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<br />, , .. i .'/ r. 1- 1• taut.
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<br />x rum Baas
<br />SEW".
<br />. __...
<br />1/4-
<br />W6A.
<br />Irl
<br />.Ybitifi,RiYi1
<br />SCALE I/4"++f"
<br />PNE LGIAItIq,D
<br />►fULLJON SCHEDULE
<br />Mon L-JLL10N
<br />REOUIRFD Ma,.
<br />SFNI (FL) •
<br />TURF MULLOM -
<br />4 W-6"
<br />2' a 3' z 1/T1'
<br />A V-e To V-w
<br />2" A 4• A Ile
<br />} W-w To 4•-f0'
<br />> a'-10• TO 8*-S'
<br />2' A B' A 1/6•
<br />14 ,, 5. l a Apt YALq i' D
<br />TIR3E' OREMEO:.
<br />SECTICiN i TO
<br />SCNE 3Je=1•
<br />NOTE: MULU N CAN ALSO BE SISTN.IEO W/O STORM PANELS ON TOP
<br />OR WM 30 THAT IT IS (OGTED AT TOP OR BOTTOM OF OPENING.
<br />(ONE PANEL OPENING w/ TIiBE TOP t BOTTOM)
<br />MAYi►11;1
<br />. ,A-S& t}E IGN . t URE 13MG (RAj D CORR
<br />MAXIMUM �'MEI I��,j; NGTH Im SCHEDULE
<br />MNDIN
<br />(W4b Owy FOR as967AL7ATtlN5 AS PER SECTIONS t 1H167 10, ON SH M 4. 5 At 5)
<br />• BTIM W/ 1/fit 2td' SS " & W&WIT AT MOW ! M KI Kat OF POOL
<br />SPACING
<br />= E LE FOR REGIU e:TtiR�PA�!ELS �, A Ind IN„ 1 ATIONS
<br />WQ EASTING CONCRETE A CONCRETE BLOCK STRi RES
<br />(YAUC OW FOR PANELS(iD& 0RISTALLAT M AS PER SECTIONS I TIM 7. ON SHEETS 4..t 5)
<br />ollm
<br />Tee
<br />NN4N1
<br />aAP:CENS•.✓�
<br />FLORIDA
<br />BUiLDING CODE N h VQIGDD Nu Gone Zone
<br />s No, 41&T
<br />W.Tgm, "�' 20 DACE GALVANIZED STEEL STORM PAOELa r,P:
<br />u,•
<br />iL ECOrtac.
<br />mlA4/�m
<br />PROUCT" _RODUCTS, U.C.
<br />rMM, .Mww €aw,c.w ANa
<br />am .1-M,
<br />ftM (w4)M M iMa4)0*s m. 20-178
<br />f /&M /O1,1E
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<br />•wp 4nene+: TaNMfpt MC
<br />MtliLTEN AT P,E
<br />A
<br />W1WdAl rcSA1.
<br />7bF. SfNUTN
<br />+iS.3, -T'LO
<br />Y-S OR 1£$S
<br />2 1f4`
<br />UMW6LTEO
<br />1 7iBFU 6 87
<br />+6a3• -72.0
<br />>i'-3" TO 8`dtl" MOM.
<br />2 3f,"
<br />U.�N,1ED
<br />F THW1 6 t 7
<br />i�.R-74,.0.
<br />>;'-6` /G 91'«y Mmc
<br />2 tJI`::...
<br />• ..
<br />B
<br />+43B. -f83
<br />12"-4" ♦kt 1i56
<br />3 If2'
<br />�
<br />A $-a id
<br />MVa1RAd AS.D,
<br />OEM
<br />Rl1W. (P.Rra
<br />VAtlMU4: AMt2gWS >W1gMB 4 EA...- a 1/2' ^
<br />S ,(i 1k
<br />�dP TN$N -
<br />MNiWUIf PAS.
<br />aEaDIN 'ti (tt:Y
<br />1AF4gtN
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<br />PuIEVINPE FfNN�E 6
<br />PANESWIL Kn8
<br />TO ClwCIi1E
<br />t
<br />70 C4�9EiE
<br />is CadWEVE
<br />1n ctlNCREiE
<br />iO Ca1�.}E
<br />C.
