|
SOT
<br />ON t I.3 A 4 WALL AND EMS MOUNTING INSTALLATION ME
<br />C a sm ANOn" ON
<br />Lea : SPLIT PANELS
<br />__ _ _. _a
<br />_ tllf MSi$R A Wit.
<br />4V \ (/6yos43.JIXYL],pAq• \ ��� ,.t-IS-
<br />�I l ill \ {t)e. TOI ! aafmlq C i • I trig X4.L ao'Rb/)
<br />'• iau•N
<br />t • i . // Y. 1AlNOII
<br />Yr VO iT
<br />1 _ _
<br />WOE OF WALL LTX. Mpflt 1 3N1/4• C t•
<br />I IT, f" • -.: t` 69�Naere OR CRot ,W IWY }tTOCOU '
<br />N \ AaN� EQ. -x FAtm \ FM�E9� Oft aw
<br />I 3
<br />I #
<br />(I #
<br />i moo" MaA tl I ��l d.
<br />Im emm . 1 SGU.E � T 4 T
<br />3 j .SEAaAA3tA�4
<br />W gr 41-_ PNRL
<br />a /y
<br />I 11e OF i ! rCASIti! PmF¢4#I M96FA Be
<br />OeN4 I �sgmWr�w
<br />sDam
<br />\I®M 4' I of iCFP
<br />t36,4 I 1•....- WLLa!i N INS N!A xm q
<br />1 I
<br />, #
<br />( 1/4- t
<br />- Mott. 1- /,A. LEt
<br />wNOWaalt649.0. ii I iS �dJ i e• a4 p �PWN: OR N MD I i• 1 y-
<br />W/a• �yR�, rnlrAmE OR 9Ravr
<br />j I TOIL alu,
<br />Pal" -77.0 ..at. IRAIloN
<br />1 F[CAf14 24.
<br />801tOY) [A AT
<br />a•I4A
<br />F??1:i12925G
<br />UNLLc°Raala'I°ta0
<br />uul_ut7N sc:mEeuIT
<br />A 9)
<br />Rik MtwR
<br />w.
<br />xea
<br />Matt MtIum
<br />SPAN (FL) •
<br />REWIRED Mln.
<br />TUBE.' N'kLDN -
<br />_
<br />4'-Ir
<br />_ ..,..
<br />T a 3' x 1/9'
<br />> 3'-8" TD 8'-1 O'
<br />2' x- s' F 1/$'.
<br />s 4•s i 4'
<br />• S�M1AF+�S1� .;1FOR m.A.tlm ORIENFEO
<br />RATING
<br />SECTTON 1 •• +i uLEL T smre4
<br />SCALE 3/8-1'
<br />NOTE: WWG" LAp W BE aNSTALNEo WJo STORM PANELS ON TOP
<br />(ONE PANEL OPOR BOTTOM ENING W/ T1 T A& BOTTOM) EOM OF OPENING.
<br />?TIiw4„S•:►'iiTCITl,Iii rs
<br />WALL MOUNTING
<br />&WALLATION - ALTERNATIVE 2W
<br />SCALE: 1/4' .. 1'
<br />NOTESi
<br />1. INSTALLATIONS ARE. ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />UP TO 4-55.5, -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-B'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: 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 SUIT ANY
<br />INSTAJAATION.
<br />CONCRETE ANCHORS
<br />(FEE SC TIE 4)
<br />i`OR
<br />CONCRETE ANCHORS
<br />(SEE SCHED= ON
<br />sHm 14)
<br />CONCRETE ANC M
<br />( mwm" ON
<br />_j Pomm CONCRETE ..T._
<br />POIRiW
<br />�4 YCB NL" Go-
<br />II� MIT 1PAALiON
<br />cLoss
<br />SEC410N Y-Y
<br />SANE Ile -I'
<br />STIMMMWe i. M
<br />WALL MOUNTING
<br />INSTALLATION - ALTERNATIVE 3W
<br />SCAI.: 1/4' . 1'
<br />wWALO�E
<br />wL CONon"BON)
<br />(SEE
<br />SHEET 141
<br />WAU MOUNTING INSTALLATION WALL AND FLOOR MOUNTING INSTALLATION
<br />- SECTION t I E: af6' _ , - SECTION 2 SCALE, 3ja• - I
<br />N9TE:. ONL)A.E 41YTN B'NyRA, E'i SYSTEM INCFA I ATION .
<br />1. LIFE SAFETY STORM PANEL CAN BE LOCATED AS AN END PANEL (FIRST OR LAST PANEL)
<br />OR AS AN INTERK)R PANEL. (ANY PANEL LOCATION N BETWEEN END PANELS).
