|
Iweo s,w ,. a ..
<br />N ow
<br />MITI nimm
<br />e0 O4/ MI
<br />ow A.N
<br />i Pls••a
<br />y i
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR R 1' NMM Idfiza MI&
<br />�_ ._ _,•_.__._ _ SPLIT PANELS OF •MJ 1fi allowW A Pmw•Ac oN \
<br />1 '
<br />MAL IN
<br />.•. „PMEll
<br />'
<br />(beel . on,
<br />1'
<br />° \ p�M tgvp,vr� r�N.
<br />11UJo ElOiit a'n - El
<br />AfLi2di-1 f
<br />Ma _ was !ter[ a/w t : �••�� / wls • Nt aww.(a Nr •TAIL
<br />ww. '•E 2
<br />L1DN - MMLw AYP
<br />[TJ •NIPS
<br />R7 ..
<br />��uVars,�.Oi�rirrllP�cL. r � (a1r on6 �'•" � w cMa �r. i
<br />To
<br />W- Ye0 PAL IAAYON
<br />ir
<br />-�
<br />1 aV4t/•1D'-r
<br />t 2 • A Y > OMw�te i eawlvlD 'Mj '� •M ., colon IILN • Bw 1P•IIaN ••1mA21
<br />1
<br />SEX�PrV �NON
<br />ALE �e2M i1 1Y_Y \ OI A-ImIRO A so" 1/0- .1 M:ie.���iESL�
<br />ryL 11m/W,�e11
<br />MULLMNI scluwLE
<br />mau e A NIA
<br />Pw,IP1s I, A
<br />Nw,4
<br />Oa. WILL"
<br />SPAN (n) •
<br />IIFDUNm MAT.
<br />T1AE MuLuo -
<br />4 e-r
<br />r. r . 1/w
<br />> 4'-r TO $'-Ir
<br />2'. 4". I/e'
<br />.r
<br />> r-1r 70 W-r
<br />r . e' . I/r
<br />0wFN1E0
<br />S£CTbLI 1
<br />SOME s/e.r
<br />MOTE: III LUW CITY 9 K INETA4L2D w/0 WORM PANELS N TOP
<br />N w TNN1 IT D tOGAxD AT 1aP OR BOTtd or OPD".
<br />( PANS TWEORw w/ 1UaE 79P t 60nI011)
<br />I PMAR P y
<br />i P•+0M•I 1�O +�rR�a�
<br />.��.eIIMn'iR
<br />w j
<br />- --- --mot
<br />INSTILLATION - ALTEIWATIVE 1W
<br />SMALL' 1/4' . 1-
<br />IMAUAT10M - AL]EANITiVE 2w
<br />9CLL 1/4, - 1'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH S.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 p.s.f. AND PANEL'S LENGTH UP TO W-6•.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. IN/ SPECIFIC DENSITY OF 0.55 OR EOUAL..
<br />TOP t BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />B
<br />E
<br />j SCMC 1/r - 1'
<br />COLWS Ar FLOW MOIMETIMO WALL & rLOOR MOUa nW
<br />JNSTt AI.1AM- ALTE■LA7M SW WSFILLATIONS - LLfE■IAT SW
<br />(SECTION AT TOP D LIMITED TO +55.5-97.0 MAX. 9CMfa 1/4' . 1'
<br />A.S.D. OVI 0 PRESSURE RATING)
<br />'.ray/..• $CALL 1/4' - I'
<br />..r A.III; InA1N� 1
<br />FLOC QLWfM
<br />w10 T a.N" LIPID P■t
<br />6 •„A APR
<br />-- N MINI A,II?O�
<br />PA OAN
<br />INSTALLAf1am - SEE." iIOM LAW
<br />SCAM 1/4- • I•
<br />G91Cmm AKVM M IXNC= AMCWN& roe OWSORM AMOOORa m SCIIDAE N OHM 141
<br />(SAD 9rASSAE N (Sf 9CMe0eE N FOR MOD WM• � AOIOM N "SET to
<br />EO6T 14)- SILT /•) r- 1. 6 1W/1S
<br />-._I FONMB owcnm _ J i/4. 2/4. 2A/4. 3/4 o1 4/4 1. 2 t lW/1S r M.
