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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR AwNrM1k:L''
<br />-.. _ _,•..._ ._..._ SPLIT PANELSSol -4
<br />a .�,. A •�•� ••�
<br />IT Now
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<br />IWIr .ol .a ml MAP • (.n Paul
<br />ENIll SECTION Y-Y ypa SPLIT STORM P�L ELEVATKNI
<br />SCNE 1/4--1• OETAM ,r SCNE 1/4•-I• 7. ei,1 SCALE I/b-t-
<br />�lm�laa"AF91N) fFJ.Ao�.�
<br />MULLION SCHEDULE
<br />M.A IKRLIOH
<br />SPAN (Ft)
<br />REQ WO'➢ W.
<br />TUBE MULLION -
<br />4 4•-r•
<br />2- . T
<br />. I/r
<br />Qrn
<br />NM/ • . "ryy�
<br />>rON P'�1•'�R NO>K
<br />or""• 1, A4.
<br />Ill TO Ill 2- ill 1111'
<br />.. Do�wN�P RAn1Io
<br />oRKN,cD
<br />SECTION 1
<br />SCALE 3/6-1'
<br />NOTE: MU 99D TK 119h STORM PANELS ON TOP
<br />00 0,
<br />TOP O6 earlom or O►ENM
<br />(ONE PANEL OPINION) WJ TUTS TOP a BOTTOM)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING •.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH 'L" SCHEDULE
<br />(WLLO ONLY FOR AlOWAUAMS O PER sE n M I TMU 10. ON 114l 4. B • 0) Mel VAIVAN "A, • BOLTED P/ 1/41-mrt• $4 MS . WOW A7 MMAP ♦ ,roL WM OF PWSL
<br />MAXIMUM A.S.D. OES1111114 PRESSURE RMING (p,ml AND CORRES ONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULAR STORM PANELS 1 Rr Q INSTALLATIONS
<br />INTO EXISTING CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(4W0 oNLY IN PANELS(Do Ill MUNLAMM AS PER KCPOW , "m 1, oN seem 4 • 6) To
<br />1
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<br />ST E _'� GLOW PROTECTION PRODUM. U.C.
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<br />MAXIMUM
<br />MAWAUM MCH M 7POMM 100 ad.. 3 t/Y -
<br />ASP DESIGN
<br />Vol
<br />CIF 1AP-0RW
<br />CAUl
<br />PAIKLWT "N" ID
<br />PANELwn PLUS
<br />tOW SET
<br />9f ro
<br />SECTIONS
<br />EEc 1 •
<br />IAAWYW PANEL
<br />PRESSURE
<br />MTY10
<br />tP•1.)
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<br />BLOCK
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<br />K 1 4DY
<br />1E11GtH t' (R.)
<br />(111
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6•
<br />4.
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6'
<br />6'
<br />6_--
<br />B•
<br />N/A
<br />N/A
<br />I (W"OM)
<br />l•
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6•
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />-
<br />2 (TOP)
<br />- r
<br />N/A
<br />N/A
<br />N/A .__.
<br />-`TV
<br />N/A
<br />S'
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />Ell -71.0
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6ti_•.
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />>7'-S' TO r-b'
<br />oR Lasa
<br />-;
<br />6
<br /><'
<br />N A
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />6`
<br />b'
<br />8'
<br />6"
<br />N/A
<br />N/A
<br />_3 (0
<br />3 (BOTTOM)
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />8•
<br />N/A
<br />�1.
<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' T
<br />r
<br />6•
<br />6•
<br />8'
<br />S.
<br />N/A
<br />N/A
<br />4 St 7 (BOTTOM)
<br />WA
<br />N/A
<br />12 1/2-
<br />5 Ile
<br />12 1/2-
<br />6 1/4'
<br />6 1/4•
<br />5 Ile
<br />6 1/A'
<br />6 1/4-
<br />N/A
<br />N/A
<br />5 (TOP/BOTTOM)
<br />60.0. -6i.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 1/4'
<br />12 1/2'
<br />6 1/{'
<br />6 Ile
<br />6 1/4•
<br />6 Ile
<br />6 1/4"
<br />N/A
<br />N/A
<br />a (TOP/90"OU)
<br />'-I- TO IV-2•
<br />50.0. -72.0
<br />N/A
<br />N/A
<br />B 1/4'
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4'
<br />6 1/4'
<br />8 1/{'
<br />1 6 1/{'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOM)
<br />B•-b' TO 11'-a'
<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//'
<br />6 i/4'
<br />6 1/4•
<br />g, q, 10 (TOP)
<br />N.D -40.0L
<br />'1E55
<br />a
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />6'
<br />6 Ile
<br />/ 1/4•
<br />a (90T10M)
<br />12'-{' OR
<br />OR
<br />{'
<br />-"
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />6•6
<br />1/4'
<br />0 1/4'
<br />I (BOTTOM)
<br />LEES
<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//•
<br />6 1/4'
<br />6 t/4'
<br />10 (BOTTCA)
<br />SET Loll 4% 11 AND It r0A ARM= TYPE a VACMO IN M A,ATOM HMO W= FRAME f1ALMA
<br />IWMN AND" SIMIEINGS Alp UMMLO CODE INSTANCE AM NpGTEO ON INS SCHEDULE. IN M LESS
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<br />SHILL Nw M LESS 11YN MAMA SNACM MICATm fOP EACH ANCHOR "K AT Pill LEDIM.