<br />LIFE SAFETY PANELS MAY OR MAY NOT BE INSTALLED ADJACENT TO REGULAR PANELS
<br />(W/ OR W/0 REGULAR TRACKS.)
<br />2. LIFE SAFETY STORLN PANEL CONSISTS OF 0,038' CALVAWED STEEL STCRN PANEL AS
<br />PER 4 LTPONEHf SHEET 2 OF DRAWING.
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED DR INSTALLED FROM THE INSIDE CA
<br />STRUCTURE.
<br />3. SAFETY PANEL SPER9,EE�2 TRACK D COMPONENT®h �TNN TRACft ro
<br />ATHIISS
<br />COMPONENT Y BE INSTALLED WAIL OR FLOOR MOUNTED FOLLOWING SECTIONS
<br />® I k
<br />2 ON THIS SHEET. AS. WELL AS DETAINS I & 2 ON SHEET 74,
<br />sr� • A
<br />4. Win. LENGTH FOR COMPONENT 5 15•,
<br />N
<br />Max. ANCHOR SPACRX; FOR COMPdNEM ANCHORAGE AT BOTTOM 3 GIVEN ON
<br />SCHEDULES i $ $SHEET 14.
<br />:
<br />COMPONENT }MAY BE PERMANENT OR REMWASLE
<br />*. :
<br />5, SEE DEWS FOR INSTALLATION INTO WOOD FRAME BUILDINGS ON SHEET t5.
<br />s'lJYL:'•
<br />6. SEE SHEEt 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR THE INSTALLATION OF
<br />ry+i
<br />SPACERS AT TRACKS INSTALLED AWACENT AND BEYOND TO STVCCOJWOOO SANOS,
<br />III
<br />1 I1 l�# 1 lilt IIEII.
<br />R
<br />I L! 1AAMON EPAH • fStE uAlm aaW96RE
<br />�;aiY..YaYfaSaJA?/J3
<br />Rx SCALE T "-1"
<br />SEIUN¢ A FLOOR MOUNTING WALL A FLOOR MOUNTING
<br />INSS'UUATION - ALTERNATIVE AW INS7'AIIArIOWS - LTERNATNE 3W
<br />(SECTION AT TOP IS LIMITED TO +55.5-67.0 MAX.. SCA313 1/4- . I-
<br />AS.D. DESIGN PRESSURE RATING)
<br />SOLVE: I/4" - 1'
<br />B Y.4• tttax oax
<br />.A m."t LASER
<br />i6esNm � ooswM P[-
<br />FLOOR MOUNTING -
<br />INSTALLATION - SECTION SAW
<br />SCREE: t/41 - I'
<br />T_T
<br />Nr�w,�ilee,•Iee N�le[2»
<br />rr���l(.Ir��r:w�IR�r�.�tt�I��r�ialslirrr"'�" Ir>•"� IraTif>.uRrrl.lr
<br />�Il�l illll I fill ilillil�lil�l[illlllili
<br />W/o REGULAR TRACKSBELOW)
<br />(SEE NOTE 9
<br />* (� BE INSTALLED AS
<br />OPTION Al FOR WEE W
<br />SIQRM
<br />LIFE SAF�IY 5'il]RMro PAtkl OFEHR'm 518'LL
<br />ALWAYS BE PR01A0® W/ REAR HANIXE
<br />N.
<br />TO FACUTATE INSTANA F INTENDED
<br />OR REMOVED FROM INSIDE
<br />ELEVATION
<br />OF STRUCTURE
<br />m.
<br />GAP -'I4
<br />1
<br />'a 9?EMo , PoVlt4..
<br />a NALIERWTELgCATON
<br />ffimNOTEE I)
<br />SECTION 9-8
<br />SCALE 3/32`-,"
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (11,2Ai4.LAND CORRESPONDING
<br />MAXIMUM PANS,. LENGTH `L- SCHEDULE
<br />nu, n 1rN Art.r1% . n] ecru LT H e
<br />iMd (p•�rJ
<br />iaEE�"CONDITION!
<br />N ,win,a"
<br />ATH,.a
<br />M+7 INe
<br />ITEM
<br />+553, -72A
<br />7'-B• WI LESS
<br />2. t/4'
<br />Uf80LRD
<br />1 TlplU a t 7
<br />+55.5. -72A
<br />r7'-S' ro 8'-5• MpA.
<br />2 3f4'
<br />,AEGUED
<br />1 7RO 5 & 7
<br />+S4A, -no
<br />aw-a' To 11•-r Mmi.
