|
WALL AND FLOOR MOUNTING INSTALLATION FOR
<br />SPUT PANELS
<br />rHT R • . _ _�••� _
<br />/ I ((Ntf-R ALLOT)) ff. Imo' 1teA•R .YIN
<br />Firm \ IPA•• 1 t- ® (N• tOR 1 10Ifd) T \ .. 1• (M. LOP t °OnaNI
<br />�4-
<br />1 i L
<br />Y I wAMCr, ��
<br />1 v ,
<br />,{/ U7,/•n +Wn LIAR
<br />EDGE OF WALL ` IT., f- R/ L.
<br />1 e (1' .uInR.Iol Wro �u1r• T1Pr1„ La
<br />• AenrAAeM __ 4.-�'' - rR.°OmriouO1 °� \ r.-wnT'°DO`Roi ino/4•
<br />ti + 1/1' rANal+t d owl
<br />LAM. E.D. - % FAlap ROn
<br />1 i
<br />f f
<br />ELEVATION
<br />Fa YW tt..IWP�M LE:
<br />I f DETAIL_1
<br />t y� MO'3.II D.1
<br />I
<br />iff! -Sol
<br />DAM PwL�'a• or .aa) Pra_ -nI
<br />Ln4I,N • PRL
<br />11�11- M11
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<br />IT
<br />tu- - PICA-N RYP 6f :.. uNrYOi
<br />!W aa•O,A! e. NY Lrttl 6
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<br />NN
<br />as. SYS . r of YI0 raAEn ILQCNto
<br />`ANU j-H•
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<br />'� 1aDa1 rrrQ•rlt NPrL -i_ a l�r•ARr� R
<br />4eAAL)N __
<br />LEI a''y" -- TM I/.CON'°•-r -- 1 ..L-1
<br />1HCY 4. 7 • x Try l_ \\� ..3 In.4°r'raP i
<br />ELEVATION SECTION Y-Y \ N, SPLIT 510M_PANEL ELEYATION
<br />SCALE 1/4--,' DETAIL2 SCALE 1/4'-,' `'�/•cwx SCR.E
<br />FADE IN
<br />(AAA w0°rm1�01r)
<br />PaINT4 cocom _ ` - U - t W 11 1 LAN S;CNFDI71 IF
<br />IILOAAFA -' -_r
<br />� t^`I• I 1 USN ANorwt
<br />, r 1
<br />) 1
<br />C=== j 1 r✓�4r PNn�-a- Mv..Nn
<br />/f,S`/ �.. _ L _ � IOrONOm1S0 Kr_-,=P414A[ RAntl
<br />lert ID FDtIE ' '`/•T•� a¢ NRIDIN I. S.
<br />A
<br />M SNER P • N `-! "i ' �611 NIEt a
<br />- MULLION
<br />SPA" (R) •
<br />REQURED MIN.
<br />TUBE MULLION -
<br />C C-6'
<br />2- . 3' . ,/8-
<br />TO 5'-8"
<br />,' . 4' . 1/a'
<br />> 6'-1o• to 6'-D•
<br />• SPANS :ILoa FOR IS-
<br />jDESIGNr PIESSUR[ RATING
<br />SECTION 1 LngEMEx•S/VLL BL dl[N [0
<br />SCALE 3/8-1• PAVES l[NCM
<br />NOTE. MULLION CAN ALSO BE 06TAiIM 0/0 STONY PANELS ON TOP
<br />OR WFIDM SO THAI I, 15 LOCATED At TOP OR ROT1pM OF OPENING
<br />(OM PANEL OKNWG W/ TUBE TOP R BOTIOY)
<br />a
<br />�'1�P�'•VCENSF'l� f
<br />NO. 44167
<br />= * ' * *
<br />= FLORIDA BUILDING CODE (High Velocity HuFNcon• Zone
<br />�9��''• FLORID* = ��
<br />a°N0 R+Doa PILL20
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />CAIRN P,
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />an.
<br />• f V+•
<br />-
<br />L IL ECOING.
