|
I I 1 Ill 11.
<br />1
<br />,DGN.�4,xA
<br />I m ESMRc 4N
<br />I
<br />WALL AND FLOOR MOUNTING INSTALLATION FOR fl4 •."-I.15W '�R m W"ALe4 ,
<br />_ SPLIT PANELS OF.�R P+ 10. 4 6�16..,
<br />-r_ _ 1E...T ,N.O.ws tsa »Rout off _ _ _ _
<br />11
<br />'� ,2 ``,1 i. :aNLn i 6°`ss 1 I
<br />Ott' 1 - r,xlr/.'q-e' I'.2".I//..•p'-r T T. ..--._r_
<br />�- 1 �'Ibs• 11 \� 2. , : -®( j 9 I•.i'vimlai c �S 1, • �- eonon :. I I 1 I 1. ! I. 1' _' I
<br />I i 1. A 1, -f r I 'F_ ,.a1 i- 1 Lei,/.Y,W,N- I , i 1 1 i i : I 1 i I _I _
<br />Imo- L� 1�• ' �- r• - ' - .. ' 7_�4,
<br />/- ,.mror a NUI i I I I, * 1 I I l l 1 , l 2
<br />"' s/1.Y iAPEON !� I' 1 I
<br />EDOE O wALL ) L W eMlan * 1+/•• C=4 1 I I I �'..
<br />I ( APPuaO¢ ®' ®, . loc lwi. o :) s/re• TAKP s. 1 11 1 I I
<br />I 1 I -1 ,' _ _ - 1 F TACI[T[ P aoNT I..aeta I/ x , I
<br />1 I -.� 2, 4 -_ _ R!o ■0Ca `. NNOBTE aIGP i I 1 { !
<br />MN ED _sU0 .1. I I i I I I 1 i I
<br />.41
<br />1 I 1 f !) 1 1 1 I :I
<br />1, ELEVATION SECTIQItI X-X , '
<br />SCALE• 1 4 a 1' t
<br />1 1 I DETAIL 1---1-.I, - -- '
<br />I _F _ Iww ./S -o- Ne< rw: `' ITT?�-T-T--T __T.T`. - i
<br />J -- ---[C.PIN . ,R90P M, - se _,,,'-'---�,- yI rules• • (� xM➢,AE -�--� '1
<br />1 0< 550 ,al. _ I I . ,
<br />InA,N :nP6d ry.�.f P�NerP -
<br />xK AN eou-n Au v .Ma I! . i i I t i i I i+ l i � 11 I _ :;- ,
<br />f ih .- ,„e
<br />1' - !I lllE fRrNLnx D(irl i I I I h i l l I I i 1 I i I j i
<br />I1/A_ I 1 1 1
<br />--1 uo.y'ane v_.cI. +-'3'-' , ,/r ! I I I I 11
<br />I 1 `.b / f, V1116 C EONae7,. Geo," --- "" r0 : I
<br />1 i 1I SS SKS • e' P Y 10 / FILLED ROCK 1 1
<br />1 I PNet w '-o• - ..a 1 -.,gam (]1 1/.ll�•. T,*N 11aT5 - !
<br />t--�EA�01 I A , mas.,w, .`AG }- - _ =sue_ _ - N/;"* * . Mn -__ _ A 2 I I ` 1' I T 1 1 I z 1 I of •x o ...I.. -no ...r r. .AuoH _ � ,1 � I I !I 1
<br />1 I ( - v - rs.v...a_r - I
<br />W,n M of
<br />�Q 1-�-' -- 1 ,_ \�- ,
<br />_OM 9 . It , • TA YI® _ V 2 (]IP�tO�• i DUI, l--® - - ®� ,I 2• -- rRL-0n ,PM • ,ZQ N4W, SaNUE
<br />I---L % -j I 1
<br />I II, SECTION Y-Y SPLIT STORMPANEL ELATION
<br />'� 1 Ij•, filEllbIlgti uaa
<br />1 (`+ SCALE 1/4•.l- DETAIL
<br />2 SCALE 1/4--,' P.•Niu Mn SCALE t/6'-,'
<br />17 EN L 0, Yi1Cii�i
<br />. 1 Writ OR MN
<br />' Ii I/ VA ' ' t11111I IfNM SCNEOULF
<br />I `. I I ~ I CpSMn AA-
<br />" " I _," sENNA1
<br />( I I I ON SNQT4 . ! .)
<br />C _ _ _ i 1 AAME W/B -Y TILL AA1WL
<br />I 1 IEHMM 6 eEi,`el PR[SIUR M,WG
<br />=�El� °F S5P Pal. -TOO yr.
<br />{56 w.KrA( ,--"-�.� w SEi rENe r, 5. ♦ .
<br />W .mS .. e) ` _ _ 1A SHE, .
<br />Vol MULLION
<br />REOLINED N-.
<br />SPAN in ) •
<br />TUBE MULLION -
<br />4 C-6•
<br />2- . 3' . Ile-
<br />D C-4. 10 5'-B•
<br />. ..• . I/e-
<br />5'-a- to 6' IOC
<br />2• . 5' 1/5'.
<br />2' . 4' 1 1 '4
<br />It'- to' To a'-D"
<br />2' . 6' . I/e
<br />' WS O +,e FySOR ,AS_070EDSOq PRESSURE RATING
<br />•• M L TO ESOP +'to 35NLE 9E ORRN'LO
<br />SECTION 1 NGFN
<br />SCALE 3/6-"
<br />NO'E uuwoN CAN ALSO K INSTALLEDw/0 STORM PANELS ON TOP
<br />oR BOTTOM SO THAT n IS LOCATED Al TOP OR BOTTOM OF OPENING
<br />LORE PANEL ooENNG w/ TUBE Top R BOTTOM)
<br />FLORIDA
<br />Hurricane
<br />INSTALLATION DETAILS FOR REGULAR PANELS."1. A ';' Al
<br />INTO EXISTING WOOD STRUCTURES
<br />._I -1 r
<br />1{--- .) M. roe.. roc
<br />IMv Mc gePN .roc •/ � I+,�,
<br />I i.:I /-.1Rm,W1•'6 W1cmSP'AmL""'°�
<br />1 • 1
<br />rWP INbR•MY,P-_-- U , .lEWn.PWOAy-
<br />Ej}_--_ -e./ WI* .PAL1 "./ 1'r3/c SMwS ;A�O�IR•0 KEP+INAP,W,•1aK1M,M•i i'-- �_ I/,i �(Y,�i neWI�,OR1MM, 'IPR"W
<br />��I a "Q
<br />1 (, -,:- MP ro -j I
<br />pR�NO
<br />. oP__;_
<br />"-f 1Y I ' �WIIM°•0'•Niq 1 mG.H'
<br />,� I I
<br />6f-44+
<br />tIr- j 17 LI ;.!1n ¢ ;'vr •°"r<,wW„I�°PWNW/ill -1,
<br />II , f I y9 IPPP ""' �410" 1 _
<br />I • I ' I Y : I i
<br />re;
<br />1 -Trio W C ■ B 1� fa[..vi-.% : }■B
<br />- I I , �, ■M_ I I
<br />ii�
<br />I,
<br />!0- f F. I =41 �' I \e -� '-aMmasN6Me IWr
<br />--
<br />I _ a a° .
