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<br />N/A
<br />N/A
<br />3 k 4 (TOP)
<br />>7'-S- M A'-6•
<br />OR LESS
<br />e'
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />S'
<br />6'
<br />6'
<br />6'
<br />61
<br />N/A
<br />M/A
<br />3 (II mom)
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />IT.
<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 />e•
<br />6'
<br />a'
<br />6'
<br />N/A
<br />N/A
<br />4 k 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2•
<br />- 6 1/4-
<br />-12 1/2-
<br />1 6 1/4-
<br />6 1/4"
<br />1 a 1/4•
<br />6 1/4'
<br />1 6 7/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />60.0, -53.3
<br />N/A
<br />N/A
<br />12 1/2•
<br />6 1/4-
<br />12 '/2-
<br />a 1/4'
<br />1 6 1/4'
<br />6 1/4-
<br />6 1/4'
<br />1 6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />e'-a' TO 11*-2•
<br />58.0, -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/.-
<br />6 1/4,
<br />6 1/4'
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />a'-e- TO 1V-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 1/4'
<br />6 1/4-
<br />6. 9, to (Top)
<br />43.e, -4a.D
<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 />6 1/4'
<br />6 1/4-
<br />a (BOTTOM)
<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 />6 1/1'
<br />6 1/4-
<br />B (BOTTOM)
<br />12'-A' 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 />a 1/a'
<br />8 1/4'
<br />6 t/4'
<br />6 1/4'
<br />10 (BOTTOM)
<br />SEE SHEATH 10, 11 AND 12 UDR ANCHORS HYPE a SPACING FOR INSTALLATIONS 000 WOOD TRW BUL0el0.
<br />AeM41UM ANCHOR S•ACOM Me MP.MUM CODE DWANR ARE INDICATED ON 7.4 SCHEDULE FOR LD. Los
<br />THAN e1pUTED ON SCHEDULE RIDUCE ANCHOR SVAC040 BY MU 71PIPMG SPACING SADY1 ON SCHEDULE OY
<br />,HE rOLIpMMe FACTORS. MR THIS OPERATION TO BE POSSIM3. REDUCED SWIM OFAV40 USING 'ACTOR
<br />SMALL NOT ME LESS THAN IY4AIUY SPACING PRCCATE) FUR EACH ANCNOR TYPE AT ANCHOR LEGEND.
<br />1/41.
<br />1/4'.
<br />t/••.
<br />Ile.
<br />1/1'P
<br />1/4's
<br />AMMM in
<br />__
<br />TOWN
<br />L:Ik-W
<br />mn
<br />D
<br />Vaulfjt
<br />ullONN�I
<br />BOUOiT
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<br />INN.Y NIIHA. E.,)
<br />RGr11E to(WK m64
<br />FACT0R
<br />=' �P��EftC ENS '/ Is
<br />No. 44167
<br />ST TE
<br />90FF F( IOA
<br />SEA./SMAMTIME/UAIE
<br />FLORIDA BUILDING CODE (High Ve)oclly Hurricane Zon
<br />f'eap 1MT6I Me
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />GLOBAL PROTECTION PRODUCTS. LLC.
<br />Tr
<br />D
<br />L E� �.•E IN6
<br />A100 SR. 11 S1wFET
<br />MYa. rL 1V,4
<br />wn:
<br />,Ma;t 1"RR M
<br />20-176
<br />u n1-4. Use Ln N,n"'•
<br />U-000e714
<br />PMONT': <a].7eY-r6•Q rAX t[s+).et-RNr
<br />ORALWF rA
<br />AA r
<br />114STALLATION
<br />INTO
<br />DETAILS FOR REGULAR PANELS
<br />EXISTING WOOD STRUCTURES
<br />I'j� au
<br />14.10PARELMATE PLUS
<br />�i4,,r
<br />,.-,0 PANELW.TL PLUS
<br />O.C. W/ 1 1'6•
<br />'
<br />IA-10 PANEIAMIE PLUS
<br />••- 6A'atIX
<br />THREADED P[NET"TION ro
<br />111READED PENETRATION TO
<br />W000 III,[[AGOI
<br />TNNIEADFD PENETMTONEXWOUIRED EXISTING WOOD HEADER
<br />Nw.