<br />2 1/2'
<br />• �� 1�'
<br />4
<br />+4". -4e0
<br />12'-4' OR LCM
<br />3 ,/2'
<br />d B a to
<br />mATED.W/ 1/i'.-2&1' SS. iL4 3 19MIT A OVOW & VIOU)N IN OF PAHL
<br />tVAI.N ONLY FOR PANELS(ti& G INWALIATICHS AS PER SECTIONS , TNi81 7. ON SHEETS 4 i 61
<br />MAXA" AS.D.
<br />O pow
<br />PREsswx
<br />RA ,j
<br />MARWIW A mam FOR ED, - 3 llr -
<br />APPLKABLE To
<br />SEJ'TfCS A
<br />mW� tIDN
<br />MAXHUM PA/EL
<br />127NTFl i.' t/Lj
<br />TAPCON
<br />Ci TAP-OPoP
<br />*1K_w
<br />PANOWE PBW4E 0
<br />PAIIEYWIE MIS
<br />TO CONCRETE
<br />To
<br />C�
<br />To CONCRETE
<br />To
<br />CONCRETE
<br />TO CONCRETE
<br />f N
<br />7CCK
<br />TO WNOwm
<br />To
<br />cONCIRVIT
<br />BLOCK
<br />To cOmmm
<br />TO
<br />BLOCK
<br />d"
<br />NIA
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />a'
<br />/(41
<br />a•
<br />N/i'
<br />i (top)
<br />4'
<br />a-
<br />NJA
<br />WA
<br />8`
<br />Ir
<br />a'
<br />Y
<br />B'
<br />f 1
<br />(wrmw)
<br />6'
<br />N/A
<br />WA
<br />WA
<br />4"
<br />WA
<br />6"
<br />N/A
<br />d
<br />N/A
<br />2)
<br />$•
<br />WA
<br />N/A.
<br />N/A
<br />a'
<br />WA
<br />a,
<br />WA
<br />a•
<br />WA
<br />2 (BDTTOLO
<br />+55A. -72.6
<br />a-
<br />NfA
<br />N/A
<br />WA
<br />B'
<br />NfA
<br />-
<br />6'
<br />N/#
<br />e'
<br />WA
<br />3 & 4 DM
<br />V-6''CA LESS
<br />DR ties
<br />a
<br />S
<br />.NfA
<br />N/A
<br />WA
<br />6•
<br />or
<br />6'
<br />6
<br />6"
<br />3lawtowl
<br />a`..
<br />WA
<br />WA
<br />r
<br />N/A
<br />6"
<br />WA
<br />B'
<br />N/A
<br />7 (TdP)
<br />D'
<br />a"
<br />WA.
<br />N/A
<br />A'
<br />8"
<br />a,.
<br />•,
<br />•,
<br />6"
<br />} & 7 0X2tTtlM)
<br />N/A
<br />N/A
<br />12 I%2"
<br />a ,/s'
<br />T2 ,/Y
<br />B 1fi"
<br />6 t/4•
<br />9 1/4,
<br />B ,/4"
<br />4 "e
<br />a TYOP/BDTW7M}
<br />'SM arE1a TO & 11 FOR M>KM IYK A SPACING M #WALIATM M) WOOD PA" S KOM.
<br />IAT LO. LESS
<br />llSllOVID) 9CHEXILE ANCHOR VACM BY L YING WACM SHOWN ON SSCH AR B
<br />THE FOUM" FACf01i4, FCR MS CPERATWH TO BE FOSS WE, RWtiCED $RA1W0 OBVINE0 UBW FACTOR
<br />SHALE NOT BE ,Li THAN WINONA SPACING ROUTW FOR EACH ANCHOR T1'PE AT AROHMI TWO
<br />Now Toe
<br />1/4'1
<br />1/41.
<br />S/4'•
<br />1/4'.
<br />Ile.
<br />1/4'.
<br />IAN 0
<br />a LAP-e•.maa6i
<br />1'xx-R
<br />Yan-ET
<br />td A,NONR rrlue (N3.