<br />I 10e T REAR I
<br />A a>O�MYTOI i
<br />i LQ�I . I
<br />>
<br />/ 1- 9 L5 6
<br />-F
<br />[y'
<br />! ,.I .m.Tw I G �- q - - �• t - y j ,Wo rMF _ 3
<br />D
<br />I- w'�N> - - e
<br />.o. m am ( j oo,eM+IDN I
<br />y i
<br />' aAa. 1 E }
<br />i
<br />, E I INSTALLATION ATION _ ALTERNATIVE ;W �,�� I -.I"'- I
<br />j ;AI I `. SCALE: 1/4• - rNP. • o< , r_-=�f _.ow TEx I
<br />Nnu /rrn
<br />- l
<br />TILL f __
<br />i os I i
<br />1 .uwm I
<br />--A- -AIL Lt-L )�_�
<br />N -. -
<br />7
<br />BUILD- , OUT MOUNTING -
<br />1 1 I. /. .nW'ep - . � /,.'"' _..-___7 .r-�-
<br />iwAP.P
<br />INSTALLATION - ALTERNATIVE 1 W I It N n. A - - ;( f _ -
<br />I A 1..*Pr W •un 3'
<br />SCALE %W - /` .
<br />CEILING t FLOOR MOUNTING WALL i FlDOR MOUNTING
<br />WALL MOUNTUIG INSTALLATION- ALTERNATIVE tW INSTALLATIONS - ALTERNATIVE 5W
<br />(SECTION AT TOP IS UNITED TO +55.5-67.0 MAX. 9(YLL 1/4• - I-
<br />INSTALLATION - ALTERNATIVE. 2W AS.D. DESIGN PRESSURE RATING)
<br />SCALE. 1/4" - I' SCALE 1/4' - I-
<br />�i,�oc -li,'
<br />i i
<br />' I rr• m _
<br />'si c.+ I - "P.e
<br />.P - N.P.
<br />1
<br />S •btl.L- _ Mr _
<br />FLOOR MOUNTING
<br />1 uNuu NI INSTALLATION - SECTION 4AW
<br />NOTES: I„LN•A. TI L , SCALE: 1/4' - I'
<br />00,
<br />C6;I
<br />1. NSTALLA71ONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS `, -.!�
<br />bi
<br />••'f1
<br />UP 10 +55.5. -72.0 p.s+. AND PANEL'S LENGTH UP TO a'-B' ,.•T'y�?.••'��CENS •� FLORIDA BUILDING CODE (High Velocity Hu 'cone tons
<br />Z. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0 55 OR EQUAL '. ND. 4167 z o3010 T'� •A' 20 GAGE GALVANIZED STEEL STORM PANEL rP
<br />o]M/wa
<br />,\
<br />NWiL10 CWIWFUN-AnON QF__aFw _. 4�y GLOBAL PROTECTION PRODUCTS, LLC. °ACE.
<br />'OP; ST E OF :. �� _
<br />i L E C O
<br />,` INC. Lem S.W 51 STREET
<br />TOP & BOTTOM MOUNTINGS CAN BE '-.,AG,eF;- Ft. FIND ',:' '7/1'�.' TILLT T11 LW a C1, o4C0,1P 1.r ggxL (Rs.M0i s, n3'''NI ns * -a.- 20-176
<br />'O "tN�`7 -
<br />COMBINED iN ANY WAY TO SCAR ANY S A " � tat n .w ,e ar) m-IN, auwx '1°
<br />�NSAQ 'AL --
<br />INSTALLATION. a-moW„p
<br />'1111N IINIU /mow /D"R 'tlLTERA I-. PC.
<br />FLORIDAllc M,6] _ _ _ j _ S.[a to O Is
<br />CONCRETE ANCHORS CONCRETE ANCYKMIS FOR CONCRETE O.C.M. SEE So.Eow ON SHEEN 1.
<br />TOR B000 SC.EN SEE MC. ON SLEET ,S
<br />, 2. R 1W/15
<br />(SEE s � ION (SEE u � oN _3-_ ( ft.
<br />•.:.
<br />- - _( `C.EO caNRER ,�. _ l.J ,- T/4 2/4. ?!f'4 3/4 w 4/4 1. 2 h 1W/15 _ 3: W
<br />...._
<br />.SOD' REOMRER i
<br />i 5m- • •- _-
<br />...- 1 -- . -
<br />PDNRED CONCRETE I _ - -._. , 2Mw• - t (-�- ...Ni 11vi I�--/- I -I- _T-'-'- ___ _ , 1�1_ _ - _
<br />F I 1 -_-1' i'�i •I
<br />,� I `, _ 1 1 I; ,, I I 1 RENAR_D \\ (. CaIA fpt! ! 1 I 1 I : I
<br />I
<br />�
<br />\ 11 1 1 , I
<br />`W 1 lI _ II 1 I 11
<br />- t , I 1. _ 1 1 1 .
<br />I ,. I ,.
<br />.
<br />I
<br />: :
<br />SEE %tep.K[ ON is L• - m ScNe .- ON-.1 L • _Y - I I• �; 1 i ! j I I I i I 1 j 1 i ' 1 I I
<br />i
<br />SHE 14 r SNEET 1. i I(END PANEL,, 1, 1 (INTERIOR P I (-Irmo,, PANEL). I (INTERIOR PANEL) I t (ENO nANI)I I I
<br />-
<br />FOR MH. SEPARATION FDN Wn. SEPARATION 1 j I • I
<br />j 1 j I
<br />TO GA4 t�Y / I �/p�.]� } 1 1 l
<br />%�MNG•�NLh: EVCW'I E ��EAI,G•NItIT : CVEiw a 1 1 I �I,m 1 +� T- ~I Y-.- 4 i i-_I i i^-Y-+ -tit-_�E.E�
<br />I , I
<br />' 1
<br />- _ - STUD IO I7 • /2• o.c _ STUD * 12 1/Y ° c 1 r 1 j I„ 1 I � I '' Ili : �f/
<br />•I 11 I I1 )
<br />I I
<br />I
<br />1/4•.." uPCNNE � I
<br />Ve' . , /�-.--1 W/ SPE[DIIUIs s/e' M- (ale ') _- ,p-n,N 1 n III I 1 I,. III 1 f 1 � I ' I
<br />I is 1.: I 1 : 1.1 .
<br />ro * u /Y Oc. 3' 1Axr (CASE P) ro * ,2 1/2 Oc. .. i I I I ! i ! ,
<br />ISR LP1 ,/,.)j !, ry (SEE DIET FILL) I I .'