<br />'•
<br />.wo• j7Z ew• qr
<br />x0sp CONCRETE
<br />mumm
<br />I
<br />mama
<br />wwom
<br />IlN I �I� I )/e'/ /y2' t wD wNw 71 1 1 11
<br />PMw aATUSN (Do RMC)
<br />61te 10 SLAM
<br />o i1/r oG
<br />Ad EIIO : =MIpl1•®�IYOC 0p61
<br />lI , r Mk
<br />' 4 ( 1 • �2 , ac. 1w (OI qO� - 1 elw 21 1/2•o.c.
<br />(9tt DP.
<br />Y). EL A Dw
<br />In FAm
<br />xm c i i i I a �uDOE
<br />°Eiu2
<br />IRa1ASSD
<br />i A 2/4. 2a/4, 3/4 at 4/4 1. 2, R IIW/13 1.
<br />-t iW/1S
<br />{.S�iEJ ON SAFETY L L
<br />/ ! I c.a I AREA W/W LIFE SAETY PANEL$ LOCATION of LSE M NOIE Ise Low)
<br />�....-�.-_.__ 1.•. R60AM PAMEW W/ dt -__._ ...---. Sam PANEL ---1
<br />_.._-.. ..__.._ /o REOUTAR TRACTS (SEE ( W rare , LAST (� •••-• A{
<br />CONCRETE MC121a1MNN '/ i.'.. /� / Y/,. .� /� ,�o� BELOW) a LIFE 9A/�l P.TT0 M lBfa[�NNa LYLL
<br />M41T Iq PDIID LnmacR % ml oa�i�16 m FAa°rAxP DP.su R wroam
<br />O-•. '"Sum CONCRETE A,swM L1 of BSSWKX%I�IE N AOMOUED FROM nMDE
<br />"" ,♦) ------- ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND HOOT MOUNTING INSTALLATION SCALE 3/32•-1*
<br />- SECTION T SCALE: 3/3- - I- - SECTION 2 SCALE: 3/8• - 1' ,/♦. r� aw 00 Jl• 11• 1/♦• TIP.
<br />AM
<br />• ON LADE SAFETY E7OlBI t M MIST 1471ON
<br />f. OORR /BMNiEORIOR PANEL. (ANY PAELL LLOCATTOR IN OBIT ). PANEL) 1 AT !�,T� {►m61. MtIDBMW tDGTN
<br />LIFE SAM PANELS MAY Olt MAY NOT BE 9SrALLED ADM ENT TO REOULAN PANEI3 eM ^'•' '1 AT DO PN6LA
<br />(w/ OR W/0 PLO" TRACKS % 90 TYRE O
<br />2 UFE sAFETr PANEL CONSW$ OF MOSS* GALVANIZED STEEL STORM PANEL AS
<br />SECTION B-B
<br />PER N:OIVOIIfl11 . SHEET 2 OF DRAWING.
<br />SCALE 3/32•.1-
<br />TIRS PANEL RSELF TO BE REMOVED OR D4TALLEO FROM THE MODE OF
<br />STRUCTURE.
<br />I LIFE SAFETY PAR& KOUM TOP TRACK TO SE OOMPOPIM 0 t BOTTOM TRACK TO
<br />NN
<br />BE @AS PER AlF.fi 2 °F TINES ommm .
<br />COLIPMIE2(T�RY RE MSTALLEO WAIL Olt FLOOR MOUNTED FOLLOWING SECTIOW I t
<br />2 ON T1M6 . AS WOL At DILTARS t t 2 d1 tNHkIT t•.
<br />�.;•''+
<br />4. La t LEraTN FOR rnMPorENt ®®1s u'.
<br />1401 ANCHOR SPACMIG FOR COi(PONEfR GANCNORUPE AT BOTTOM IS GNI N ON
<br />FLORIDA BUILDING CODE h Y NI
<br />NO, am 1ILMM NC.