<br />�/ 4
<br />,Inv5 at
<br />LAW"- A 3,]1•
<br />P1ru¢ ")w n.e TAIL (.e.leel-r7I7
<br />TLLR iteilr,0 a tNON�+Nr110 rCOWMy
<br />-•.. ini-.,Wr-o1'r• r.-
<br />20-176,
<br />�"'•�`N�
<br />PL 1NJ61LN"rLeE/[Nr[
<br />U-00Lut
<br />WNTEN A 1RL1 Y_ I
<br />7
<br />_
<br />--
<br />4Mn t m M
<br />INSTALLATION DETAILS FOR REGULAR PANELS (l) dE db
<br />INTO EXISTING WOOD STRUCTURES
<br />e Y oC
<br />RNIw. •C�m"Cir.nar'F�r�' :,I r�ra'n AIM y_
<br />N /
<br />(p � � /r r
<br />,
<br />--�d -i V 1/r-- N w Win • H' ec / N - H/•1 w .Prw . ,' et y •-..,.H.•' q py,PPrrup'' p wtaR
<br />� - I AJ Ana +•.Wr.aA
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<br />I �•TI R sA�rn Y• oH1trR .Noe rt.PHA 1 � �. rats w NrHn
<br />r" - -'- 6Pj "rN w loiw �
<br />1\ � • rE'o'h'/
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<br />• I\L
<br />,n f '? �>� r � -7 i Vi' ROWN I '
<br />tw • H7 Inner
<br />I 'i L1'A,' � I I �p T.W�r •^W' _ '� I M '.
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<br />.'m°' ®o•n ' 'j 1 pI �• I '�1 I � �i+ ia
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<br />w NIY
<br />ptetemr-
<br />-GAR y.7HmII141 „ w' e I
<br />'rr
<br />! 1 WALL MOUNTING
<br />i
<br />INSTALLATION - ALTERNATIVE 3W
<br />T
<br />i 1�
<br />m so.1� nIr m Ise
<br />_A
<br />: ' I wi' ,o TINS, wlae
<br />1�R•�YN- np.
<br />H MR III r�°nP iRl �/a'oc _
<br />- -
<br />BUILD -OUT MOUNTING , ,, " P. , ,. •,
<br />In' •C ` IR YnN x; Le r a" 0`"N r ,® ' - -
<br />INSTALLATION - ALTERNATIVE I W ;' AT
<br />CEILING A FLOOR MOUNSIN4 W��L d FLOOR MOUNTING
<br />INST�ATION INSTALLATIONS - ALTERNATIVE 5W
<br />- ALTERNATIVE 4W
<br />WALL TIMC
<br />(SECTION AT TOP IS UNITED TO +55.5-67.0 MAx. SCALE: 1/4' - I'
<br />INSTALLATION - It`TERNATIVE 2W AS-D. DESIGN PRESSURE RATING)
<br />SU:E I, •' SCALE- 1/4' . 1'
<br />n
<br />--CONGA
<br />.I Tee ALrr.P
<br />FLOOR MOUNTING
<br />`4AW
<br />NOTES; L „unN,HrrAl, INSTALISCALLLN1/4-
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D. DESIGN LOADS
<br />'•
<br />UP TO .55.5. -72.0 ps.f. AND PANEL'S LENGTH UP TO 8'-B'. �; vCENi ?' - FLORIDA BUILDING CODE (High Velocity HUFNDone Zone
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN r
<br />_
<br />PINE N0. 2. W/ SPECIFIC DENSITY OF 055 04 EOUAl _ ND. 4187 e!)x ronm, INc 20 GAGE GALVANIZED STEEL STORM PANEL `P
<br />-
<br />i * . _ mJWtom
<br />NOTE _EO& -COMB BfAi14H_OF sfcrDN<. ST EOF� __ GLOBAL PROTECTION PRODUCTS, LLC. wL
<br />'.. IL ECOIND eooarmenQl
<br />TOP R BOTTOM MOUNTINGS CAN BE �F'' FL RID' '' )cam N•Y NaF �'"o iRWo cowANY oLWE IL_ ],+1•