<br />'
<br />n7X" i tm'~•0.6-.-oo.
<br />1 ( Ir0E61ND
<br />r" T 1 I
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<br />II
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<br />jIrt fl[TWOLAC M
<br />SHLIS t
<br />1 no
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<br />I1. 1" e 1
<br />FOR4w SVAM11aM '
<br />'
<br />s SC LIMA! ON
<br />PELT a
<br />rM w. YPA A_
<br />i
<br />11 to mM0
<br />. ..- ._. M. PANEa LENGTH
<br />` To aAS
<br />- - _• -_ MINA PANEL
<br />ro Q Ass
<br />lElgnl _. -.
<br />-:: �- YPr PAAEL LENGTH
<br />[SEE NOTE ,)
<br />Ln r-aprr R! ' ' (SET
<br />NOTE 1) v4ti••rd1. 6,L.
<br />rl r/ L/B•P .
<br />11aY D106N
<br />I (SEA WITT ,)
<br />1
<br />• D'QI OIOEM I
<br />WRrr OAVeM I
<br />I !
<br />i
<br />1 SInE
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<br />I IN i'
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<br />to PAPTLWTF PLUS
<br />REOVERCD 1 1 i • T/.' 0C w/ , T/6• REOVWCO
<br />V/E�y
<br />t I Cy9A1.
<br />) I
<br />AT
<br />rbeIMETRUTHAOED OF ATE Is_..;
<br />till
<br />1/4-.LAG SCREIP• C
<br />mowwN OF P UR
<br />L
<br />)
<br />I IF O C. STAGGERED w/
<br />1
<br />II 6TUC M/ t /2• WIN
<br />P[NE PATRON
<br />'
<br />DIRECT MOUNTING INSTALLATION
<br />LIT, 0vCD
<br />AT DTN Of PLATE
<br />4R,MI
<br />ALTERNATIVE $W DIREC"OUNT
<br />G INSTALLATION DIRECT
<br />MOUNT
<br />INSTALLATION
<br />TIuLc 3/e-1'
<br />NOTES:
<br />sCA:T 1/8-I•
<br />SCALE 3/8-
<br />1. INSTALIATIONS FOR ALTERNATIVES BW. 9W k TOW ONLY VALID FOR
<br />Lu1HINi�NNA„
<br />WITH A, SO BUANE,CELL
<br />LOADS UP 10 443.8. -48.0 P..I. AND
<br />p..• LL/T✓ti,
<br />PLI 5 LENGTH UP TDESIGN-4
<br />t0 BE SOUTHERN
<br />''•
<br />2, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS
<br />••,,``���P
<br />= P.••' GF.NS � ,
<br />S\: F
<br />PINE NO, 2. W/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />- \�
<br />i
<br />FLORIDA
<br />BUILDING CODE (High VelocityHUE
<br />Icons Zone
<br />NOTE FOR a1NAr1011 OF SECTIONS
<br />No. 416 *r
<br />c2100 amica' " 20
<br />GAGE GALVANIZED STEEL STORM PANEL
<br />ItwlI n
<br />TOP A BOTTOM MOUNTINGS GCN BE
<br />T S TE
<br />qq
<br />GLOBAL
<br />PROTECTION PRODUCTS C. LL
<br />of Y >0
<br />/ /70
<br />l A AY T S I ANY
<br />COMBINED N ANY W 0 OF
<br />INStALIAtION,
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<br />CGNYaETt A4GAIM6 CONCRETE ANODE /M CONUE/[ ANCHOR ][E SCHEDULE ON SHEET 14:-- p p
<br />(SEC sc11EDUlE M (SfL sC,lEDlll1' ON I'm IRTEDP SEEN' SITE SLC110N ON Start IS LOCATION 8 8 LOFATKTE