<br />3
<br />3
<br />3
<br />3
<br />2 1n
<br />3
<br />s
<br />s
<br />s
<br />3
<br />$1n
<br />R4cYN oNUA 41N (qa
<br />S
<br />3
<br />J 1/2
<br />3 to
<br />a
<br />d to
<br />AmNIM POOL wpm*
<br />ox
<br />m
<br />+ Tn-
<br />-To
<br />y
<br />,-
<br />3
<br />,j4• LD. , sM' LNxN B1etss etmeAo w/ INSTALLATION
<br />DETAILS FOR. REGULAi3. PANELS
<br />(b & 11
<br />I/4
<br />10 • e if4- o.c. NR
<br />LEND• S
<br />PANEL tEINd1NS UP n) a'-o' AND B I/4I.' o
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />PANIELM, 0 FEYNE m WT PAN wL PLUS f
<br />12 112, q. C. WITH i l FOR AL TIIEADEa
<br />imN TO IIBIDEA FOR ALL LENGTHS Ifi
<br />a• -a" No,
<br />''
<br />tf4/'/A22'•uGYGADFd! a`.
<br />{ t �
<br />j
<br />f
<br />p u-I
<br />I
<br />To1vwm ROOD Almut
<br />It
<br />Y7
<br />4r�
<br />s
<br />EDOR
<br />ED
<br />i
<br />ED
<br />i
<br />i 3 aAN
<br />ED
<br />(
<br />1--
<br />i
<br />9
<br />IKDOWD 1 i
<br />'_
<br />1
<br />i
<br />NpuTIB
<br />tin
<br />I
<br />I
<br />1 -
<br />nwm
<br />I
<br />ALTERNATVE I
<br />ALTERNATIVE M
<br />(
<br />-
<br />SOME 3/8=1'
<br />SCALE 3/8-1'
<br />I
<br />p
<br />1 #
<br />SEE SCHEME aSEE
<br />8a
<br />0mR
<br />-
<br />Tq 644US. ( 7 •Ai3/
<br />mN
<br />I Nit
<br />€
<br />jij
<br />D
<br />! 12 1n• at, r
<br />I
<br />TIT I
<br />t
<br />I
<br />ED
<br />(
<br />� )
<br />€QF_
<br />._.__...._.
<br />Cw
<br />ED
<br />-j E0
<br />IS
<br />7EtY'
<br />{ I
<br />(')
<br />! Iii S tlopD Pir1E
<br />T 1 i t/4 LD s S/a' LOW BRASS BUSHING
<br />W/ 1/44-2oQ• S_- W.S. e a 1/4- O.C.
<br />I q 1 r
<br />"
<br />i FOR PANEL LVIODS LW To s-o• Am 6
<br />`
<br />i
<br />4 ac4 °°° u� • a °
<br />) T/4 wa FOR I$Ndne uP m s' a Um
<br />RAE �i oR %14-10 PALELWTE FEM4E wQ Olt
<br />2S4'
<br />IIWI>RED PAMEIAMiE PLtAd • 12 //2' Q 6 MITH I
<br />4`
<br />t t
<br />iTNSt lt8 Ylai a C 40.
<br />- , Ira• Nw. TNrAaen
<br />ALTERNATIVE--31i1
<br />ALTERNATIVE AW
<br />_
<br />5 1 I ppgl�� Spp
<br />�
<br />214' PLATE
<br />a WMai 9F NRAF!
<br />$(.Y.E 3fa'^1•
<br />SCALE 3f5-1-
<br />! ALL l.ElNTIXS lA 1D tl'-Y LIPc
<br />.E
<br />�1
<br />I
<br />T �� �*�nu
<br />RIRF�Ja. �8YY614W1
<br />LATION
<br />CON Q
<br />,TE , StitYfSER ,BALKS NpT FOR CLARIN
<br />SCALE 3/6-1-
<br />SO4.E 3/B-1"
<br />AMNUENIN
<br />tI�ES.E$i'�p"
<br />7
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A,S,D, DESIGN LOADS
<br />`�E
<br />N?,,yam CENSr ,•,•
<br />FLORIDA
<br />BUILDING V•IocRy
<br />UP TO +55.5. -72.0 PSF AND PANELS LENGTH UP TO V-8".
<br />it t
<br />CODE Ni h NurT)c0ne Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE SPECIFIC 0.55 EQUAL
<br />ND. 1 =iF =
<br />asmD mT' R c
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />'
<br />NO. 2. W/ DENSITY OF OR
<br />F8R NA a:
<br />I45itf 38L-119N �E( FiDN
<br />si -..: CF ',�'.._._.�
<br />-^
<br />ZZ QV
<br />! L E C V i Na.
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />�
<br />n°D
<br />W E:
<br />TOP de BOTTOM MOLiNDNGS CAN BE
<br />n R0,
<br />i7� • • C
<br />'Diy�-`EpSrS(''
<br />rzsnNe & IR! HB a ANr
<br />4eoo &W. 51 STREET
<br />wmE n. =14
<br />20-176
<br />COMBINEp tit ANY WAY 70 SUTT ANY
<br />�,
<br />A
<br />teal 3 its It m 1r aWmRn a ON
<br />nt-tMD r.: DAR m-Het
<br />Imo: (aa)ee6-1546, FAX: (sa4)se6-s7ax
<br />tRouow NN
<br />INSTALLATION.