<br />C
<br />NIA
<br />N!A-
<br />N/A
<br />d'
<br />NIA
<br />B•
<br />Nf4
<br />A•
<br />AtlA
<br />, iTOP)
<br />B•
<br />S5
<br />WA
<br />WA
<br />S
<br />1 (b0Tf0U)
<br />6'
<br />N}A
<br />WA
<br />WA
<br />a"
<br />N/A.
<br />N!A
<br />y ({.
<br />6"
<br />N/A
<br />WfA.
<br />N/A
<br />d"
<br />NfA.
<br />O"
<br />WA
<br />&•
<br />NfA
<br />I (
<br />4=563„ _7"
<br />1. 6•
<br />N/A
<br />N/A
<br />WA
<br />d'
<br />WA
<br />d•
<br />N/A
<br />4'
<br />N!A
<br />3 t 4 iNIP)
<br />i-d' OR 1i55
<br />0R IESS
<br />4,
<br />y
<br />WA
<br />WA
<br />e•
<br />ts•
<br />r
<br />�
<br />6'
<br />d`
<br />3 (STRTON)
<br />K
<br />W/A
<br />NJA
<br />N/A
<br />e-
<br />N/A..
<br />5"
<br />N#A
<br />8'
<br />K/A
<br />7 (TOP}
<br />M/A
<br />a`.
<br />a•
<br />e-
<br />:B'
<br />d'
<br />6'
<br />, t i Oa1FTaN)
<br />N!A
<br />W/A
<br />12 1jT..-
<br />8 Ifs'
<br />tI ,!I•
<br />4 7/4-
<br />d,.lf4'
<br />a t/,•'
<br />-6 ,/4`
<br />6 T/4"
<br />S (TOP/BG,TOMD.
<br />S¢ tAEETtl 1n t 11 � ANaidlf-TYPE ! SPN.W7B FUrt t147N1A1101i3 N30 w000 T74eff B,M.U•q.
<br />1aWIxAt AtIp10R Atq MNNUM HOSE EM6MNOE ARE IA,kYL1E0 d 1fAE sllwtxTtt. FOR ED, LFSS
<br />T1aN tsptrATEn 6N eC4wVl+LE RMNNC Ana#R 3PACIq Br 1FWTBT2NG %PACIiU 9RKMP1 OW dE tl1
<br />iHt PtlU&YMIiB (�• NTM Tit. OPEW4Tgti TO �: POSLUM.1. REDUf� SPACING owfNNFO uM,q FAOfOR
<br />sH,Nt Nor 1W Lt38 TMw MMWUM SFAC2Jn agra,TeD roR EAat am1,DI TYTE AT ANCFKRG aa�.W.
<br />NIt11ER
<br />t/,4
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<br />?
<br />3
<br />31l3
<br />3tI2
<br />s1/s
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<br />r
<br />3•
<br />5m
<br />5m
<br />-
<br />fm
<br />Ad
<br />-
<br />3 ,
<br />vm
<br />t.ua
<br />,m
<br />(VALID M&Y FOR
<br />AS PER SECTIONS T THRU 10. ON SHEETS 4. S A, 6)
<br />Is1N11AM
<br />ASS. OEM
<br />M xum moon BPAL}M FOR F.R. • 3 I/2' - _
<br />APa TO
<br />Seam I &
<br />MAIUMIA.t PANEL
<br />TAPOON
<br />CF TAP -CAP
<br />cM.K_N
<br />PANELMAIE PEMNE ID
<br />PAHSYAE PLUS
<br />SOLID SET
<br />P
<br />RNNC
<br />TO CONCRETE
<br />1D
<br />ODHOKT1
<br />BLUCA
<br />TO CONCREW
<br />To
<br />CONORIME
<br />SLOG4
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />BL=
<br />TO OONOR E
<br />i0
<br />CONCRETE
<br />BLOM
<br />70 CONCRETE
<br />'10
<br />CONCRETE
<br />8LOCK
<br />TO OONORM
<br />TO
<br />CONG'Fa'.iE
<br />RIM
<br />Nit' �
<br />of TIENI
<br />LDWM v (R,)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />N/A
<br />6"
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6-
<br />4-
<br />N/A
<br />N/A
<br />8`
<br />5"
<br />e'
<br />6-
<br />6'
<br />6•
<br />N/A
<br />NIA
<br />1 (BOTTOM)
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A.