<br />F I i i 1
<br />j 1 I I 3�111I,I p};i1 I I�,i�iit I' 1
<br />1 jj 5Y2 i (N RIPNnR LOOtTKN1 , I ' 1 I i
<br />I I F 3 I 1 [ND .ANEL51 1 �l I 1 I I j , Ij-�+-_ -e!
<br />/
<br />/ I {I yy I I .1� I fY�r IomMs
<br />C+' -rt / :,Itj.
<br />O I: I ® ORI I p� I I ( Du.LR ou
<br />J i 1 F (S; <`j, I 1) I;,.
<br />I I I I I 11, I
<br />PIX.tfD CONCAETC i 1 ; it'll- F,ORARS
<br />. I II
<br />OR CONCRETE E I I;
<br />WAIL I
<br />BLOCK
<br />d
<br />NORPED ' I r
<br />I F 1/4, 2/4, 2A/11 3/4 Ew 4/4 1, 2 & /W/15 1, 2 & iW/15
<br />Ii
<br />I I
<br />I - ! I
<br />UR ANEL
<br />_+ ON LIFE SAFETE TY ,-
<br />I AREA W/NO (RE SAFETY PANELS LOCATION OF LIFE NOTE 9E ow)
<br />- i l I I 1 - I e REGULAR PANELS w/ OR - - SAFErr PANEL
<br />.a•�
<br />I W/o REGULAR TRACKS (SEE NOTE t
<br />' i • _ _ _ .. _1BELo") * LAST PANEL (D TO BE NSTNIEC AS
<br />CONCRETE NFCHORS JJJ! ..
<br />..\ PANEL.
<br />(SEE uNEDVLE ON _. UFE SArM STOgL. OPENING SHAL
<br />SNET ,n ! wMi CA � I F T KWAIS BE PROAOE° W/ RFAR HMIOLE
<br />-A[. CONCRETE - / - CONDITION) OPTION #1 FOR To FAMIAT NiUKN IF NTENOED
<br />(M
<br />Cr„ KWWD -'•_ PANEL1 To BE O On REMOVED FROM INSIDE
<br />7_a
<br />CONCCn_n *KHo BJ RUCTIARE
<br />(� sc-muu: ION OF ITXTURE
<br />SNm ,.) ELEVATION
<br />WALL MOUNTING INSTALLATION WALL AND FLQOR MOUNTING INSTALLATION SCALE 3/32 •I•
<br />- 5ECTION 1 SCALE 3/8- . I• - SECTION 2 SCALE 5/e' - I- 17I/; M. GA` ©®°RP 'C• i ,/.---
<br />GAP it
<br />NOT_OriiIFT- u r. STORM PA_N:.. S)iRILJN5IALLAitLN_.
<br />I UFE SAFETY STORM PANEL CAN BE LOCATED AS END PANEL (FIRS' DR UST PANELI L, / --
<br />OR AS AN INTERIOR PANEL. (AN" PANEL LOCATION IN BETWEEN END PANELS). UT ereR,oR PAY15 B ^NnRM.n LOO,ION
<br />`� IRfI ') i PAMLS
<br />L OFF SAFETY PANELS WAY OR MAY NOT BE INSTALLED AD.Ot ENT TO REGULAR PANELS E30
<br />SEE Kom ,I
<br />(w/ OR W/O REGULAR TRACKS.)
<br />2 LIFE SAFETY STORM PANEL CONSISTS OF D G39' GALVANIZED STEEL STORM PANEL AS SECTION B-B
<br />PER COMPONENT 01 , SHEET 2 OF DRAWING SCALE 3/32'•T•
<br />THIS PANEL ALLOWS ITSELF TO BE REMOVED DR INSTALLED FROM THE NSIDE OF
<br />S7RLVURE.
<br />J. LIFE SAFETY P REOVIRES iCw TRUCK TO BE COMPONENT a BOTTOM TRACK r0 I `ILNNWunQ/,mm
<br />P P. TILLtT�
<br />BE ^OMPONEN,9AS PER SHEET 2 OF IRIS DRA1WNf. ®
<br />`s,,,; �
<br />Co ®Wv BE INSTALLED WALL OR BOOR MOUNTED F0:10WNG SECTIONS t a �. '
<br />2 ON THIS SHEET. AS WELL AS DETAILS I & 2 ON SHEET 14. 4ll, '��GENSf' '•.
<br />'�
<br />FLORIDA BUILDING CODE (High VelocityHurricane Zona
<br />.. M:n. LENGTH -,DR coMPDN[Nr®15 15' _
<br />Mo.. ANCHOR SPACING FOR COMPONENT ®ANCHORAGE AT BOTTOM IS GIVEN ON 3 .• NO• * •; * S ,:20m n1Eco, "'° 20 GAGE GALVANIZED STEEL STORM PANEL
<br />SCHEDULES 1 k 2. SHEET 14. ' L)WrN eN
<br />COMPONENT MAY BE PERMANENT DR REMOVABLE. . * '. A ( l S�� _ _L --
<br />cl oeu PROTECTION PRODUCTS, U.C.
<br />5 SEE DETAILS FOR INSTKU110N N0 WOOD FRAME BUIL,pINGS ON SHET' 15. 9' ppt9 r - IL ECO
<br />�'',.
<br />/ IMe
<br />O.C4ct'•. •'' S,,yn.G.• ! \ aw' IOW. 51 STREET
<br />6 SEE SHEET 4 FOR DETAIL APPLICABLE 10 THE NECESSITY FOR THE. INSTALUT,ON OF , .S �• n[[ :TES,INR R: E,FO,NEONR CaL*AWL' 1111 R ])S,a
<br />1 S ONA ay.er t,..Es. M,r ,TFDIE_ (Lsa)4Me-»u. FAA (.54)6m-r,.> 20-176
<br />0
<br />N L(:A
<br />SPACERS AT TRACKS INSTALLED AOWCENi µD BEYOND TO STUCCO/WOOD BANDS. It•N FLLLN -- ' - 0 i.1:1L" N. I_ __6 GRANNG N.
<br />WAN
<br />PL SEAL/SIOMTtIgJU4R CA-ODOR]IR
<br />WATER A tw U, , PE S.M IS O „
<br />F ]
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING .s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />IVAUO ONLY FOR PAICLSCII" RISTALUt TIONS AS PER SECTIONS 1 THRU t0 Oi SHIF T4 a. R r RI
<br />wo,s,NM AS.O.
<br />P9ES3NIE
<br />Ainc (o..)
<br />I MI.. LENGTH '
<br />l R 1 IrPY To SE ARA7IDN
<br />(>A ) ro *Ass
<br />1 PAIFa
<br />coNDnIOrI
<br />y.L1O��( to fEt1gN5
<br />/ NU Nn C01lIWIDM
<br />a, Tp.