<br />COMBINED IN ANT WAY TO SUIT ANY :,,,FS ..`q'G\� / I,,, ��,,,,i'n,..a,� • 1 uN,r war.. ua,), rA. ro64ker-env 20-178
<br />Len, rn-I
<br />_ -
<br />•S, Gu.ING Ne
<br />INSTALLATION.UAL
<br />1/11 111111N MAl/9GA111rIE/nAR ,.N f@ �'h., PL- ,
<br />1 44/, _ _ 41utT 10 fP ]r
<br />_1
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING ({.mAj) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />IVYIn nNII FOR PYrt.11F71 A A e6TALIAT%INS GAS PFR RSr:TKWs 1 -11 1n ON SR6IFTR • ♦ r a1
<br />WrluwPq[wgSaUDRE
<br />Les r EENOM
<br />MAWAC 5[y /.ylQ
<br />70 LtASl�� i ClWll)DN
<br />�Il1fMl 10 A rC
<br />rN0 M�+I C01�1/MI"
<br />.56.5, -1[.0
<br />'1. OR Va8
<br />i 1J+•
<br />umiami 6
<br />I nou 3 A 7
<br />.'•• -72.0
<br />>Y-0' TO r-1' IN..
<br />[ W.•
<br />L-emm
<br />, TRU 3 a 7
<br />4/60. -72.0
<br />aW-W ro I1•_2• I.a
<br />! tn•
<br />• •�>� "' -
<br />mIM >K'T+1
<br />-.3.4. -N-O
<br />la'-4• OR LESS
<br />t S Tn• -_-I
<br />6, 6 a 10
<br />e3tr[0 N/ 1/41-M" 3% - A RNGMP AT 0,r1R.W A WOUNCN OF TRTEL
<br />NALID ONLY FOR PAMELS61)k QINSTALLATIONS AS PER SECTIONS 1 1HTIU T. OR SNETIS A A 5I
<br />MAXIMUM` AS-D.
<br />DESIGN
<br />M[%gLAI(
<br />PAYING (A.1)
<br />NADNUI ANCHORS VACM POn 10 - 3 )/2' "
<br />TO
<br />'TORS I
<br />ANY WmetworoM
<br />G TIT,
<br />_
<br />LOgM i.• OW
<br />TAPICON
<br />OF TN -GIP
<br />.. CA -A,
<br />I•N,ElIxR "UNN L ATrMYA..X
<br />IOU[
<br />- COIKREt[
<br />- R
<br />10 OOMO1ClE
<br />0
<br />IlLow-T°ACK
<br />10 CONCRER
<br />C
<br />1° NKNEr!
<br />OO`.Id2R
<br />SO MN'RTE
<br />--Y�
<br />BLOCK
<br />r
<br />N/A
<br />N/A
<br />4/4
<br />e•
<br />"/A
<br />•'
<br />AyA
<br />a'
<br />WA
<br />I (TOP)
<br />1'
<br />e'
<br />WA
<br />N/A .•_-
<br />- 4' -
<br />- r
<br />r
<br />or
<br />r
<br />r
<br />I (•OnCNI)
<br />11'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />a'
<br />WA
<br />r
<br />N/A _
<br />7 fIOP)
<br />r
<br />N/A
<br />M/.A
<br />N/A
<br />1•
<br />MIA
<br />5'
<br />N/A
<br />r
<br />"/A
<br />, (60110Y)
<br />-55a. -73o
<br />v
<br />WA
<br />N/A
<br />-/A
<br />r
<br />WA
<br />1•
<br />%/A
<br />r
<br />IVA
<br />3 a . (TOP)
<br />Y-s• OR um
<br />ONLED
<br />r
<br />v
<br />N/A
<br />N/A
<br />1'
<br />r
<br />r
<br />I IT
<br />I'
<br />6'
<br />3lw"oM)
<br />6'
<br />M/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />e•
<br />N/A
<br />r
<br />MJA
<br />y cyop)
<br />r
<br />3'
<br />VIA
<br />"/A
<br />r
<br />6•
<br />r
<br />e'
<br />P
<br />. a m , (emAO
<br />MAID
<br />"/A
<br />1, 1/2•
<br />6 1/.•
<br />17 1/3•
<br />a 1/.•
<br />6 1/+'
<br />6 ,1.'