<br />SHEET '"� S'r7' " )� ; L+ - 1/4. 2,/4, 2A/4, 3/4 ae 4/. i, z k iW/is '' ��'YWN�16 8 ALh AT ENOEPA/c� INSTALLAIL0�1 _ D, .TAJ FQR OPTION # t FOR LIFE SAFETY STORM __PANES YSIEM
<br />_j POIIR[o cUNCIIn _ J 1 YI.' �-,AT END PANEL 1 A'. 1A0 XW[N] W r oc. M/ /�
<br />\ .. • R[o1rRm\ ,SAD• ( . _._� -' r-1. �, r._-. 1'-0 t/2' _•. I STUDS �E t',/2 Mn iNRriot(I [cNLTRA,ION Y._
<br />(I1 •QpLO b0swt N I N S
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<br />IlralYrn iU HOD P ` �I Cn
<br />k 5/B• 4w. (CASE 0 T L(1+I t \ n +�
<br />l
<br />STUDS • EVER, - O b 3' Me (CASE N) --'i - - - - -- - o
<br />TI TI 71 ��TI 1E T1 1F iI T1 1T7I . IT 1r tI �1 1r }1 It oVERUP _ i J I VJ
<br />EOEDIrC i ! ' N! SPlmut6 I - 1 )_ IT 1 1 1 1 1 11 T t ( 1 1 1 1 - (i2 1,2' D.C. , r I 1 tQF PIT60W PA[AP RII.J) TD NotD PANEi ' 1' 1
<br />rOR �'� • EMU Y.° lowMTON � RED WNW (NnNOW «Ea2 (Bnua I I tE+o RRNe3 _ t i \ .. r - - - I +) s. .. 'I -12 t BO' ,k
<br />� I m auw ',/e q� i _
<br />SlilD a 11 o.c 6Pn iris/o.c 6 - _ 0 - ,• 7W1E) t --- I EGI _ `i DP - j I I ^ �'
<br />{r/ J
<br />t ... I Mr(ER10R ►ANAL EW0 PANEL �' / ) _
<br />WItH11[E�S (CAR , _ SCgCW.W/2SP[mNns I 1 I INTERIOR PANEL END ME/El
<br />I 1
<br />3 .. _. - - u -. - OR pRECi MOUNT r �.. _i dP (4B 1 •• .- '/ w. M/CIIORI ' aa` 1 1 Rewllm \ -
<br />6RT• T/+.) - ro • it I/7 OC T Mn. IOU[ M ro - 17 _ 7 Fr-7'•.+ rsDl 1 x0D11R MLA. I' s' }•,-, n Epll ...._ 3•
<br />N (NE NT. 2/,t a I 1 1 UXOI ° SPACING OR SP MG 91NIDCH eEWC I JARML AN*"' 'I MOnn KAnPt
<br />a • . 1'-S Wn. - 1 -3 YM. �V-
<br />Ii DETAIL i :WALL MOUNTING INSTALLATION PPLICAg(L_IQ 3CH0UE __j) DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 2) , „, u• " "`° O
<br />•. .'/7 f1a OnMl i/I.
<br />• 1/t.) - . (ALti�,aWl10N SCALE; 3/ta' 1' SCALE- J/,e' t' y;X j1 r/[7�"oc +
<br />L[ M Ar MD wr<u) ALTERNATIVE 1 ALTERNATIVE 2
<br />I i I �/°:�"S'/'. MAXIMUM A.S.D. DESIGN PRESSURE RANG MAXIMUM A.S.D. DESIGN PRESSURE RATING (D.I AND CORRESPONDING �-
<br />PnLOm COMM" % � I � I I (R.s.f.) AND •�
<br />ON CONCRETE y I I MAXIMUM PANEL LENGTH "L" SCHEDULE (Wlsi ( [ o •"+]"ii°Mnc' Q
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE AT l8; FOR ,APPucAEILE ONLY ra $ECTx11f�_a_A_s ,NWsrI :I F' SING SArrn SrOEM. RML
<br />I I/4, 2, 4, 204 3/4 Del 4/4 1, 2 & CAW/ts T, ; A IW/I5 INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES s•STLM ON VW-LU I Cn IQ
<br />i
<br />ALTERNATE LOCATION 1)t) VICElot E
<br />W1eNC1.