<br />.555 -1"
<br />I t 5. OR LEST
<br />2 1/4'
<br />L UNBOLTED
<br />I ! TNW 5 4 7
<br />.55s -I2 oI.T
<br />_�_
<br />- _5* To e'-a�...
<br />2 3/4_
<br />T__
<br />l I THIN 5 a 7
<br />-no no
<br />B e•TO 11-2'-I
<br />21/2'
<br />1UNBOLTED
<br />!' fD law F5 °°'
<br />! 6
<br />. 76. -Asa
<br />,2 -4. OR LESS I
<br />3 I/2•
<br />r-.
<br />• -A-T
<br />__ _ _
<br />I ., . e ,0
<br />OINIAA,ERGM
<br />• BOLTED w/ 1/al-20.1' SS. MS . seecen AT OVER AP B .XLEWOM OF PANEL
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPOl• MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS,J,& & INSTALLATIONS
<br />INTO EXISTING CONCRETE A CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELS[I�A SAi INS7KLATTONS AS PER SECTIONS I IHRU 7. ON SHEETS a A 51
<br />NAARRN AS.O
<br />DES,OI
<br />-EssLRa
<br />AAING (P.0
<br />______ MAGkI1N ANOgAS S'ACIIG FOR ED. - 3 ,/I. -
<br />Tr-_.�--
<br />}APC3N - Cf TM -WIRY --- - GIR-p PN 11 F'1 L1 o FVNILAR KNS
<br />•w�1GBIE A
<br />seETKlle . a NUMUN PANEL
<br />Nn mwBl'IL LENGTH 't• (n-)
<br />GF T,FU '
<br />10 CONCRETE
<br />_
<br />T"-16 -
<br />i CONCRETE
<br />eI=
<br />TD WNCAETf coma
<br />n BUCK
<br />---
<br />1D -OKCRETE
<br />I CONG
<br />ETE ROC•
<br />-r
<br />TO CDAKRm
<br />ro
<br />1 CONCItm
<br />I ROCK
<br />-i__V
<br />TO C°NCRER
<br />--j
<br />.am I m,E
<br />i BLO(Sc
<br />e
<br />1 N/A
<br />S-
<br />N/A I N/A
<br />-_..__
<br />NIA '_-N/4
<br />6•
<br />B•
<br />N/A
<br />___ ...
<br />I-_
<br />e- •✓
<br />_-. . _ __
<br />6-
<br />N1
<br />I (TOP)
<br />._-
<br />I , (BOTCH}
<br />__-_
<br />_ _
<br />e-
<br />f._....N/A
<br />_-e
<br />II
<br />______ 1
<br />67
<br />_ �'1.
<br />N A l
<br />I /
<br />:
<br />2 (TD•1 ..
<br />-6'
<br />e'
<br />-
<br />NIA
<br />N/A
<br />_
<br />I NIA
<br />-_ ___
<br />.
<br />6• 1 N/A
<br />__
<br />M/A
<br />5• r N/A
<br />5•-}r
<br />N/A
<br />2 (BO]rryd) -
<br />6'
<br />N/A
<br />N/A
<br />1 -N/A
<br />_
<br />--6'
<br />-585. -no
<br />oa Ltss
<br />a !! NIA I
<br />H/.
<br />-+.-
<br />NJA
<br />__ R/A -T_
<br />• N/.
<br />I N/A
<br />N/A
<br />I
<br />6 N/.
<br />-.- i.._.-
<br />6 6'
<br />- 6 - 1-/A __
<br />{ e- ./.
<br />.' 6'
<br />6' i N/R
<br />V %/A
<br />._ __ _
<br />e' 6'
<br />e' N/A
<br />3 e 4 (TOP) ,-5' DR LESS
<br />(wYow)
<br />] -I
<br />] iTOP)
<br />I- -
<br />e I 5'
<br />4' �- N/A _. -
<br />e' S•
<br />N/A j H/A
<br />r/A
<br />,2 i/,'
<br />I N/ _ _�_,
<br />e /,
<br />-
<br />e _.y- _ e
<br />/7 6 ,/a'
<br />-
<br />e' 7e'
<br />6/•' 1 6 ,/A'
<br />-+
<br />e• I e•
<br />S .,� �"r e-
<br />I 1/4
<br />. e , (BOnal y) .--t--------'--T--
<br />-----
<br />I, EtOP/90T1pM)
<br />SEE SHEM 10 e It MR ANCHOR4 TYPE . SPACPC FOR I STAIUT,ONS .FIO HOOD nuW INAUD0 •,
<br />MNMLW ANCHOR SPAbCS ARM I.er61Y LOU DSTANO ARE NKATED ON INN SCHEME TOR ED LESS
<br />THAN INDICATED ON SLSEDUM INDUCE ANClIOA WP M BY ML4TPLIMO SPACM SHOWN ON SCHf0,1( BY
<br />THE FOLONNC FACTORS FOR THIS OPERATKN TO K PMSSIRE. REDUCING SPECK OBTAPM.D US'NG FACTOR
<br />SNA, -1 eE UESS INN..-. SPACNO .DKAT[D 1. LAO, ANC,KM TIPS .1 ANC„ MeS LORM
<br />1/4'.
<br />1/4-.
<br />1/4•W
<br />1/41
<br />I/.'.
<br />1/.•.
<br />OAG"IR TV[
<br />IA
<br />or __
<br />. i, M
<br />•III.p1Ml!
<br />Lt.-AI
<br />Yn Apgl .ar (-_)
<br />r
<br />3
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<br />>
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<br />I 5
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<br />Ia 1.-1 'CLAW Err Ch)
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<br />.� �/]
<br />, 1/f..
<br />_ _3
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<br />RICAI
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<br />O
<br />W
<br />nu
<br />---
<br />-----
<br />W
<br />1/. IO.. 5/9' LOAD BRASS 001HINNG W/ INSTALLATION
<br />DETAILS FOR REGULAR PANELS
<br />(1 dE (111111
<br />/4.-20.2. SS MS a 6 1/4' OC FEAR
<br />PANEL LFNGTR It, N S-0• ALA 6 1/4. 2C
<br />INTO
<br />EXISTING WOOD STRUCTURES
<br />-
<br />FOR U NGTHS IW To 9-8, 1... OK ft.-10
<br />PMiUrPA TE FENNLE 0 OR NCLIMn PUTT a
<br />-
<br />I
<br />"2 0 C. WITH I I - Min. netEADED
<br />TO
<br />f'.