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<br />INST SIGN DETAILS FOR REGULAR PANELS(I a J1A INSTALLATION DETAILS FOR REGULAR PANELSCIb & CIAO
<br />yr 1°. , a/r Lars SRNs au""D W/ INSTALLATION DETAILS FOR REGULAR PANELS n ,��
<br />INTO EXISTING WOOD STRUCTURES 1,N L U"al a' et ILL Ir a 1/4' 01. rm INTO EXISTING WOOD STRUCTURES
<br />INTO EXISTING WOOD STRUCTURES
<br />RW Inpfro LIP m a'-r IIr. an �,A_,0 t
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<br />I I
<br />i 1 p aLIEBdsIDlf...Lti( eLTFetlAIDt llf ) 3
<br />I I - Ma. PANEL LENGTH Me>. PANEL ITNOM W. IIYQ IENLih U 17
<br />, - ,• - r+r lrM rw ' LADE 3h•1• SCALE) 6./• Ni N7/0a1 . J _--, __-..._ (SFF NOT 1) I 1/,1-la.,' f.k SEE How 1) 6, ty
<br />r.- 1 ! KE sueaAE ON .iET a ( / j "--xj#
<br />WS7ALLTION -ALTERNATIVE 3W � I{ I "� r 1 p v.1-x"n• apt r tTLi NOTE I) ,/ 1 ,ox,• cc
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<br />INATAWTION •• ALTERNATIVE 1 W ` r IA RUNN1. r.n-�• + - SOS
<br />f 1 I I
<br />ED
<br />•, 1 +�.
<br />11
<br />N fiw°" H.aPa CEILING ! FIOGR YOUNIIN6 WALL ! FLOOk YOUNTINO ED; I EM MAX 'L'
<br />SCNE: ,/{• . /• l I i 1 NA - l It '�'iNT
<br />EO OF
<br />1 1 r l
<br />RiSTALLTION - LLTERNATTVE iW ISLST I ATIfIYB _ BNa SW rot •• VolE�,
<br />(SECTION AT TOP IS DINGED TO +55.5-67.0 MAX IIrAE: ,/4' , I - ,
<br />EO _ /-i�TM•� N.• �0. `. -�.. :, NSW s6o 6l ;! MW rail wldA �1 1 •ISTAUAi10N - LL10WAn1Z YW A.S.D. DESIGN PRESSURE RATING) :L H-- N L 1..,• - 'i E"Wm . ,/•• oa ('�._�
<br />,(,, , - 1 L)D ,F EO
<br />SMALL- 1/4• 1.1 ..I /WOK IAi1Q t0"Ri tI ID 6'-°• 1ep a » n•A.fAP' t` I CUM 1'� E .X -.. i _ P 11 -� - i x:A• WOOD �a - ^' 1/4-. LAID SCREWL
<br />71CAli: 1/4' . 1' , /4, off. IaOAIIOMaS1A� IaNAN a _ .-f`L%) 1 , E• °sSO A ':' '' tIM10 PPMEtYATI RVS.._I W .... I.