<br />20 GAGE GALVAINZED STEEL SIM PANEL
<br />SCHEDIAIS t 2. SHM 14.
<br />*
<br />* :
<br />COMPONENT MAY K PERMANENT GAP REMowuE.
<br />®
<br />Tf
<br />S. SEE GEMSFOR R/SrALAATION INTO WOOD PTMME elAL01I104 ON SHEET 15.
<br />q
<br />'3'OF ..•• oR ' - IL EC O INO. MTECTIDN PRODUCT).. LU
<br />4M AR. et t11MW
<br />6. SEE SHEET ♦ FOR OETAk APPUGIMd t0 THE NECESSITY FOR THE 14STAA.lA1XNN OF
<br />mIOM' NMI 76! Frw (N)RN-M
<br />A�,FSS 'N A�. _,.4
<br />`'a1
<br />SPACERS AT TRACKS M6ND 7ALLE0 ADJACENT AND BEYOND TO STUCCO/WOOD BANDS.
<br />"+INN . a . RM -+NI
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "0 SCHEDULE
<br />n,rP1 AArr N1. m4m.ra.ra r.r-.A7PMR .m
<br />/0 w
<br />Qg1EOngN
<br />/ MEOp
<br />WIN
<br />r-r N un
<br />2 t/4'
<br />LMDLTD
<br />I "M a a 7
<br />M
<br />>r-r ro r-r M-
<br />2 3/4'ar-r
<br />ro W-2• Ma
<br />a I/r
<br />Ir-4, N LESS
<br />a 1/a'
<br />• oQ1,t�:i°e,
<br />A S . 10
<br />• ELM B/ 1/410-2 W SA YS A WI Mn a DPOSA A 111L001M OF PNO.
<br />ARID any no PAIIFLSr1)& aamm"Ims ALL Po RecI1oNN 1 1w11 7-
<br />NN61AM AAD.
<br />DOOM
<br />F*CNM
<br />wan (pal.)
<br />MNOAR A CH M OWNS MR LA- a ,/r -
<br />AP".101111.1 70 >CCTIOIR A/ a
<br />AMY SSa0Ol1eN7gN
<br />NAPNUM Pma,
<br />IDIOIN t' w
<br />11few
<br />O UP•SSP
<br />BLH-IN
<br />FMISWR /OWE 0
<br />PROMOTE RIM
<br />ToCONC11Lx
<br />70
<br />IR°0 04%w
<br />ToOONGEx
<br />00N,�1[
<br />ro e611aM1[
<br />N1OR7f
<br />ToaO1tAETE
<br />ODRIIOA[w
<br />ro talltlWR
<br />O [
<br />r
<br />WA
<br />WA
<br />N/A
<br />r
<br />WA
<br />r
<br />XAI
<br />••
<br />441
<br />e
<br />r
<br />WA
<br />NA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r (AOIIa,Q
<br />r
<br />WA
<br />N/A
<br />WA
<br />r
<br />N/A
<br />1•
<br />WA
<br />r
<br />NIA
<br />2 flap)
<br />r
<br />N/A
<br />WA
<br />N/A
<br />4•
<br />WA
<br />1•
<br />WA
<br />r
<br />WA
<br />2 (wT00
<br />.565. -72.0
<br />on LEST
<br />r
<br />WA
<br />W.
<br />WA
<br />r
<br />r4/A
<br />a
<br />WA
<br />r
<br />WA
<br />a A 4 (TOP)
<br />r-r Olt LESS
<br />e•
<br />G•
<br />N/A
<br />WA
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />s Leo11o1R
<br />r
<br />WA
<br />WA
<br />WA
<br />r
<br />WA
<br />e-
<br />WA
<br />r
<br />N/A
<br />I cwn
<br />r
<br />6•
<br />N/A
<br />WA
<br />r
<br />e'
<br />S
<br />r
<br />r
<br />r
<br />4 a 7 (MOTION
<br />WA
<br />WA
<br />12 I/r
<br />a ,/1•
<br />12 1/2•
<br />4 1/4•
<br />4 t/r
<br />4 1/4•
<br />a t/4-
<br />a 1/r
<br />3 fTOP/Bm1oM)
<br />ME RQw lO A 1, ON M"M TYA a Owens FOR N6ULLWOR NEW ow mm eulwer.