<br />-4- -T'I
<br />! � �
<br />-a ON NEADE./Me ,LL UP
<br />1
<br />�
<br />1 -
<br />I I
<br />�-� -�'
<br />,/•'. u0 solEss • 9• o.c W/
<br />Len. THIMA0m !Yl[111WIa1r
<br />io+%snxc .Moo woEW
<br />� 1 1
<br />I
<br />I I
<br />,�
<br />iCr4- it
<br />-,' IIn- ,// Y/-e29 €5 BOLT
<br />�L�'
<br />I
<br />ji
<br />�_'
<br />1
<br />,
<br />1
<br />-
<br />i 1 ;
<br />I
<br />-- -
<br />II I 1 I
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<br />)
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<br />ID
<br />Ea
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<br />{
<br />_:I _
<br />f
<br />ED; ,4___^I.
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<br />;
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<br />;
<br />Q I
<br />iw000NGtoem
<br />"
<br />I
<br />\
<br />w eoAAsD
<br />r! I)
<br />1
<br />I 9
<br />Wom _amN .3
<br />RI«P®
<br />II (
<br />1 ,
<br />1
<br />,DDI*®
<br />sGODsOOHE
<br />IG
<br />1 r
<br />I II
<br />1 E'-'I, 1 ,I 5
<br />-4
<br />-_4-
<br />�--
<br />--'^-- I.
<br />11
<br />1
<br />ALTERNATIVE t W
<br />ALTERNATIVE 2W
<br />---I----
<br />•J
<br />F9
<br />__ ___ _y..�.J
<br />SCAE.F 3/9."
<br />SCALE 3/8-t-
<br />�.-�y.-.�
<br />I
<br />-- _=y--
<br />-._-�_.L-r_.....1-
<br />-74_
<br />, i
<br />SEE WS-W Ei
<br />aR s,uT e
<br />I
<br />1 1
<br />I
<br />SEE SCHEDULE oN Sifl 9 I E
<br />- ME'
<br />I10 LASS OR I 1
<br />Io Duns 1 1 T
<br />- FOR Mn
<br />SSPA ATx.
<br />To GLASS
<br />'
<br />1
<br />I I /
<br />I
<br />I I
<br />I
<br />/OWLS u•
<br />I 1 Inw. 1 *
<br />; (e 12 ,/1• PC. )i
<br />,.
<br />' A 1-- �
<br />E01
<br />:
<br />_ _��_ ,
<br />I i
<br />, �`-
<br />ED
<br />I
<br />I
<br />1
<br />EDI
<br />) t1 r
<br />.:L----1--T.
<br />I-.
<br />1
<br />t7��
<br />EOM
<br />dp
<br />1
<br />FO +yi.
<br />TEOi
<br />I
<br />emmmwm-
<br />/
<br />`Wo9
<br />I
<br />+
<br />1/: ,.0 . 5/9' LaNb 9MS6 BUSIAW
<br />- W/ fli.-3M2' 55 MS a 6 1/-• OC
<br />I
<br />I
<br />\ ,[ :W. ss
<br />i( _I Pip••off
<br />`\•--`4�cew.
<br />NA,[
<br />i I
<br />! I RCW1Am
<br />1 1
<br />! `.i.
<br />FOR PANEL LEIIGMS VP TO S.AND e
<br />'
<br />+Arc a e' o
<br />I
<br />r.. Pon )
<br />REGiWWO I
<br />/4- oC FOR LowNs UP ro B-B• .Ao,
<br />OR f,._,0 PANEUwU1 rEMA E 0 OR
<br />PANElA1AR RUS • lx I/2' O C WITH t
<br />i
<br />I
<br />��
<br />Il.'. TAR SC.[In • d' OG Y
<br />(n
<br />ALTERNATIVE 3W
<br />ALTERNATIVE 4W
<br />i 1
<br />L�
<br />/2• MR, NNEADED PENETRATON .1
<br />M0w0TH OF EAKTRA .ODD PUTT -
<br />AL. UD.vtls UP to W-e- Mo..
<br />2•..• PU IE I
<br />IEOU'RED
<br />I
<br />n .•WAom waRu
<br />. I.OREII' W HATS
<br />SCALE 3/8.,•
<br />ALTERNATNE
<br />SCALE 3/8-l'
<br />DIRECT A" INjff1ON
<br />_
<br />SE9 LO uEiACSafi
<br />NOTE : SNUrEA TRACKS NOT SNOM'N FORCLLM
<br />SCALE 3/8-1•
<br />ALTERNATIVE
<br />7W
<br />SCALE 3/6-1'
<br />baTCS:
<br />3 IMIIN 1tJoI
<br />rlLt
<br />1 •A A. l✓%
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.D DESIGN LOADS
<br />UP TO +55.5, -?1.0 P5F AND PANEL'S LENGTH UP 70 B'-8'
<br />�'�p�': •'•• ENS -''`. 4
<br />3�: VC Z
<br />FLORIDA BUILDING CODE (High VelocityHurricane Zone)
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN
<br />_'z
<br />-
<br />°
<br />20 GAGE GALVANIZED STEEL STORM PANEL GWI'Pi e.
<br />N4IE FOR COMBINATION
<br />OF SE"'WDj
<br />q. STr-
<br />,
<br />''. i) ',, f ._�_/'I�L
<br />L
<br />\
<br />E_C O INc. `\
<br />GLOBAL PROTECTION PRODUCTS. LLC. °'lDAT
<br />sIOD S.. s, sTRmTOP
<br />& DOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />%yOF IeyA�
<br />.^ /
<br />A�AF.$S! EG
<br />'FtFN,IE
<br />u' TvPm A EMIKI BOO, coMNRY
<br />.. w 3. _,A .1.
<br />..: (-) W I-,- - - tse) .H-nT
<br />mw ti 3.13,.
<br />I,NDNE: f.6• 20-176
<br />)di. ->ea. IA• (Ge')wW-a7P'
<br />ONAsmc No
<br />INSTALLATION
<br />SI^ILN6 F SE.,-1GATUE/DA7
<br />_,E A°rim16lA. P.
<br />M
<br />R :A N,T.
<br />21REi I, Br Be
<br />CAT
<br />- IY�D ,/Y 1 - AT ENO PANEL �.
<br />i)oj -- 1 1
<br />�vj - II
<br />I j I I I'
<br />I . - 1 T _ �.---+-..r--I-3.I.- _t_-.1--I •-ice r,
<br />1 r�+ D'
<br />1
<br />5N05 O EOVERLAP (t I � I 1 L I
<br />(12 ,/2- OC.) Fi -- -f-j .--T i '-I- --�-'I '
<br />ro ItOLD PANEL I. I
<br />! I I 11'...
<br />1 I I 1
<br />i I I I 1
<br />-IT-�I-* _ (wrj
<br />'a• SCHEDEEE /+ SC•ESEE /1 -`- MTERIO ANE END E
<br />7 I PANEL
<br />®DR i7 - J.
<br />- FOR M , - FOR Mo, L__ 3.