<br />8"
<br />N/A
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />2 (RIP)
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />S`
<br />N/A
<br />5-
<br />N/A
<br />N/A
<br />N/A,..
<br />2 (WITOM) -
<br />55:5. -12_0
<br />61
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A.
<br />6`
<br />N/A
<br />6"
<br />NIA
<br />NIA
<br />N/A
<br />3 t 4 (TOP)
<br />>7'-S" TO W.8-
<br />OR LESS
<br />6-
<br />4-
<br />N/A
<br />N/A
<br />6•
<br />6"
<br />6`
<br />6'
<br />6'
<br />B'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />6`
<br />N/A
<br />61
<br />N/A
<br />6"
<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 />6"
<br />6"
<br />6"
<br />6"
<br />6"
<br />N/A
<br />N/A
<br />4 t 7 (BOTTOM).
<br />N/A
<br />N/A
<br />12 1/2`
<br />8 1/4-
<br />12 1/2-
<br />6 1/4"
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />N/A
<br />N/A
<br />S (TOP/BO7TOM)
<br />50.0. -53.3
<br />+55A,
<br />N/A
<br />N/A
<br />12 1/2"
<br />5 1/4•
<br />12 1/2'
<br />6 1/4'
<br />6 1/4"
<br />6 t/4-
<br />6 1/4`
<br />6 Ile
<br />N/A
<br />N/A
<br />6 (TOP/SOTMM)
<br />> B'-8' TO IV-2-
<br />-72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 Ile
<br />6 1/4•
<br />6 1/4-
<br />6 1/4"
<br />N/A
<br />N/A
<br />6 (TOP/60TTOM)
<br />'-B' TO 11'-2-
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a i/4-
<br />6 1/4"
<br />8 Ile
<br />6 1/4'
<br />a, 9, 10 .(TOP)
<br />43„8, -48.0
<br />A.
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />H/A
<br />6'
<br />6"
<br />6 1/4'
<br />6 1/4'
<br />a (BOTTOM}
<br />4*
<br />Aft tiss
<br />B-
<br />4"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6 1/4.
<br />6 1/4".
<br />9 (BOTTOM)
<br />12' OR LESS
<br />NfR
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 tf4•
<br />6 1/4'
<br />61/4"
<br />6 1/4'
<br />9O (BOTTOM)
<br />SEE SHEETS 10. 11 NO 12 MR AMMM TYPE t BPACRIO MR OWUL470M PRO WOOD PRANK BLUM
<br />hIM9MNIM AMCwR saN;nlas Afa1 HBWURAt EQOE OISTAMX ARE NQx: M ON THIS $041RLE. FOR Co.. LESS
<br />TFY41 NOITa1TED DN SLShEBIAE REDUCE A.NCNgl SPACING Br WAMYM SPACING SHONN ON SCHEOULE BY
<br />IUE FOLLOWING FACTORS. FOR M OPERATIONTO B1 POSSMIE. REDUC50 SPACING UWWG' FACTOR
<br />STALL NOT K LESS TWA 144MAN 5PA W NmCATED MR EACH AAClIOR TTPE AT lEOFiJL1.
<br />ANCHOR TOE
<br />i/m.
<br />Ile.
<br />1141.
<br />1/4-0
<br />1/4. Ile.
<br />TNLOM
<br />CF T1W-GAP
<br />,y,�
<br />tl4R-N 90W-tW7
<br />p,,, mm"OR •WAM 00
<br />3
<br />3
<br />3
<br />3
<br />2 'A 3
<br />..i,_ a-„c,+b.(A�.}
<br />3
<br />3
<br />3
<br />3
<br />3 3 ,/2
<br />O,V&q amnA. Omar OA)
<br />3
<br />3
<br />atfE
<br />31/2
<br />4 31/2
<br />AORK fA BTGOA
<br />r A-0
<br />T 0 R.