<br />W Aw NKNOP WKLM AND ORIEL OK IetOW An ADO= ON INS $M6 ktL IN 9A LIPS
<br />TM PMM® N ==a POLICE Nam VAPOR SY K&WLVM W*AM RDSS N 10431E or
<br />WE IM &AW M FW M. FOR T16 94FAM A M PONL MM SPRING OW O MIND NADDI
<br />SAL NN SS LESS TPN MINIMUM WWA e1110011)M INAR ARMOR TIP[ AT MOM L90M
<br />�� 1Wt
<br />�s1r
<br />ROOM
<br />1/rP
<br />O9P-#C9M•N
<br />1/re
<br />1/4y
<br />_ r/49
<br />1/4'A
<br />SiD-MI
<br />MA MOM eAO1e OAJ
<br />]
<br />a
<br />i
<br />2 fro
<br />a
<br />••wPWNm a..r P,)
<br />A.eN-MA Irw
<br />fa
<br />t 7
<br />3
<br />2 ,/1
<br />a 1/2
<br />a ,Aa
<br />oft Is. umm
<br />Now
<br />-
<br />a,
<br />a.
<br />Im
<br />Im
<br />Im
<br />.e
<br />o L
<br />-
<br />,m
<br />Im
<br />'AD
<br />1/4' La 6/r I" emu oSom W/
<br />,/4Y-301v u MA • 6 IH = /N
<br />PAR LEOMWN UP To IV-r NO 6 1/4* O.C.
<br />r'OR "T s IP ID r-r UPI. an Iht0
<br />/�•C,-
<br />PMIDAM NSMSE 0 am N40LMt •
<br />/ 1 a MIN t I/r w. Ill.
<br />a
<br />TOM IQ "LOW Au ,nRnR tor-r
<br />Mr
<br />I
<br />I
<br />I �
<br />I
<br />1
<br />1
<br />rwg3a3e rIOHeM
<br />I 1 -
<br />I g
<br />1 Y
<br />I u
<br />1 g
<br />I
<br />1
<br />1
<br />1
<br />I i
<br />i
<br />SEE 9CHMULt
<br />1
<br />1
<br />f
<br />soW.
<br />wm
<br />ro MAA
<br />I
<br />I
<br />1
<br />ED
<br />I
<br />11 I
<br />1/4' L0. b/r LOAD BRASS Kamm
<br />4Y-fad' u M.S. • 6 1/4,/r O
<br />IDOIM up To r-D• no 6 6
<br />T/r O.C.IN L/116TM ,P To r-r r•A:
<br />= PANCAOR MUNI OR
<br />ADin1e
<br />,
<br />i '1
<br />1/Y Len TATTOO MknaTN A
<br />MORON OF OMwM 11000 PLAT MR
<br />EL
<br />ALL LOOM UP TO r-r W.
<br />SCALE 3/0-1
<br />I. INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP 70 B'-W
<br />2. FOR NEV WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0.55 OR EOUAL.
<br />TOP A BOTTOM MOUNTNGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />n
<br />S((TU06 e� OVERLAP
<br />1'O HOLD •PMQ
<br />O
<br />L I• 'f I. L •.• • l
<br />all
<br />O .
<br />sr4„ 1'11�4i, FI���,i41:I4)�1,�4:4�I1•:.F
<br />STUDS IS rwe
<br />w1/2. 0. c
<br />HOD PAN
<br />3,1 N.(ONE U
<br />r MA. (ENE N)
<br />0
<br />ALTERNATE
<br />AT 0LOCATION
<br />V Q
<br />�i/f• 'ji BID.= , > 'fl I \-INTERIOR R PANEL \-END MAL M 62 FOR 02 FOR 41LL--r--
<br />VAN" A A
<br />UPON
<br />Or 7M-iI
<br />a"
<br />►NMW1r MM o
<br />NPSUPOE NM
<br />TO
<br />PKpIA(Infoll,/ cam
<br />ro
<br />eaCx
<br />IQMwxx
<br />L> J TO
<br />TO
<br />To
<br />ToDDrcmm
<br />TO
<br />TOmm
<br />emimm
<br />6 i
<br />or Twm qX
<br />W1unW IW61.