<br />-
<br />OR DIRECT MOUNT ANCNOR ANCHOR
<br />SPACING SPACING
<br />I. -3- WII
<br />DETAIL i : WALL MOUNTING INSTALLATIQN jAPPLICABLE TO SCHEDULE i
<br />SOME 3/16- - ,-
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT Al FOR
<br />INSTALLATIONS INTO CONCRETE dE CONCRETE BLOCK STRUCTURES
<br />SCNFDU r 4 7._._LNt W. IYAL_ HC6IHL.COS•IDIL'QDIS_T(L h_BQITQAI_W.: i.0- -._ 1 �'_'
<br />i� II ALTERNATE JAL
<br />1 1 i 0 LOCATION $) (ill
<br />j
<br />11
<br />STUDS a EVER'
<br />OVERLAP
<br />(12 1/2' 0. C)
<br />i4 HOLD PANEL
<br />S e• 4N CASE ,
<br />'3- Min (CASE I) j
<br />MAGNUM AS.D.
<br />DESIGNTo
<br />ftllw I... I..
<br />u,oaN
<br />a W-01.
<br />CHI-.
<br />PIIpNAR rVARE 0
<br />PNELIMTE 4115
<br />APPUCARi ro
<br />SECnon F .
<br />,. �coGlRw+nN
<br />THEM
<br />MAGNUM PANE:
<br />LENGTH 7' (tt)
<br />METI
<br />KEIOJ.X:FCTF
<br />to
<br />Co"O"sLoC
<br />To
<br />Co.CIEYE
<br />1.BLO°' 'EaL
<br />caN%ItETE
<br />RETE tC BLOCKC�
<br />CONC
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />' N/A
<br />6'
<br />N/A
<br />6'
<br />j N/A
<br />I A 2 (TOP)
<br />♦55.0, -72.0
<br />9.
<br />7•
<br />9-
<br />9-
<br />9•
<br />9-
<br />9'
<br />9'
<br />9' T
<br />9•
<br />, Iso,ol
<br />3-0" OR LESS
<br />6'
<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 />, A 2 BOP)
<br />+550-72.05'-C'
<br />9'
<br />5'
<br />I 9•
<br />6.
<br />1 9'
<br />7 1/2-
<br />9-
<br />I 9•
<br />9• 1 9•
<br />, (80TTC1Y)
<br />i0 7'-6'
<br />N 550 -72.0
<br />::6`
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />6' N/A
<br />1 a 2 (TOP)
<br />T_6- TO 8'-B'
<br />9'
<br />4'
<br />g•
<br />6•
<br />I 9'
<br />6'
<br />8'
<br />6•
<br />6• 6`
<br />1 (L)OTrDM)
<br />SCHETLSL.A_z _1TSibs'_FLQN-VMR.T CONDD6)Ni ALBOTIQALw__L.D._- 3 t.'2'
<br />MAAAAN, ASo.
<br />OES'rN
<br />PRCSSNE
<br />RATING Ir,
<br />+LSE , (SEE • S/r - 1ROI OP R AAGU1
<br />va / (SEE a 3• a ,TOW rot, or A f)
<br />APPLI-ABIi TO
<br />SECTIONS / a
<br />COMB'NATO•
<br />OF THEM
<br />MAXIMUM PANEL
<br />LENGTH '� (It.)
<br />TAPCON _
<br />-
<br />TO T
<br />o
<br />10 0
<br />.49.2 -61.5
<br />3' 3'
<br />4 4 112'
<br />2 (BOTTOM)
<br />7'-6- OR LESS
<br />H52.a -56.0
<br />3' 3•
<br />4- 4•
<br />2 (BOTTOM)
<br />7--e' OR LESS
<br />.550 -72-0
<br />2 1/2• .-'2 1/2--
<br />--4. 3 112'
<br />2 (BOTTOM)
<br />7'-e OR LESS
<br />+55.0 -72.0
<br />2 I/2' 2 1/2'
<br />N/A N/A
<br />2 (BOTTOM)
<br />T-6' TO 8'-0'
<br />+55.0 -72.0
<br />N/A -v N/A
<br />3• 3' __ _
<br />2 (BOTTOM)
<br />7'-e TO V-a'
<br />r
<br />�-- I -u AT END PANEL
<br />II 11 11 I I I !� II I I I
<br />T --?-- -----� -*1 1-�-'-tom
<br />(! 1 I� i I I° I t 1 I I i'
<br />1 1
<br />1 1 I
<br />fIfI '
<br />1 I I I -- 1
<br />�� ,/� � I SEE �- IN7[RIOP PANEL •-_ CND PANEL
<br />DW (q t; F-� SCHEDULE SCHFDVLE _
<br />`J - 3' - /2 FOR -- n FO, - 3•
<br />loot, ANCHOR Mot ANCHOR
<br />SPACING SPACING
<br />I' 3' TNT -.---- .-
<br />DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SCAR. 3/te' - I•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s fL) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />$APP1Ir.- r 9!dZ-19 _SEGT011, LAL.1iOUTLG.1'26 1fL_%9J Y 5T°RM PAL
<br />`T (, ON SHFFI , 3
<br />NA-- .
<br />VYI.NASD OLTiN II - P M1P+,• ,r.WM SOMA.IEN PR'E.
<br />NILf,/C W.I..c l• l"I ro - LPIETDII
<br />(.Al.) I>a sEcl.aal
<br />.`A.o. -n0 W-r x 3/.• 1 UNpIro
<br />SEE BELT 15 FOR ANCHORS TYPE. r SPAENO FOR MISTALLATONS INTO WOW FR,WE BIULmO.
<br />11.Ii1NUY ANCHOR SPKNOS AND MNWLN EDGE DISTANCE ARE """ ON Tay SCHEDULE FOA
<br />ED. LESS THAN NOMIED ON SPIEDNE RECCE ANCHOR SPAONO 9Y UULIIPLTINO SPACNFG
<br />SHOWN ON SCRLOULE By THE IOLLOWNG FACTORS FOR THIS O•CWMW TO R PGSWJ
<br />REDUCED SPACIW: OBTAINED USK FACTOR 90LL NOT E LESS THAN N.1NW SPK.0
<br />INDICATED FOR EACH ANCHOR TTK AT AICHIORS LEGEND
<br />A MM TYRE 1/.•. ,/4•. 1/4'. 1/.-. I/.•.
<br />IAOI., R tA.yrP �1YTE *41GUsn,I FHA-.
<br />It -al EAxom I-) 3 5 3 3 x In
<br />I-BWM.a Il'i.m•w. (M) 5 3_ 3 3 3
<br />RA, b-I P - --___ _. _.._-_ .__-_. __._.__
<br />IC.1er IS•M (r3 ! 3 3 1/1 3 1/2
<br />AMAL EA OOK MOKO FAcm"
<br />I ,n• x 3s - - -
<br />- I Vx- - - m
<br />r 1 m I W - I.
<br />3,/r -
<br />..•......._• ✓
<br />� 3L?:''�CEll ' •. SUE,
<br />ND. 44167
<br />S*• * :t
<br />FLORIDA BUILDING CODE
<br />DIED] L i i i._ . LLI 4-- eABI _. ...