<br />ON UFE SAFETY PAWL .
<br />rM YN 1� ■
<br />/ I AD w/NO LIE SAFCFY PANELS LOCATION OF LIFE (SEE NOTE )BELOW) --_
<br />S,:-AIMT1pM I i
<br />I S REGULAR PANELS W/ OR SATM PANEL -J YAXIIAIY ASD. APP14:Vl.0 TO •4A0. ttD a-4' i ]/.' uea+m
<br />ro MASS
<br />W/0 REGULAR TRACKS IAPCOY C<w-YIP CNa-IN PA[1MR 1pwE D MIBIIriE R,/S I I •' EO
<br />(SEE NorE , DarAR 1[nONs I r wAnRw PANG 6p 1
<br />BUT;;) • UST ,SWQ Q TO BE NSTALLD As PR(Ssu"E ro twMCrolEt[ ro CaN[ ER CR caNCi[I[ m wwftn ro CMS • "CI LENGTH l• (m)
<br />(� Y"I M OMS/ / !/. % n //. urL SAFETY
<br />StaIY PA1(1. OPENED ]1Wy pArPD r ., TE RDpE "� IRDf rz 1)LaG% R-0d t E� WDCK a MA' 4] *W ,B rM NNCHM] TYPE R 5PCPIU TOM NST TKAIS Nro swo IMI. RIBpNY. al
<br />StE[I ,.) ,'"+L, 9� OPTION 1 FOR I AWA.s la AroLTDm r/ a[,4v NANME IAIWw ANCHOR SPA` s ANo NPrNIA. rn« o,]rANcr ARr NNolGnn oN n.Iv BcresuE. rM Bl5 /
<br />.'aREC 1C CONORIOR) 10 FACAETY MSTAl1ANEL a xRCNOED 5• N/A N/A N/A 6' N/A 8- N/A a' N/A I a 2 (SDP) [0 lrrb nMIN PQFAnG M s(S+CYAt RmLIC[ AxcrOR SPACING ar wr rnr.Iw sAltra
<br />n.N. R 0 1 TO B[ PrtKLLO M RCLOV[D rAON IN91Y r55.D� -72.0 B• 7• ._ S'-0' CW 1L55 SHOMM ON YSR7XAL IT SHE tpLmw ,ACTOR] rm TNR OMRAMN m R POSTAL
<br />EOIRRO[ AN[HOR6 PANEL �or ST"TLRE 9• 9' 9' D' 0' .. 9• 9- 9' (BOTIUM)
<br />IQ pmt4r M NEIGLTZ, »Ataw M WHO ,/TYPO TACTORANC SHALL GE K LASS nor 4MAAA 1YMCaD
<br />IREV 1•) --E'0 NATION 6- N/A N/A N/A B' N/A e' N/A a• N/A 1 k 2 (TOP) IRCCAttO rM EACH A+cHM TYPE A' A7DIt0R1 LCGY7D. - ' . • I i IL ''' Ma.IIrIC O
<br />WALL MOUNTING INSTALLATION WALL AND FLOQR MOUNTING INSTALLATION SCALE 3/32'.1' 55.0 -72U 9. 5• B e 9: 7 1/2' 9• 9' B. 9. 1 (Borrow) S'-a rD T-B' v w� • •n rrauwn _ W I WrappWp Rr1,A1
<br />*MOWN rag
<br />• • •� •T A) .M;NN •- _.__'- ? _ ]
<br />cu
<br />- SECTION 1 SFLE: 3/6' • )' -SECTION 2 SCALE' 3/6 - I' ©®OR T I ,/A' W, 6' N/A N/A N/A a' N/A 6' N/A 8' l N/A tr 2 (TOP) - _..__--. 1
<br />• aw oAP GAP ,55n -72.0 r0 e'-e' }
<br />NQ1LS CAN L6�sAFrr'r. SIDR►L PANLLS]STEY.IlIALIAITQh..; iI ^,