<br />uNMN t• W
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />a•
<br />WA
<br />a'
<br />N/A
<br />r
<br />N/A
<br />1 A 2
<br />33.0, -72.0
<br />9•
<br />7'
<br />9•
<br />9'
<br />S'
<br />a-
<br />9'
<br />9-
<br />B•
<br />1'
<br />1 (BOTTOM)
<br />5'-0" OR LESS
<br />+55.0 -72.0
<br />G'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />a•
<br />N/A
<br />1 t 2 (TOP)
<br />a'-r TO r-r
<br />9•
<br />6'
<br />r
<br />6-
<br />9.
<br />7 1/2•
<br />9•
<br />9'
<br />9'
<br />9'
<br />1 (BOITOSI)
<br />+66.0 -72A
<br />6
<br />N/A
<br />N/A
<br />N/A
<br />G'
<br />N/A
<br />G-
<br />N/A
<br />S-
<br />N/A
<br />I t 2 (TO►)
<br />T-r 10 r-r
<br />9'
<br />4'
<br />r
<br />6'
<br />9•
<br />6'
<br />6-
<br />6•
<br />6'
<br />6•
<br />1 (BOT7011)
<br />MAnow "A
<br />otm
<br />ust. TRW a 6/r 1a, TMI TOP W sac
<br />Owe P BTIO o r r POI 1e W mom
<br />/PPLIWu t TO
<br />SE CORM � t
<br />IMALN,� M1E�
<br />-01A1114 YP (N.)
<br />I
<br />TAPpravi-
<br />-
<br />'CON
<br />or THEM
<br />+49.2 -61.5
<br />r
<br />4 1 4 1/2'
<br />2 (BOTTOM)
<br />r-S' OR LESS
<br />+52.0 -66A
<br />3• 3•
<br />4• 4-
<br />2 (BOTTOM)
<br />r-6' OR LESS
<br />+36.0 -72.0
<br />2 1/2• 2 1/2
<br />4• 3 1/2•
<br />2 (BOTTow
<br />7•-6. OR LESS
<br />+SS.O -72.0
<br />2 1/2' 2 1/2'
<br />N/A N/A
<br />2 (eDTTOM)
<br />7`-6' To a
<br />+66.0 -72.0
<br />N/A N/A
<br />3• 3'
<br />2 (BOTTOM)
<br />7'-6•
<br />SPAM SPACING
<br />-Y Min.
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />BOX& 3//r - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (cst.t.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L' SCHEDULE
<br />fAPPI_r•u r f2Mlr ro i(CTrrx 1 t 2 r101L tcn PTNLLEE WIM SrMk
<br />SYSTEM OM SNI[E7 tbf. ,
<br />1YYOM ASA
<br />Noor-r- (M2� P; tM m' O°1°OpM
<br />•eAa -T'2.6 r-r a fl♦' ,Ram
<br />= ear 16 FN AIM•OM I4PE A SNa1O FOR MMUAnow S00 FOOD FRAIL BUaom
<br />momm 000" woo" AM wo mm EDM Owwm Am e41 ro N ILA SRmULL FN
<br />to. LIM iMMM vC.CK D N SCHM= IO,ICI ANCHOR SPAONO GV AALTI L"G SPYLro
<br />fowl N smmu BY 119 rcuoM rAcmw FOR ne OPE VAM TO BE POSSB{E,
<br />ADUCD VNIND ONMeR) LOO FACTOR OWL MT SS LESS IWN MO AM W CMIS
<br />Somm FIX CNN ANDIal TV" off A *4= Law&
<br />NDNOS TWt
<br />_�/••� _
<br />V4`1...