<br />e . Re i� es i4e . -ii
<br />O .� .ac0
<br />Lr.11Ast
<br />�� ,/� � I SEE �- IN7[RIOP PANEL •-_ CND PANEL
<br />DW (q t; F-� SCHEDULE SCHFDVLE _
<br />`J - 3' - /2 FOR -- n FO, - 3•
<br />loot, ANCHOR Mot ANCHOR
<br />SPACING SPACING
<br />I' 3' TNT -.---- .-
<br />DETAIL 2 : FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2)
<br />SCAR. 3/te' - I•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING s fL) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />$APP1Ir.- r 9!dZ-19 _SEGT011, LAL.1iOUTLG.1'26 1fL_%9J Y 5T°RM PAL
<br />`T (, ON SHFFI , 3
<br />NA-- .
<br />VYI.NASD OLTiN II - P M1P+,• ,r.WM SOMA.IEN PR'E.
<br />NILf,/C W.I..c l• l"I ro - LPIETDII
<br />(.Al.) I>a sEcl.aal
<br />.`A.o. -n0 W-r x 3/.• 1 UNpIro
<br />SEE BELT 15 FOR ANCHORS TYPE. r SPAENO FOR MISTALLATONS INTO WOW FR,WE BIULmO.
<br />11.Ii1NUY ANCHOR SPKNOS AND MNWLN EDGE DISTANCE ARE """ ON Tay SCHEDULE FOA
<br />ED. LESS THAN NOMIED ON SPIEDNE RECCE ANCHOR SPAONO 9Y UULIIPLTINO SPACNFG
<br />SHOWN ON SCRLOULE By THE IOLLOWNG FACTORS FOR THIS O•CWMW TO R PGSWJ
<br />REDUCED SPACIW: OBTAINED USK FACTOR 90LL NOT E LESS THAN N.1NW SPK.0
<br />INDICATED FOR EACH ANCHOR TTK AT AICHIORS LEGEND
<br />A MM TYRE 1/.•. ,/4•. 1/4'. 1/.-. I/.•.
<br />IAOI., R tA.yrP �1YTE *41GUsn,I FHA-.
<br />It -al EAxom I-) 3 5 3 3 x In
<br />I-BWM.a Il'i.m•w. (M) 5 3_ 3 3 3
<br />RA, b-I P - --___ _. _.._-_ .__-_. __._.__
<br />IC.1er IS•M (r3 ! 3 3 1/1 3 1/2
<br />AMAL EA OOK MOKO FAcm"
<br />I ,n• x 3s - - -
<br />- I Vx- - - m
<br />r 1 m I W - I.
<br />3,/r -
<br />..•......._• ✓
<br />� 3L?:''�CEll ' •. SUE,
<br />ND. 44167
<br />S*• * :t
<br />FLORIDA BUILDING CODE
<br />DIED] L i i i._ . LLI 4-- eABI _. ...
<br />e . Re i� es i4e . -ii
<br />O .� .ac0
<br />Lr.11Ast
<br />SEE BELT 15 FOR ANCHORS TYPE. r SPAENO FOR MISTALLATONS INTO WOW FR,WE BIULmO.
<br />11.Ii1NUY ANCHOR SPKNOS AND MNWLN EDGE DISTANCE ARE """ ON Tay SCHEDULE FOA
<br />ED. LESS THAN NOMIED ON SPIEDNE RECCE ANCHOR SPAONO 9Y UULIIPLTINO SPACNFG
<br />SHOWN ON SCRLOULE By THE IOLLOWNG FACTORS FOR THIS O•CWMW TO R PGSWJ
<br />REDUCED SPACIW: OBTAINED USK FACTOR 90LL NOT E LESS THAN N.1NW SPK.0
<br />INDICATED FOR EACH ANCHOR TTK AT AICHIORS LEGEND
<br />A MM TYRE 1/.•. ,/4•. 1/4'. 1/.-. I/.•.
<br />IAOI., R tA.yrP �1YTE *41GUsn,I FHA-.
<br />It -al EAxom I-) 3 5 3 3 x In
<br />I-BWM.a Il'i.m•w. (M) 5 3_ 3 3 3
<br />RA, b-I P - --___ _. _.._-_ .__-_. __._.__
<br />IC.1er IS•M (r3 ! 3 3 1/1 3 1/2
<br />AMAL EA OOK MOKO FAcm"
<br />I ,n• x 3s - - -
<br />- I Vx- - - m
<br />r 1 m I W - I.
<br />3,/r -
<br />..•......._• ✓
<br />� 3L?:''�CEll ' •. SUE,
<br />ND. 44167
<br />S*• * :t
<br />FLORIDA BUILDING CODE
<br />DIED] L i i i._ . LLI 4-- eABI _. ...
<br />e . Re i� es i4e . -ii
<br />O .� .ac0
<br />Lr.11Ast
<br />..•......._• ✓
<br />� 3L?:''�CEll ' •. SUE,
<br />ND. 44167
<br />S*• * :t
<br />FLORIDA BUILDING CODE
<br />DIED] L i i i._ . LLI 4-- eABI _. ...
<br />e . Re i� es i4e . -ii
<br />O .� .ac0
<br />Lr.11Ast
<br />MAKIAA. XCHD S 914ICRq 100 E.D.- 35 ,n• -
<br />ASD DESIGN
<br />-_- TAPCON----
<br />_ CF TM -CRP
<br />CA(N-Ih
<br />vMCLMATE FCMALC to
<br />I PAELAATE PLUS
<br />SOLID SET
<br />APPUCABLI TO
<br />SECTIONS 1 *
<br />.A.Inw PANEL
<br />PR SURE
<br />TO CORCR£R
<br />' ro
<br />i CONCRETE
<br />TO CONCRETE'
<br />rO
<br />CONCRETE
<br />-- _,T
<br />TO CONCRETE
<br />TO
<br />CONCRETE
<br />-- I TO
<br />TO CONCRETE' CONCRETE
<br />t0 W.IOPIR
<br />TO
<br />I CONCRETE
<br />T- TO -
<br />TO C'ONCNETEI CONCH
<br />AN, comeml,oN
<br />a T,Eu
<br />LENGTH -t (n.)
<br />(PAT)
<br />BLOCK
<br />BLOCK
<br />BLOCK
<br />&,DoI
<br />BLOCk
<br />6
<br />_ ._�_._._
<br />I N/A
<br />N/A N/A
<br />-_ -_
<br />6'
<br />_ _-_�_
<br />N/A
<br />6- 1 N/A +II
<br />6' I N/A
<br />-__.
<br />N/A I N/A
<br />I (TOP)
<br />_-_
<br />E.