<br />1. l7FE SAI'Ei'I sTo12M PANEL CAN BE LOCATED AS AN END PANEL (Ellis' OR tA51 PANEL) 1 - -- •A"•'+ NarrW rlr BIJ ] ] a ,n ] In `, f I B; COI' ALTERNATIVE 3 ALTE ATLY�_ 4 W
<br />OR AS AN INTERIOR PANEL. (ANY PAWL LOCATION IN BETWEEN END PANELS)- LB A' �'r'"D"I rJ✓E1.1 (CAL
<br />PA141�5" �HCM•LF ! 2 LOOP YOL•ET CONORb1If A7 �� (®NI � N 11N10 I�1 ,//4•. RAG SCREWS a 4" OC. M/ , 1/2•
<br />CAFE SAFETY PANELS TAAY OR MAY NOT BE INSTALLED ADMCENT TO REGII'AR PANELS ,M/at� B =M_lE:_.LD__n. 3_E!1_' ]6 ll - - - li 1.1, nkELDTD IFMCIRAION M
<br />II OR W/O REGULAR TRACKS.) SEE wn IT _ n - _ - - - NT.Od/r nw ARM Blmaw W/ ` V
<br />AwA1MUR ASD. (SOUP a snY Lan rate Ta W ] 1 .{a - ,/4-.-2A2• S G. M S. 0 r O C 00
<br />SECTION B-B "°ET rAaT mnerM nDM arRNl q SEE: NIt ro /* _.._. _ -__ -- D RAM CONDITIONS d(
<br />0(SOH SEE: k YAIOMUM PANE ]• to ,DP - 14e Na 7/.Y p PAEurn RYNt D oe ALTERNATIVE W00 FRAME I ANCHOR LOCATIONS
<br />?. CAFE SAFEh STDR�1 PANEL CONSISTS OF 0039' GALVANIZED STET: STORY PANEL AS iMC�t! _ _ I PARGAILTE RL/s • a' nE w 1 r/2' AMU.
<br />PEA L'OMPONCNT (9. SHEET 2 OF DRAWING. �r "NasAff - COMB, LENGTH -L' (rt.I ,1N11HIIIIHIRN, _-- - _ _ - _ _-. / fcrc ]/r . 1'
<br />LW. ...E t; 1< - I' 10 11/]• im I ee 1,N(AItU PEMMT�ON TC [LBIRRC WOW
<br />THIS PANEL AL ITSELF TO BE REMOVED OR INSIALLED FROM THE INSIDE OF RAI_ 1 PI.' OF 1HF!A ..��R A. TIE(/ s run Nutt OILIER *PAlxs Nor MION+ FOA aARn
<br />STRUCTURE, ••
<br />AA,IHIHI,/l/,r ,.9.1 -et 5 }• y 4 1/2' ♦ I/Y 2 (BOTTOM) 7'-6' OR 1E55 - �P�1 ,•••. ✓.I7 !s I,HHHHN/NN
<br />3. uFE SAFETY PAN(L REQUIRES TOP TRACK ro BE coMPOF,Exr �r aoTl°w TtiAcx ro ` p: TIl1/T'Hr ,s2.e -ea.° }• p 4• r 2 (BOTTOM) r-a' oa LEss: \VG ENS•(L• _- wAu _MoALT�g STALLATIONP p. TILL/l s w
<br />OYPONEMENT WT®Y BE NS1AM'L D WALL OR 2 OF FLOOR MOUNTED FOLLOWING SECTIONS t R iDRAWING`\;' ''. /9 '�y - : 1' \' 4s
<br />® .5S-0 -7z° 2 1/2, 2 1/2" 4' 3 1/2' 2 (BOTTOM) 7•-6' OR LESS No. 44167 P; �GENSLC •'•.
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