-
<br />Lc.--
<br />t/4'La4WLWa BIAi"r/
<br />I
<br />CONDITIONS
<br />T 4'F00 PD*rN70,WLi ti111L4 O'W
<br />AL '.
<br />. -
<br />f3UlEtk4'I# rkm f C 03", WJ 1 ,/2` OA.
<br />TNgFA0E0 PLOKTRARIm TO E,05ONCROOD
<br />gp� �..r:.t"
<br />PWl[
<br />NOTE : SNUO,ER TRIM MT SIOWN Fat CLAIM
<br />ALTE@[A'[]YE 1
<br />tat�Es
<br />1. B✓1.TALIATORL4 ARE ONLY VOA) FOR 6VIL110 OS' WrW A.S.O. OLgGN LAWS UP' TO
<br />tSS 8; -x2a W AND PANES$ tOW)i OP TO 8'-B.
<br />2 FOR NEW VOOO FRAME CmemicWtA Am mmwts TD BE SOLID m
<br />PATE W. 2. w/ SPECIM OEN47Y or am OR Saw_
<br />W
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<br />We
<br />G
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<br />Z
<br />Q
<br />J
<br />SHEET NO.
<br />SH 1.1
<br />
|