<br />4•
<br />_
<br />N/A N/A
<br />6`
<br />I 6'
<br />a µ-e
<br />k
<br />fj e' : e
<br />N/A N/A
<br />+ (BOTTOM)
<br />-
<br />,
<br />+-- ---i--
<br />-
<br />6'
<br />N/A
<br />N/A N/A
<br />6-
<br />I N/A
<br />6' N/A
<br />8' N/A
<br />N/A- N/A
<br />2 (TOP)
<br />S.
<br />I N/A
<br />�7I
<br />N/A r N/A
<br />I 6'
<br />I N/A
<br />5• I N/A_
<br />-� --
<br />f 5' I N/A
<br />SI
<br />N/A N/A
<br />L (BOTTOM)
<br />f____
<br />'
<br />!-_--�
<br />_- _t
<br />Y
<br />_ _ ---�
<br />__
<br />+55.5, -72.0
<br />6'
<br />N/A
<br />N/A I N/A
<br />) 6-
<br />N/A
<br />6' N/A
<br />6' N/A
<br />N/A N/A
<br />3 a 4 (TOP)
<br />)T-5' TO 8'-6'
<br />ORLESS
<br />6
<br />-- -
<br />1 - 4
<br />+ -
<br />N/A N/A -
<br />.
<br />B"
<br />---- -
<br />6" 6•
<br />----
<br />a' a
<br />--+
<br />N/A '; N/A
<br />3 (BOTTOM)
<br />6
<br />N/A
<br />_ �_ -_ _.
<br />N/A N/A
<br />-
<br />- -
<br />6•
<br />N/A �
<br />-
<br />6' N/A
<br />L _�______
<br />6' 1 N/A
<br />_ _+_-
<br />I N/A N/A
<br />_-__-
<br />7 (TOP)
<br />-s..-
<br />6
<br />_..
<br />4'
<br />-E' -
<br />_- _.._-I--._1._--_.._.--.
<br />t-
<br />- -.
<br />N/A N/A
<br />6'
<br />--6
<br />I 6 6._
<br />6' 6'
<br />--1. -_
<br />N/A N/A
<br />.-.�.
<br />4 A 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/1 6 1/4-
<br />12 112'
<br />1/i
<br />6 1/4 1 5 1/4'
<br />6 1/4- 1 6 t/.-
<br />N/A 1 N/A
<br />5 (TOP/BOTTOM)
<br />SOLO. -SS.3
<br />N/A
<br />N/A
<br />12 +/Y 6 1/4'
<br />t2 -/2'
<br />I 6 1/4'
<br />6 +/a' 1 6/4'
<br />1 6 1/4' 6 1/4'
<br />N/A N/A
<br />6 (TOP/BOttOM)
<br />8'-8' t0 n'-2'
<br />SS.O. -72.0
<br />N/A
<br />! N/A
<br />6 1/4' . N/A
<br />6 1/4-
<br />I N/A
<br />6 1/1' 6 1/1'
<br />6 I/A" � 6 1/4•
<br />N/A ' N/A
<br />6 (TOP/BOTTOM)
<br />B'-8' TO 11'-2'
<br />N/A
<br />I N/A
<br />N/A I N/A
<br />N/A
<br />N/A
<br />N/A N/A
<br />a ve I 6 1/4•
<br />6 1/4` ' 6 1/4'
<br />S. 9, 10 (TOP)
<br />6'
<br />Y
<br />-i
<br />_._-6"
<br />+45.$ -a8.0
<br />_
<br />_ N/A
<br />N/A
<br />_a-
<br />N/A
<br />--
<br />N/A N/A
<br />_-.___ . �___.
<br />1 6•
<br />6 //4- ' 6 t/4'
<br />_
<br />9 (BOTTOM)
<br />I__N/A
<br />i--�-,;;-----;---
<br />N/A N/A
<br />N/A
<br />1 N/A
<br />A/A
<br />NJA
<br />N/A NIA
<br />6 I/4' , 6 1/4•
<br />6 1/4- 6 1/4'
<br />10 (BOTiO4)
<br />SEE SHEETS 10. 11 AND 12 FDA ANCHORS TYPE A SPALNO FOR N5IALUION5 INTO WOOD FRAI E BIAIYHO.
<br />MNNMIM AN 1104 SPACNOS AND WNWIM Ent DISTANCE ARE NOCATED ON THIS SCHEDULE FOR ED, LESS
<br />TINM NDW2UED DR SCHEDULE REDUCE ANCHOR SPACING B, MLRTIPLTING SPACING SHOM ON SCHEDULE IN
<br />TE FOLEDMNG FACTORS. FOR THIS OPERAtOH TO BE FOSSISLE. BEAKED SPACING OBTAINED USNC 'ACTOR
<br />SHALL NOT K LESS INW WMMUN SPACING INDICATED FOR EACH AKMW TYPE At ANCHORS LEGEND
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<br />No. 4167 ' = oK*o nnm. Nc
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<br />c i S7 E Cam-, .����_`
<br />10,
<br />� // IL ECOIeI"
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<br />FAIIINI/I "No. E\1T- SUL/SGNArAvj'[MIT U-00067:G
<br />BA101 A 1N.n X.. IF
<br />20 GAGE GALVANIZED STEEL STORM PANEL j
<br />F•
<br />DVeN er:
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<br />.ORAL PROTECTION PRODUCTS, LLC.
<br />0,/2./mm
<br />.7
<br />Lem s. 5, STREET
<br />0A'E. n v 11
<br />20-77fi
<br />.•NE ("0510-15.e. IAA (SS.)fis0_. 1
<br />DIU..r .I.
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<br />REP 11-1V
<br />SKI . or m
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR PANELS
<br />EXISTING WOOD STRUCTURES
<br />de (1A
<br />PANEUAATE PLUS
<br />)
<br />! F,4-10 PAIELMATE PLUS
<br />4-n0 PANEIAMIT PLUS
<br />-
<br />- �VA-10
<br />6 1/i OC W/ 1 7/0'
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<br />INSIALLMOIN
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<br />SCALE 3/9-1-
<br />SCALE 3/6-t'
<br />1. INSTALLATIONS FOR ALIERNATrVES BW. 9W & 1OW ONLY VALID FOR
<br />01
<br />\InN11111NIN/,F
<br />BUILDINGS WITH AS.O. DESIGN LOADS UP TO +43.B. -48.0 P.I.(. AND
<br />TILL
<br />T1L NAy
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION:
<br />WOOD MEMBERS TO BE SOUTHERN
<br />4,K, ..•...!�%4"y�
<br />" I_".•
<br />4�
<br />PINE NO. 2. W/ SPECIFIC DENSITY
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<br />FLORIDA BUILDING CODE (High V*Iocil Hurricane
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<br />NOTE FOR COMBINATION OF SECTIONS:
<br />= No. REIN
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<br />/" '° w' INTO EXISTING WOOD STRUCTURES
<br />1 ,/2 L.M. THREAOE0 PENERMTON
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