<br />-
<br />-
<br />-
<br />-
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<br />Y
<br />tm
<br />Im
<br />-
<br />,m
<br />.0
<br />-
<br />a,S6
<br />Isis
<br />INSTALLATION QUAILS FOR REGULAR PANELSn & � . _ INSTALLATION QUAILS E0R REGUAR PANELS(J) & C1�I
<br />TO EXISTING WOOD STRUCTURES 1l4 _0 am uR B1 B N� w/ IN$ LATI { [III LLS__, C1� I�' REGULAR PANELSt 1 & i1/t
<br />PANEL UNI S t T e tl 11 G.D. Ir �y,I�•n @ /� l�jQ EXISTING WOOD STRUCTURES
<br />PAWL SEANnNiB w 1O a• -a" ,Mw 6 ,✓,• oc. Li�1 iw.1dT�1df D�TRU RES
<br />PAS FZMxE W & p�glp4{E O. -i-. iTT
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<br />a?nAMab� a. i2• 1 ,. j�_ j� V4- D.C. W/ 1 7/4*
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<br />E1.61 M, WOOD i f ;zi`. �! E osm WOOD HEADER Evvw WOOD HEALER
<br />4• n 1
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<br />AOwrl't I 1:. Ep T 1 Noouat0 k wtan tFAaER '
<br />9 L i 1 - ' , SEE SM*A" 4V SEE aCiEWLE ON i 1�
<br />�@
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<br />aPN,nn, 1 FGR UK ! , A TaFt Mat. SOVAMM ; ] FCm tRn. SEPNMIxN
<br />ro m LL.MOUNTWO I i j N�TTVE 1 W �jL*ERNAi �W TO 6
<br />-. SC+ALS 3fCt' SCALE 3fY ( R ,.: , • , ' �_�� °:✓
<br />INSTA(lATLON -ALTERNATIVE 3W • �^ ,frA-tan 4s r (SEE N01E 1) V4. 3a 1 ;g CSEE NOTE ,) i 1 +s 2m s (SEE ND1E ,) d
<br />_....-T: .___..... � MCA. PAWL LENGTH .._. � � Max. PANEL Lk31G1N MOx, PANEL LENGTH U -."-
<br />,( Rq,� 1es wf Y/TrA : a ,Fs wf T/eY . tile. W! tt • w. . - -
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<br />AUCAW wr.A,N .,wm SEE S(3aDUlE 1 3"-` FOR MIn. suhANATim
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<br />iw`ico+ # i rae Pans w m 6"-rr`N+D a 4 my i ! L e a" O.C. wit 1/2` , r 9 2'xi' WDFTO ( n { T4-10 PANDAKM PLOP' 2'x+" w'OOo i rQ r ':a.• .
<br />sw • ,: ;n" tAf. i V4. O:C. PaR wNReS UP TO 8'-e" Mpi. q '[ 9 1 . i # �,
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<br />' ii 4F 1 iPOyi'SRATION t
<br />' .p- AT TmAWm1t 0A` P1A7E - V'-- -'� 's i.,d- ,)
<br />vA ,NSwB • r w,. iw
<br />DIRECT LAMNNOTE
<br />rA °I°aaAFa tmr 5CALE.3/6.,'
<br />SCALE 3/8-1- SM&E 3/8.1• SCALE 3/8-1• SCALE 3Aw,
<br />trouNnNG 190-11 i�SM-` SECTION AAW osm"O 1. INSTALLATIONS FOR ALTERNATMES 8W, 9W 3t IOW ONLY VAUD FOR
<br />, $• �,MVT�•f1R p,'it lfAiy, SCALE: '/a' - 1' Nog t: ,0� p`7it...BUILDINGS5i A.S.D. DESIGNlLOA05 UP TO +43.0. -48.0 P.4.t. AND ,+`AAA ..
<br />1. INSTALiAMONS .ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS @ -� ,... ,, +?` s�.� ,p S ��... '•LJ
<br />�A,?. �; • ,., d 1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS 4�:; • G€Nate+.. 2. FOR NEW WOOD FRAME CONSTRUCTION:' W000. MEMBERS TO BE SOUTHERN
<br />UP TO +55.5, -72.0 P•a;i: AND PANEL'5 LENGTH UP TO 8'-8'. z$: �}CENS .Q ss I1.ORIDA HULLOING CODE. Ni h Vekel HuTT•ieDna Zone. ALP 70 +55:5, -72.0 PSF AND PATTEI.'S LENGTH ALP TO B'-8`. � FLORIDA BUILDING CODE 18 h Veloei Hurrfoon• Zone PINE NO. 2, W/ SPECIFIC 0£MS17Y OF O:SB OR EQUAL. `Sf f s FLORIDA BUILDING CODE (High Velfelty. Hurricane Zoned
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN - r - .}t -
<br />PINE NQ. Z W/ SPECIFIC DENSITY OF 0.55 OR EQUAL = m�,uttrti�. etC rs. 2. FOR NEW WOOD FRAME CONSTRUCTION: W6O0 MEMBERS RS TO BE SOLRNERN 16 s 14m TIMM MC F.P. Q1 TAB ¢c. rr.