<br />_ I/4S _
<br />1/4.
<br />T/4U
<br />beoaN
<br />e rMP.aRP
<br />aLA-N
<br />N, mom WNW
<br />a
<br />2
<br />a
<br />a
<br />2 1/2
<br />4wPwlllp Q.a
<br />a
<br />3
<br />3
<br />2
<br />3
<br />Racy YOU
<br />6
<br />a
<br />a 1/2
<br />a I/I
<br />4
<br />AWJL 9A I= BONNIII
<br />IA00
<br />-
<br />3 1
<br />----
<br />_
<br />-,- -
<br />--
<br />- Im
<br />(VALID ONLY FOR PAMELS (Ut W I STAWLMLDIM AS PER SECTIONS 1 TWIU 10, ON SHEETS 4, 6 t 0)
<br />MAXIMUM AIeDM SPPAM FN UY - 3 I/r ••
<br />PAD:: OEM
<br />TIPCN
<br />a TAP -CRP
<br />GRAIN
<br />PNSAM 1E PEOPLE w
<br />►MOAM PLUS
<br />>fOtq SET
<br />APqUCANIE To
<br />SEC1w a t
<br />wmm
<br />PMSSt1Ik
<br />MTMD
<br />ro aMcanr
<br />TO
<br />cauoNrE
<br />TO eorDAex
<br />10
<br />aDDA[1E
<br />ro tOAlc tTE
<br />TO
<br />BLOCK
<br />XSLOCK
<br />TOCOIRWIx
<br />TO
<br />COMpMTE
<br />e,l1N
<br />ToeO11CA[T[
<br />to
<br />CONCRETE
<br />eloa
<br />To Q)NCKI[
<br />ToANr
<br />NXPOAl1t
<br />eloa
<br />COLIIMNATON
<br />a low(Pa.)amRapt
<br />(a.)
<br />LOATH t• (eJ
<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 />N/A
<br />N/A
<br />I (TOP)
<br />r
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />0-
<br />e•
<br />6-
<br />6•
<br />r
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />a-
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />a-
<br />N/A
<br />G•
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />56.5. -72A
<br />61
<br />N/A
<br />N/A
<br />N/A
<br />61
<br />N/A
<br />6'
<br />N/A
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />3 At 4 (TOP)
<br />>r-B' TO r-r
<br />OR MESS
<br />r
<br />4'
<br />N/A
<br />N/A
<br />6-
<br />6'
<br />6'
<br />6•
<br />6'
<br />a-
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />a-
<br />N/A
<br />6•
<br />N/A
<br />67
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6'
<br />6•
<br />a-
<br />61
<br />N/A
<br />N/A
<br />4 t 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2"
<br />6 1/4'
<br />1 12 1/2'
<br />6 1/4•
<br />1 6 1/4•
<br />6 1/4•
<br />6 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />S (TOP/wnom)
<br />60.0. -53J
<br />N/A
<br />N/A
<br />12 1/2•
<br />6 1/4-
<br />12 1/2'
<br />6 1/4'
<br />G 1/4'
<br />6 1/4-
<br />6 1/4•
<br />6 1/4-
<br />N/A
<br />N/A
<br />-6 QOP/BOITOM)
<br />'-a• TO IV-2'
<br />06.0. -72.0
<br />N/A
<br />N/A
<br />a 1/4-
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4•
<br />6 1/4'
<br />a 1/4•
<br />6 1/4-
<br />N/A
<br />N/A
<br />0 (TOP/BOTTOM)
<br />r-r TO IV-2-
<br />N/A
<br />N/A
<br />N/A
<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 I/4'
<br />B 1/4'
<br />B. 9. 10 (TOP)
<br />A -48.0
<br />••
<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 />a 1/4'
<br />6 (BOTTOM)
<br />OR LESS
<br />a'
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />G•
<br />6 1/4'
<br />6 1/4'
<br />9 (BOTTOM)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<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 1/4'
<br />6 1/4'
<br />f0 (BOTTOM)
<br />9IE ear 14 11 me 12 IN 44mm T,7E a 9404 IAA N6TNlAIMMS INTO mm ►INK YDM
<br />MAMMY A101DR VACM AND UPM6N DOE ORIANCE AIR 610CATED ON THIS SCNLDUU! IN EA, LW
<br />TWIN mmou N mmu Man" ANCHOR SPACING SY MIA7DtYPw VACNO *am N 901DAE M
<br />THE FOUAVM FACTORS. FOR TINT OPERA ■ OPERATOR TO SS POKL SS9NCto VOODOO OWmO 1D LIDIACIOM
<br />eM L MOT Me IEB6 TWi Wa M SPADNS 00MID /D, EACH NNCIOR T'IPE AT MOM MM.