<br />6 1/:
<br />0 1/•'
<br />5 (T_/& MM)
<br />SE[ SIQR W a HI IOR ANGH)NS ttM A "NC•K' - INSTALLATIONS INTO wow rRU4 {ND°ID.
<br />YMIIAI ANCHOR SPACINGS AND RRRIWN EDGE 06TAHOE APT MDCI.TED G THIS SCHFDLEL FOR EA LM
<br />MAN for To ON ScHOULLE -2vI-1 NCHOR 3PACm BY NLA""L u- 7HOIMN 0. SONEDuIi 4T
<br />THE POIIAWNG r lUNS FOR THIS OPEENTI(N TO N PQS$W. REDUCED SPACING GINNED ImM FACTOR
<br />YIALL MG R LEST THAN YPiY,IV SPACWO NDIUTIA OR URON MCHOR ,M AT ANGNDIla loom
<br />w� 7767
<br />V.'.
<br />.rtz
<br />I/••.
<br />o tr-:
<br />1/P.
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<br />41211111. 11 "a momv
<br />F1Cw
<br />-
<br />--'-- a 1
<br />+m
<br />,m
<br />Inv
<br />No. 4167 �-
<br />it TA,
<br />STA E OF •� .=ff'�'
<br />N IN f IIAAI.OPATI,RL/OlR
<br />FLORIDA BUILDING CODE (High Velocity Hurricane Zone
<br />rw7o Tart-. WC
<br />IL EC01NC \
<br />20 GAGE GALVANIZED STEEL STORY PANEL.
<br />cWAe1. pn
<br />I L:
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />.40o s W. m ❑PINT
<br />O.K, rt rx, l(
<br />w,ae (tl.Hel-76.6, nwr (.CORN-a7s7
<br />MrL
<br />,- NNO)�CO NACOCOa r .1
<br />•-. (N T - URN Ie o.N n1_,rI "
<br />RNTl. A. MUT - PAt
<br />20- o
<br />G%AAW
<br />-
<br />_
<br />-
<br />_ _
<br />FRET IT a u
<br />1/4• ID . 5/1• LONO MASS /11N•NG e/ INSTALLATION
<br />DETAILS FQ•R REGULAR PANE
<br />SO
<br />A h�1
<br />+Ji.'°'•s' /.' FOR
<br />O
<br />• ° ""
<br />t 6; 4'
<br />PAIQ a*DTId w ro;-a a , o.c.
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />/ " awMs w m r-a- - OR I,•-,o
<br />"EL7YR 'Do" ID a*PNQAAR Plus •
<br />' 2 T , 0 C UNTIE 1/2- Uri. O4rAGE0
<br />��`'� MPEre(PAnoN
<br />m IrAau GAR Au LnnYs w
<br />"\ I
<br />64' IIa-
<br />r"
<br />_IJ�y w xErwS • r Ic W
<br />'I
<br />Roo°
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<br />I
<br />4 w•
<br />, i
<br />rV• III
<br />ItEQ
<br />I
<br />/ \ IQ
<br />-
<br />1
<br />I
<br />Rrprllm R 1 1
<br />III
<br />I
<br />I
<br />1
<br />tR000 NF.1aot
<br />1
<br />i
<br />f
<br />1 1 4
<br />4
<br />LT�Wj i iiYi ]lYEE 1 W
<br />ALTERNATIVE_2W2W
<br />1
<br />SEAL F 3/8-1•
<br />SCALE 3/6.,•
<br />-rV
<br />f
<br />1 [
<br />SITE scMOua ON sw a 1
<br />ON 6
<br />,0
<br />SASS 1 )p1WW
<br />FOR ft. f f,
<br />1
<br />I MRC MS)nT p•
<br />,�
<br />1 ro BLABS. i
<br />C„"j`*'•'- I
<br />E01
<br />'I
<br />EO
<br />t
<br />IF
<br />; +
<br />I
<br />EDi
<br />o.