<br />5 N0. 4167 'f 2D GADE GALVANIZED STEEL STORM PANEL W" BY.- PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. f No. ; �(� 2D GAS C41VARM STEEL. STORM PANEL aRum � NnTF PTNr COMFIINATt wA QF ePCTTaas � NO• ° 20 GAGE GALVANIZED STEEL STORM PANEL ORION W.
<br />_ *-
<br />* OF : ' Iat>.,r a'A!ffi/2oto TOP & BOTTOM MOUNTINGS CAN BE z*': '""•
<br />NOTE F t(D++ ttF E 3) - OLOD& PROTECTION PRODUCTS, U.C. Si 1 PROTECTION PRODUCTS, LLC. o �, � GLOM PROTECTION PRODUCTS, LLC.
<br />: ''• ST DF POE NGEE (INS&M of ter' r �4 4�a A 5 `.• St �L E r'Iir1 ENc. Tars
<br />+: - II L O INIC, OLIO s,W..61 SmEn y"'0. 1" • Is4} ``�. I L- #E, C O 114r. - 4Nn S.W. 1 N r a1vE, COMBINED IN ANY WAY TO SUIT ANY
<br />!) •, AC QP r t GLvw FL 33314 s 4 •• R SIN�r T 333,4 INSTALLATION. �� O R#� 4wo BW. 3, s1mE
<br />TOP & BOTTOM MOUNTINGS :CAN 9E ,c .. Rl Iw t. N,e•AWY - mMrAN EwMffi. r �`''- . ..' Ma nAa1[ rL 333u
<br />�..... •.. 2O 176 TOP h BOTTOM MOUNTINGS CtU( BE " R •_..:...
<br />Y T ; ANY ,. ..•• • (1, r`� Ww w,: a aa, waw;: nwaAE w s+w P?+ . EMN)etle-rw: FAA: tap4}eeP-e2av yi,. ,a' 3m,..a. r as amacaerr n n,ora: (W)M-TVA I'Ac (asTlmaP-am A
<br />2D-i J6 °a'�SLS -., • i� - � W,4 3K, x, AY AYa1iGA, 44MS•, n u,4A PN01� (Ba)baB-Ts4a. FAX fe64)d0-piw 20-176
<br />COMBINED IN ANY WAY TO SUIT ANY H FSgi � �. ,..., uK a,-,m.,b : (uy aN-ts,
<br />rz aRas,a we rj ) }i(. 4V rr ; pm3a,-,sw. r„ w Eaavn. rs w 4. sss Ms Ns
<br />•Art- a
<br />COMBINED M! ANY WA 0 947iT An`�s31 k� AL- w.- : ow or -raw . A.., GMM m«ms
<br />NI/ INtn07 1 mm to OF ffi , _ _ r - _ - WNW 11 Or ffi , _ _ . _ _ MwET , of 2a
<br />iNSTAiAA71t. bgrM 0 AL 11N' �! wWyEx a ,wr1AI,.. Pt •,` ` ,"' w.nr - ortnprK fM: INSTALLATION. r'AnAFIPEI 1M - t >ztA�3±.tX rpumrAnurf0s, P.0 ,,,,,w �4:4t •� rUir LN scu/sww,il/aA,E wwnw°w1k. P.c
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<br />CONCRETE ANCHORS
<br />•-•�\
<br />(SEE SHEXT 14)
<br />CONCRLE moon
<br />s�
<br />FLOWS CONCRETE
<br />WALL MOUNTING INST TION MALT ANO FLOOR MOUIMNG INSTALLAM
<br />- SECTION I SCALE 3/e- - I- - SECTION 2 SCALE: aIe• - i
<br />&TDaM
<br />NEnFC ON In rsma PANEL "Pmm ,NCI EARON
<br />1. LIFE SAFETY BMW PANEL CAN BE LOCAIEO AS AN END PANEL (nRST OR LAST PANEL)
<br />OR AS AN INTERIOR PANEL LOCATION IN BETWEEN O
<br />LIFE SAFETY PANELS MAY OR(tA4Y NOT BE INSTN.LI.G ADJACENT TOANY
<br />REOUiAi4ANELS
<br />(W/ OR W/0, REV" TRACXSJ
<br />2. LIFE SASEIY PANEL CONSISTS OF 0.039. OALMAIIZED STEEL STORM PANEL AS
<br />PER COMPON ,. SIM 2 OF DRAWING,
<br />THIS PANEL A1.Ld1W5 FTSELF 10 BE RENOYED OR INSTALIEO FROM THE INSIDE OF
<br />STRUCTURE. .