<br />ANNN IMP[
<br />1/4.
<br />"M
<br />1/5r
<br />OriW-e1P1ww.
<br />I/r.
<br />1/4'•
<br />T/4•r
<br />1/9.
<br />SOLD-M
<br />MOW
<br />o NM•N
<br />M mRYDR s•IOSw
<br />a
<br />]
<br />a
<br />3
<br />••y„LM„I,m aNAAw p.J
<br />a
<br />2
<br />2
<br />1 a
<br />ALAA�1 011I-AM el.r OAJ
<br />2
<br />3
<br />) t/1
<br />1 3112
<br />4
<br />2 1/2
<br />AOIR M6�
<br />FAOTOA
<br />11
<br />-
<br />m
<br />Pm
<br />r I,m
<br />Im
<br />I -
<br />I ,m
<br />In
<br />-
<br />INSTALLATION DETAILS FOR REGULAR PANELS (b & U
<br />INTO EXISTING WOOD STRUCTURES
<br />\\'< - !_4I s i°r oPnirnaTlPAWUAXTE oLUS mI_�1 PLUS
<br />i i°• ox 1 7 ro �, �� a i°4twtllwx
<br />1
<br />y EXWM WOOD WADER OMINa WOOD HEADER /Y EOSINS WOOD WADIM
<br />eIO e I rAw mo a llN'I low .
<br />Raw NfAOEI, WOOD HEADER � '` 2' \ I • IM O.C. '• 6 ,/f OC
<br />NIO
<br />o
<br />(: f
<br />I i I
<br />' ; ME Se1DAE am
<br />SM 0:1113 N �p1 .DfOU�E
<br />L e i �, TOR . SDiLWDH I f rN rL.e6'LTM/MMIIN
<br />N'OA m DAR •.: A m eL/O. m MCAT '
<br />-- -.. -, Ma. PAWL LENGTH \,'___ Ilm. PAND. LLa1N .. � uwm
<br />1/.•P-aMr 56,. ' (w "MI) ,Ny-2m, 1ta ' (SEE MOLE 1) ,/N.-MINI' 9,i. (SEE
<br />IIf ra r/ T/IY . ,La r/ T/•1 . : MEmy/a1'r/ T/rr . I
<br />r
<br />{tt I
<br />OaA 0dt ' I Or •L'
<br />OF 'L' OF t• I MAX
<br />MAx M, j
<br />M WWNN�1
<br />I I I y
<br />1 I -
<br />- L , 4Y LAG 901flYd
<br />r.4•,I700_?LA1�► J I ' �` 1M 10 iMNeIALAx PLUS rM• HOOD PLAT4 i-i_.) } r.4• N0001111
<br />I ' -_' - WNf REOUND '� 1 i, '� I PENLTMTIN AT
<br />IRGLINEo ` s 1 4 ac, SS T W® MDWDrn ,W Nwx
<br />_ i f MID WIDM OF PLATE _.-1/4 0 IN sewn t
<br />3` o.c. suaou[o W/AT MIDNIM Of PLATE
<br />i
<br />1�._1__' I � j � � „ 1 �� 1 t • wi. A � I
<br />SCALE
<br />a/B.1
<br />SCALE 3/e-t eYLL
<br />1. INSTALLATIONS FOR ALTERNNTNES BW. OW t LOW ONLY VALID FOR fLN111
<br />BUUOM WITH A.S.D. DESIGN LOADS UP TO +43.0. -40.0 pm.f. AND •
<br />PANEL'S LENGTH UP TO 12'-4' ��P/j
<br />L FOR REIN WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN �:••''•CEN
<br />PINE N0. 2, W( SPECNRC DENSITY OF 0.55 OR COITAL. �;' �% FLORIDA BUILDINO CODE (Nigh Velocity Nu no Zone