<br />w • , 1 OR rt a fa Y a to G WRH I 1 i/Y Mw M/amr °1WlIMPa AL REOUW[D _.... .i e 1/ r O.c. `f , 7h' :1 ' •._ ._a 6• MI W , iJx•
<br />7 p6
<br />P*NLKV
<br />nM . N yr eL x• ,' W000 ! N Wo00 LATE (� EIII'I
<br />fN qM[ ROUWEO REOUerFO i' MC OF AT
<br />rWPIm ,//x2 r&w m PDCYNM N AI TERNATIVE 31M ALTERNATIVE AW T ill PTHr"Iml Ill
<br />+ ! III j E� 1
<br />rNr ..r #Ib IbMa,N Or DKMfaa NOW PLATE M4 ,, rw• CULT[ •,rRNP Or ruTL SCALE 3✓6-r 504E 3h-,• `' '� I la0 WpM OF Pu7E - L I' _ .,V40 IA10 SCREWS • -•- -- •, -
<br />16 o,a 11,aAe Au LOPS to ro a'-e' Ma RfOun m 65'' o.c. SIAo0Ui0 N/ E
<br />N��IAI��.L �.�I.S�T••A�L SHUTTER TRACKS ACT WOMAN MR CUMY DWECT -_�., ) - Al 1AtDW0TN OF PLATE
<br />_ ��f••P•w,..e1,N�Nr,�•pv .• nlp,c�T A�OIIC14O66ViLJf
<br />. __ .. IOCNNP .R i11Ale as DIE ECT Lp11 NOTEklmofr
<br />�• r A law
<br />EJt N 'Al W lb1lD Sh-, InNt J/6./'
<br />SfdLE 1/I-1 Srx( 3/0.1'
<br />FLOGS YOUMTSI6
<br />06S'EEAE1-ATION sECTN]N LAW �N111NI",N 1. INSTNIATIONS FOR ALTERNATNES 5W. 9W 6t IOW ONLY VAUD FOR II0111111NNry
<br />JLG�i: LNI,INNNINM 9l. Ile - r IIpZES P a T1W) BUILPARDINGS
<br />EKATHHA P DESIGN LOAN UP TO +43.8. -40.0 P.r.f, AND N3�Q p:
<br />I. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A5.0. DESIGN LOADS •TN' % 1. INSIALLAT,ONS ARE ONLY YALID FOR BUILDINGS WITH A.S.D. OE6KMN LOADS "S 2. FOR NEMI W000 FRAME CONSIRUCIION: WOOD MEMBERS TO BE SOUTHERN ` pEl ••'• FLORIDA INJILDINO CODE 111 h VN hurricane zone PINE No. 2. W/ SPEMIC DENSITY OF 0.55 OR EQUAL 3A JG�Sf ''• FLOIIDA BUILDING CODE (Ill h Velocity Nurrioons Zeno
<br />UP TO +55.5, -72.0 pa.N. AND PANEL'S LENGTH UP TO B'-B'. yti VGENf'''•,z FLORN>A ]WILDING CODE Nl h Voloa Hurricane Zone UP TO +55.5, -724 P'SF AND PANEL'S LENGTH UP TO B'-B• ...
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN •,�TKItaA x Fi 2. FOR NEW WOOD FRAME CONSTRUl WOOD MEMBERS TO BE SOUTHERN � rr i No 41
<br />eae» area ,TOG o3Dn IE,eCO..Nt 20 GAGE GALVANIZED STEEL STORY PANEL m
<br />PINE N0. a. w/ SPECIFIC DENSITY OF 0.55 OR EOUAU. T' No. 4187 s_ 20 OAOE GALVANIZED STEEL STORM PANCL "� N, PINE N0. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. C NO• : * 20 GAGE CALVANIZEO STEEL STORY PANEL co w: I/rWF FOR COSMW41lrNE", DE SECTIONS: � . 7 * (IMAM or
<br />S �c 3 �- GLOBAL PROTECTION PRODUCTS. U C °'/' ST GLOBAL PROTECTION PRODUCTS, U.C. NID i ST TF - PROTECTION PRODUCTS, LLC. a„E
<br />_._: t�-t.. COINS/SeEa TOP � BOTTOM MOUHIINGS CAN BE .
<br />ft= OR ➢E SET THIS: ST E Of 4 - - W[• I(2TE.,.E(iH EAMBRMTIOII of SECT1Dt/5. O'•. - ' COMBINED M ANY WAY TO MIT ANY
<br />(�- i IL E C O INe. •"O LY. el In1Mr (^-! -� 9 F, a(o�' Z IL E C O INe. - MTALLA1TON. info'' . FL RIo�` IL E C O INS- 4eD Ar. s, lnuE
<br />,. - ,am LN e, aTlMcl
<br />TOP t BOTTOM MOUN71NGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CDkVR It /ADNOIM ODKVR IE ANON" FOR CONCRETE ANCHOR{: ITS IOEDW ON *W I..
<br />(m Somali"mR lr000 KNEW. � Imt,o« aN "an Is "a1 I�� /� Imm U 3'- 1. 2 « )WITS
<br />•oAEa aIRY1c7r J IA 7,/1 Tya 3/4 or y4 2 t 1W/15 -r.
<br />Mw.
<br />RElltrlm
<br />)
<br />\
<br />I I (1 _l. 11(11 .1 i
<br />rKE'OED1X! r� rrM PN4u WIUaaR (.araw WAG) teK"eaR AMD3 fop PAIO3
<br />-- •
<br />�
<br />fi{O • Ix 1/p- O.c. -•-_ 51UD N If IJ!' fLt T 1 1
<br />I
<br />11 1 e" Yin. ,,1��AIti�,,.t� MAPNR I D/a• MM. (CANEIl��O /-- I 1,�' QK, I� IMMWE P I
<br />I 'ro"'$'IL i7 1 aC.Ly ( J 10 yf'i ix 1 O.c1
<br />(SCE OR. t/N)� OEIA)
<br />I
<br />{ .DID
<br />'] •' ,o•'
<br />�'�'.'J: I (TEE OF'OMS ,/1/1A
<br />Rau= ODNrAE7E•' 1 I • :/1.)