<br />60
<br />E0 f
<br />EQ,
<br />I.-
<br />En� `
<br />EaF .
<br />.Too PLIn
<br />11
<br />1J.' ID • 5/r IONO aRA35 IRrSI1Nc
<br />I/4•. 2T%I2' S S N 3 • 4 1/: O C
<br />` Jr.-,/o.�rWsas/y
<br />. �
<br />ti
<br />PD. PANEL LENGTHS w TO V-0• AND 4
<br />�`•�`' I
<br />Rw0 Nut R U.G
<br />4 w
<br />1 • Oc FOR "No" UP TOr-I' M,H
<br />OR III-1O RVNELMLR FINAE To DR
<br />/.n Ie rcNLNS • °' o
<br />PNUEUNIXt nuE I n ,//: o. C Wren I
<br />1n' IRIAOCa
<br />, Hn- Mn T,.CApfI
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />tar. r(Xr1PArIGl AT
<br />''i IITOROTN ITT. I.WOOD wA1E EON
<br />1- M PATE �
<br />ITMnMOP, tlr PHA¢
<br />;cKE 3/R-'.•
<br />SCALP 3JR-I'
<br />f1 Nl ICN(PHS UP toa'-e IAA,
<br />I_N•1-m
<br />&
<br />DIRECT MOUNTING INSTALLATIO)!{ $SATED.-D L11
<br />ALTERNATIVE 6W
<br />Id NG INSTALLATION
<br />CONDITIONS ANCHQR LOCATIONS
<br />VCTf, SNUrFR FLACKS RO SHOWN FOR CLARITY
<br />SCALE 3/6-I-
<br />SOLE 3/6-1
<br />TIQ/t 61.
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS
<br />UP TO +55.5, -7L0 PSF AND PANEL'S LENGTH UP TO B'-B`
<br />DENS
<br />'-�: \i F
<br />FLORIDA
<br />BUILDING CODE (High VelocityHurricon•
<br />Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />3
<br />16
<br />lime n."Ca We
<br />rP
<br />PINE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EOUAL
<br />NO• _*
<br />I
<br />20 GAGE GALVANIZED STEEL STORY PANEL
<br />oRan, W
<br />°FCTj0I1,S.
<br />-
<br />i ST EOF'`�"r
<br />TILL C AND
<br />GLOBAL PROTECTION
<br />N PRODUCTS, LLC.
<br />NOTE FOR COMalLAt10M oF'
<br />,a.,
<br />-
<br />FL RID�-IEt---
<br />/ E-T O
<br />4aDo iP. e, etw,
<br />'^tt
<br />TOP i BOTTOM MOUNTINGS CAN BE
<br />,•F,
<br />Aet�',�D,,f;
<br />y
<br />ar. NIX!,
<br />>a ...r,N �.
<br />;NNE. n ]371•
<br />In
<br />wac (aw)oe•-7s.5, f.S.RRe-s7n
<br />20-17
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />•, .sp'
<br />'FIN/MII
<br />OR'R1C "`.
<br />INSTALLAIIDN.