<br />NOTE FOR E2WLB•LA.,InPN eF S�eTloAls: ? N0, 4 ? * exm w,e10 PIG 20 CAGE GALYAI6ZED STEEL STORM PARR 6R�w w
<br />TOP A BOTTOM M/DUNTRIM CAN BE
<br />COMBINED IN ANY FAY TO SUIT ANY p�S2SW s a/eVf6r
<br />INSTALLATION. �•'• S I L E C O IM6. PROIECTKMI PRODUCTS. LLC. ODE:
<br />s O • l2 R10 > �oAM11 jj=
<br />I' 20-176
<br />f A Tf n•11.. , 'cur . A. , 4T Mrs wrUc ISOQeIe_1µ Reu 16e416e► eTn OFAMO MP
<br />Ru
<br />-'^"PUN L A >W/IMIWtMIF/Mw aA °00mA1. PC *M a or a
<br />t/•Y ,Aa SOMAS • r oa ■
<br />1 i MIL. rewADfO
<br />ro twao 1rAwR
<br />1
<br />N
<br />I
<br />worm
<br />rm
<br />NE012 1i ALTERNATIVE IVE 1 ALTERNATIVE 2
<br />��,((,.,,+,,�,Ir wDN•W C
<br />I m'aj'i�a r o c
<br />I
<br />I ED
<br />ED it
<br />I r
<br />on
<br />"100, PLATE
<br />I, l
<br />8 1A ALTERNATIVE 3 ALTERNATIVE 4
<br />,pt6s/B' IDMD BRw eMNIM r/
<br />/4ti ear u MA • r as N
<br />/4•.-w PAla,nx FowE D ,R ALTE ATIVE WOOD FRAME CONDITIONS A( ANCHOR LOCATIONS
<br />Pollan [ PUTT • r &L r , t/r M . „NIL W . ,•
<br />YMM MO outToom ro NOW
<br />PLATE MOPE : 9MIEO1 101000 Nm VMPI PN CARTY
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1 W
<br />SOLD 2/r _ ,•
<br />1. bwTAtLOMM ME ONLY vAOD FN BUIUMAS IN OEDN LLIDf V ro
<br />+SSA -7L0 PPI W ,xs tEwOIN V ro e'-e °.
<br />2 IN 1kr WOOD �Rml� lww "M moom TO SS SOUTHERN
<br />PM N.. 2, r/ fPEpfoCOO[NeT°IOOr OSS N IDUAL.
<br />N
<br />N
<br />N
<br />O
<br />�
<br />-0
<br />c
<br />c
<br />. cn
<br />ca
<br />U
<br />-0
<br />-4%
<br />�-
<br />cn
<br />�
<br />O
<br />0
<br />C
<br />2
<br />�0u-
<br />O
<br />3
<br />(Li
<br />O
<br />cu
<br />O
<br />Q.
<br />._
<br />vJ
<br />Q
<br />N
<br />o
<br />N
<br />W
<br />o
<br />No
<br />m.c
<br />H
<br />C L.` d
<br />to
<br />N t
<br />N
<br />Q
<br />O l0
<br />d N
<br />3
<br />Y
<br />6f a1
<br />w2
<br />41
<br />CIL_
<br />R CO
<br />u d
<br />C cm
<br />Q�
<br />N
<br />m o
<br />a u
<br />Ir
<br />0
<br />w
<br />W
<br />cu
<br />O
<br />L
<br />CL
<br />R<
<br />U
<br />O
<br />cl-
<br />CD
<br />Mcu
<br />W
<br />SHEET NO.
<br />SH 1,1
<br />
|