<br />3, SAFEtY` p CK O( CALM Q t 80TRTM TRACK TO
<br />R
<br />�REQU�
<br />CD PER 2 OF THIS ORANINGL
<br />� BE INSTALLED WALL OR FLOOR MOUNTED FOLLOWING SECTIONS i &
<br />`�aVA
<br />A ••'1
<br />2 ON THIS SHEET, AS WELL AS DETAILS i a 2 ON SISEET 14.
<br />=aS • v
<br />4. Mtn. LENGTH FOR COMPONENT 4DIS 1S".
<br />? (
<br />Mm1 A11CN(tR 9PACINO FOR CGMPOEENT VANCHQRAGE AT BOTTOM 15 GM ON
<br />:
<br />SCHEDULED i. t 2. SHEET i4,
<br />COMPONENT ($}MAY BE PERMANENT 09 REMWAOM
<br />6. SEE DETABS FOR DWALLATM INTO WOOD FRAME BU ILDNGIS ON BMW 15.
<br />'• 'Q '•.
<br />syiO,e�.
<br />aA SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE RMALLATION OF
<br />NAr S,
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYONO TO MCCO/WOOD BMICS.
<br />hqi
<br />■dRAr1■�<11tIN INARIRINR>fiAof�wis��'(�s1rNlrlwlNf/ellale�i9EBr�Isi!#M
<br />W/O REWLAR TRACKS -..
<br />(5€E . 1
<br />B+ZOW)
<br />•LAST PAd51 to TO � NSTN LEO AS
<br />OPTION AI FOR LIEE SAEE
<br />STORM
<br />UPE SAPEft' S'r. PN4EL OPp4INO SHM1.
<br />ALwAYB FRONDED wW// AFAR FFANWE
<br />To FACEDAE. N91'NLATCDN
<br />W INTENDED
<br />REMOatD PwMA INSIDE
<br />ELEVATION
<br />OF STRUCTURE,ST0R
<br />SCALE 3/32'-1'
<br />7 !
<br />I # 1/4• U.x.
<br />1
<br />vr_ m PNakS.
<br />OLLiER1YOE LOOIMMNi
<br />SfE N�iOiPE t�j
<br />SECTION H-B
<br />SCALE 3/32'-1,
<br />%s f\ /\ Af1v_w - -
<br />IN
<br />1
<br />Idl
<br />OR
<br />D TE AIL 2 ; FLOOR HOUNTIN�i I�At 14� TiON APP ICABLETO MEDU
<br />Sr L
<br />MAXIM 4�M A.S.D. DE WN PRESSURE RO NQ (ze f) AND CORRESPONDING
<br />MAXIM PANE LENGTH F'L" SCHEDULE
<br />IA�BLITASMME ,1''a mTTL6F 5 4 & 3 WOLCA= EBB �,dT'
<br />SYSTEM ON 9HF.E4 931
<br />cere ry c1`S%iM pANEi
<br />A�
<br />IAPCON
<br />OF VP- WP
<br />a"-N
<br />{Mmum FEMME q
<br />nwE1WTE PUb.
<br />T"fAwE
<br />TO
<br />r/iFf�RE7E
<br />TO CREMETo
<br />BUCK
<br />TD
<br />lO
<br />SECTIONt
<br />N>q SIOM
<br />Fl4CM1Aa :PNIEi
<br />LPIG,IS L' 01)
<br />55.0. -720
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />a".
<br />N/A
<br />6"..