<br />H1n/IN1 C 9[IA/el0llAfIRNJO.tt
<br />f:A-OOm)iV
<br />WKRR Am, J,. P.[
<br />r�
<br />1NF[t n p a4
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.a f,) AND CORRESPONDING MAXIMUM ANGIO
<br />SpAGjpLt;�cH�QULE FOR REGULAR STORM PANELS d) & IAA INSTALLATIONS
<br />INTO EXISTING /CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANELS Lr/k RI INSiµU1TIONS AS PER SECTIONS 1 TNRU 10, ON SHEETS 4, 5 it 6)
<br />NAKIMUM
<br />10 1lF-
<br />YAneum moon smACMto FOR E.O. - 3 1/2-
<br />TAPCON a TAP -CRP CALK -IN PANEUAATI IEIIV.E ID PAFNIWI[ PLUS SOLID SET
<br />N'PiKMU r0
<br />SECI., / A10
<br />MAaHY1.MN FAH(,
<br />,MTSS•RC
<br />MnNL
<br />1p,1)
<br />_..._
<br />TO CONCRETE
<br />CONGER
<br />STACK
<br />10 CONCRETE
<br />CONCR[R
<br />ROCK
<br />TO 00NCRIEN
<br />To
<br />CONCRIM
<br />6LOCY:
<br />TO CONCM71
<br />I IbN i7
<br />YDFJt
<br />To CONpRTE
<br />To
<br />CONCRETE
<br />BLOM
<br />TO COIICWCYE
<br />I,
<br />CONCW[rr
<br />SLOCI
<br />OF df1''nON
<br />HEN
<br />- LMGTII
<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 />I (TOP)
<br />6-
<br />4-
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6'
<br />6'
<br />6-
<br />6'
<br />N/A
<br />N/A
<br />I 1 (BOTTOM)_
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />5'
<br />N/A
<br />8•
<br />N/A
<br />6-
<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 />5-
<br />N/A
<br />5'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />,55.% -72.0
<br />8`
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />8'
<br />N/A
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />3 d 4 (TDP)
<br />3T-5- TO W-8-
<br />OR LESS
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />a'
<br />6-
<br />6'
<br />it.
<br />B'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />a'
<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 />7 (TOP)
<br />6'
<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 />14 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />6 1/4-
<br />12 1/2•
<br />6 1/4-
<br />6 1/A-
<br />5 1/4-
<br />6 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/00710M)
<br />60.0, -53.3
<br />N/A
<br />N/A
<br />1 12 1/2`
<br />1 6 1/4-
<br />12 '/7-
<br />6 1/4'
<br />6 1/4•
<br />6 1/4-
<br />6 1/A'
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (10P/BOTTOM)
<br />re'-e• To I1'-2'
<br />55.0, -72.0
<br />N/A
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4-
<br />6 1/06
<br />1/4'
<br />6 1/4•
<br />N/A
<br />N/A
<br />8 (TOP/BOTTOM)
<br />9'-a' TO 11'-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 />a T/4•
<br />6 1/4-
<br />6 1/4-
<br />6 1/4-
<br />B. 9, 10 (TOP)
<br />+3.a, -48.0
<br />6'
<br />4•
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />M/A
<br />N/A
<br />6'
<br />6'
<br />8 1/4'
<br />6 1/4-
<br />6 (90FLOM)
<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 />6'
<br />• 1/4-
<br />8 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 />B 1/4'
<br />6 1/4•
<br />6 1/4-
<br />6 1/4-
<br />10 (BOTTOM)
<br />SEE SHEETS IQ. IT AND 1, TOR ANCHORS TTL A SPAC.10 FOR NSIALLATKNS IWO WOOD MAW 61LDNO
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<br />1/R1-AGtt' 66
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<br />Mav PANEL LENGTH
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<br />I
<br />-' III,L PANEL lE,191/1
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<br />1/.Y->pr1' 6.{... ' (SEE Non 1) 1/•'�>oKr• Sa
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<br />scuL 3!e-'
<br />1. INSTALLATIONS FOR ALTERNATWES 6W. 9W k IOW ONLY VALID FOR
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<br />•`NaaN
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<br />PINE NO, 2, W/ SPEOFIC DENSITY OF 0.55 OR EOuAL.
<br />y1P. JCEN$F '-
<br />FLORIDA
<br />BUILDING CODE (High Velocity Hurrlcone
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<br />NOTE FOR cOYRIlN770N of SEcitONS
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