<br />p
<br />"-mFN L/6Yre
<br />tx-g00a718
<br />Ns�r. ac- 4sa.tr ws
<br />atb P-W a
<br />IULiE1t A IWtlt iy. PEE
<br />lwIIil � %
<br />sr
<br />Y � 1. , 1.. _.. ., • A A L •i .: 1. • A - ' ' _l ^... • R •
<br />:. e I A !. A. • �LI
<br />.'I _ ale.. `,. •. ,.e x :ill .•. sal • •fl :
<br />1i . :.N na,t.w...- =Ant• . r
<br />STUDS a EVERT'
<br />OVERLAP
<br />TO PANEL
<br />8/87 ice. (CASE 1)
<br />3" W . (CASE B)
<br />0
<br />ALTERNATE
<br />LOCATION
<br />AT END PANEL.
<br />1/4' I
<br />iii > r ! �€ all '`-•-INTt7N10R PANEi. \---ENO PANEL
<br />DETAIL '
<br />Mm. ANCIWB Mas..SIDNR
<br />SPAGMG SPACWG
<br />I 3 MaI.
<br />2 FLOOR
<br />MAXIMUM A.S.D.
<br />MAXIMUM PANEL
<br />SL1PiR1.W E.ONLY TO SECTIONS
<br />ON SHEET
<br />MONTING N= AIION (PP 1 A .E?M H,EQULE 2)
<br />SCALE. 3/tb' • 1`
<br />DESIGN p�i�';a3SU RE BRING .z.f.) AND CORRESPONDING
<br />LENGTH "O . SCHEDU
<br />, & 2,INDICAT€D. EM IBA• cAFET•<rrrmM ,2A_.I
<br />ASO.
<br />RiL4AAlE
<br />RAlAO I.
<br />TAROK
<br />OF TAP-qIF
<br />WA-1N
<br />PANDIMIT FOIE 0acm
<br />PAFLWTE PLUS
<br />DNS t
<br />CON&IMTION
<br />OF TiIEM
<br />W>mAUM PANEL
<br />LIININ i' (Aj
<br />TO
<br />WINE
<br />Tam
<br />TO
<br />CONCRETE
<br />ro
<br />at=
<br />TO
<br />tio"cRER
<br />Tv,
<br />BLOCK
<br />To
<br />To
<br />00HiCRfli
<br />BIOOK
<br />TO
<br />Cpiro
<br />BLOCK
<br />S7
<br />NIA
<br />N/A
<br />N/A
<br />B'
<br />NIA
<br />B•
<br />N/A
<br />S"
<br />N/A
<br />t A 2 (TOP)
<br />55.0: -7T.0.
<br />9`
<br />7'
<br />9.
<br />9"
<br />r
<br />9`
<br />9`
<br />9'
<br />9'
<br />9`
<br />1 (B07Tomr)
<br />B•-W OR NE'SS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A.
<br />V
<br />N/A
<br />6'
<br />NfA
<br />1 8 2 (TOP}
<br />4SS,O -72A6
<br />g`
<br />`+'
<br />9'
<br />S'
<br />g"
<br />7 1j2'
<br />9"
<br />g`
<br />8`
<br />9"
<br />1 (BOTTOM)
<br />W-O" TO 7•-8'.
<br />+SS_o -72R
<br />8`
<br />N/A
<br />N/A
<br />N/A
<br />S"
<br />N/A
<br />8"
<br />N/A
<br />S"
<br />7"-S' TO 8'--8".
<br />IEEE
<br />MAIN" ASH+.
<br />DF50N
<br />PRESRRE
<br />ham a.F
<br />1 (SOA • 5/6' IN fM.M LOP OF AIRLO
<br />GLSf Y Dow • ]' iFA. LAW alp of mOLE}.
<br />APPLlOA i6
<br />SECRONS &
<br />MAA ATIO
<br />OF
<br />MA)GMUM PANEL
<br />LENGTH R` (ft.)
<br />1 _
<br />:
<br />+49.2 -81,5
<br />3• 3•
<br />4 1/2- 1 4 1/2'
<br />2 (BOTTOM)
<br />7•-6. OR LESS
<br />+52.8 -fi6A
<br />3` { 3'
<br />4' j 4"
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