<br />N/A
<br />6-
<br />N/A
<br />1 ,4 2 j
<br />W-0" OR LESS
<br />9"
<br />7`
<br />0"
<br />9"
<br />5"
<br />9'
<br />ti'
<br />9`
<br />9•
<br />9-
<br />1 (aOTTOAI)
<br />S"
<br />N/A
<br />M/A
<br />N/A
<br />S"
<br />N/A
<br />6"
<br />N/A
<br />6'
<br />NIA
<br />1 & 2 NP)
<br />455.0 -72.0
<br />9•
<br />5'
<br />9•
<br />8"
<br />9"
<br />7 i 2'
<br />/
<br />9"
<br />9'
<br />9'
<br />8"
<br />, (BOTTOM)
<br />T0. 7•-6'
<br />+SS.tl -72.0
<br />6"
<br />N/A
<br />- N/A
<br />N/A
<br />6"
<br />N/A
<br />Cr
<br />N/A
<br />6`
<br />N/A
<br />1 & 2 {TOP)
<br />:
<br />7'-r
<br />B.
<br />4.
<br />g,,,
<br />B.
<br />1.
<br />6.
<br />B.:
<br />6"
<br />B,
<br />6"
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<br />1iMNSTt1 "L' (TttJ.
<br />K-49u
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<br />+49.2 -$IS'
<br />3• � 3•'
<br />4 1/2` 8 4 IZ •
<br />2 OXM W).
<br />7•-6. OR LESS
<br />+52.8 -6134
<br />3' - 3`
<br />4"
<br />2 (BOTTOM)
<br />7'-6" OR LESS
<br />+55.0 -72.0
<br />2 1/2' 2 1/2"
<br />4` 3. 1/2'
<br />2 (BOTTOM)
<br />7'-6. OR LESS
<br />+55.D -72:0.
<br />2 1/2- 2 1/2'
<br />N/A N/A
<br />z (9e7T0E�)
<br />7'-5` To. s`-v
<br />+56.0-72.0...
<br />N/A € NfA
<br />3' 3
<br />'2 (BOTTOM)
<br />7`-6` TO
<br />MA•pRN A,$JA dSIII,
<br />Ilm,. PN,G IAr1MM
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<br />SEE SIM if fort ANO"ORS T9T4r 3e 8PMN1W :DR INTO aDOO FRMNK BUEO�Tb.
<br />aW"u AN OW4 WAON GS 40 Use" SDUE OdTA4O1 ANE MIpCAt1D am Tn8 SCHEDULE. Inn
<br />". um 'OY.M ISp ,= ON aY IfFi19CE AXCIgR SPATWq 0, MULTIFLYNO %-0c 3i
<br />0400 ON SCHiWLE of DIE FOLIOWNO FACTORS. FOR INS CPERARON 10 or POSONE.
<br />RFO m S"aw 00T01ED uw FACm %mu HOT of LESS i,'PAS 114AANd SPACING
<br />INDICATED IN EACH MOW TYPE N' ANCHON LOGM
<br />AiFISITR TIDE
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<br />DETAJLS FOR OPTION j 1 FQR
<br />LIFE SAFETY STORM PANEL SYSTEM
<br />1f„'AG 3 • 010' W/
<br />INTO EEXISTiNG W D
<br />STRI QJURES
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<br />�•
<br />ALTERNATIVE 3
<br />ALTERNATIVE_ �1
<br />[:
<br />r,T it tk% / I tf2'.
<br />I/,1D.43/d' LONG 6MJ3I iP/9FWlG wf
<br />,r,•• lO PNIFm R
<br />FEMALE q OR
<br />�,LTERN yr WOOD FRAME CONDITIONS
<br />n
<br />A ANCHOR LOCATIONS
<br />pANDNATE P17S8 O E• OR w 1 V2" ALA.
<br />0 t
<br />TKREMDI PENETRMm1N m wGla
<br />sum 3/tl• -.. e
<br />PLATE
<br />HONE': 9R61ER TRACA4 11CT SHOWN
<br />FOR S3r,M'r
<br />WALL MO NTING. INSTALATION
<br />ALTERNATIVE 1 W
<br />MGM 3/a' - i-
<br />�:
<br />1. NSTAUAi1GNS ARE OWLY YAW FOR BUILDINGS MTH A&D. OPRON LAMS UP TO
<br />+SM. -= ,rt AND PANEL`$ LEWGT71 LP 10 6'-6•.
<br />2. ME NtN•T. 2WOW/ SPET.InG 005 OOR EOU4.. TO Ik SOU"M
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