<br />r /i 2/1. ?A/l 3/4 13r y4 1. 24,1 LO/is I, Z i TW/15
<br />Al1ERrN1E LDCADON
<br />•.. ..-1 ON LIFE SAFM PANEL L.-
<br />W/MO LIFE SAFETY "mis LOcArION OF Let (SEE NM.. IBum)
<br />• AN.
<br />le Rca" PANELS W/ OR _ . _� SAFETY PANEL -�
<br />W/D fifou A TRACKS (SEE NOTE I
<br />��7
<br />(SIT sem It" , ;f • NI[1 OW) , is SAFETY SLUM°PANEL OOPt p MW
<br />NKr rLYKO,A! It" - �o} �j �OPTION"Kn K
<br />,•) roWm DONcnn-�. i�I tTi7DYnir) m PAtE iia
<br />C.A. fzcm a ro K WALAW DR RENOMED FROM IN K
<br />ELEVATION
<br />MOUNTING INSTALLATION WALL AND FLOOR Mt)UNTiNG I T10N WALE 3/32'-1-
<br />,WILL
<br />- SECTION 1 SCALE, 3/9' - r - SECTION 2 SCALE: 3/6• - 1 • 0 0- 1 1 • In Y". _
<br />' rl/.- M•A NA>
<br />Hw
<br />�u(
<br />NOTES In ,vPFT' STORY P--_..,ffi{EJE IYSfAllAfION --
<br />I urc SAFETY STORM PANEL cAN K LOCATED AS AN END PANEL (FIRST OR LASI PANEL) 1
<br />1NAAF1 g (Nt7alNan LOCATOI
<br />OR AS AN 1 rIDOR PANEL. (ANY PANEL LOCAT,DN IN BETWEEN END PANELS). WZ "NOK�1)P/rN6e.
<br />UFE SAFETY PANELS MAY OR MAY NOT LIE INSTALLED ADAACEW TO REGULAR PANELS ALTO PN4LI
<br />TEE NOT ,)
<br />(6'/ OR Ill REGULAR TRACKS.)
<br />SECTION p�p
<br />:. LRE SAFELY a0q� PANE CONSISTS OF D.6507 GALmoll STEEL STORM PANEL AS o��
<br />PER COYPONfMTm. SHEET 2 01 (RAWRRS SCALE 3/32'-1•
<br />TMI PANEL ANLILOOMWSS RSELF TD NT REMOAED OR INSTALLED FROM THE Pa510E Of
<br />STRUCTURE.
<br />ANpaINN#M
<br />3, LIFE SAFETY P REOlIRES TOP TRACK TO K COMPONENT4)L BOTTOM TRACK fG oyA� p TILL/�
<br />K AS PL7r SHEET 2 OF THIS DRAWR4G
<br />coYroNUDrON® Y K INSTALLED WALL OR FLOOR MOUNTED FMLDMNG SECTIONS I a •'GENSF •
<br />V.
<br />Q7••: •.
<br />2 ON TI65 , AS Al AS DETAILS I B 2 ON SHEET 14.
<br />3A, J
<br />= FLORIDA BUILDING CODE m Vol hlln,eom Zone)
<br />+. IIn. LENGTH FOR GouPONEur®®M ,6'
<br />Ma. ANCHOR SPAGNG rOR f:aTAPo«IENT ®ANCHORAGE a BOTTOM IS PNEN ON i �• AT tleoxo TAaca .a 20 DACE GALVANIZED STEEL STORM PANEL NMry e•:
<br />SCHEDULES " 2. SI,E[i 14. *': "'
<br />L'OMPONEW J11, 2 R PERMANENT 011 RELIOEABLE.
<br />.Q ATE
<br />• /M m�LFu�ArYt or/eanKo
<br />S. SEE DETAILS MR INSTAUAT*k MID WOOD FRAME BLALDNNCS GN SHEET 15. 'YO QR -� 'L E \P O INc. PROTECTIGNI rnwvvl.>A U.C. ONE.
<br />'•..
<br />a AYH' ^^ n• '173H 20-176
<br />b. SEE SHEET A FDR WA0. APPLICABLE TO T11E KUSSGY FOR THE INSTALLATION OF NA �S �,
<br />�IFlll ONA � �l"R'��m•+Ar.Nr n1aNC fIIF1EK-7IAe. Fu: lEe4)!Ea-E7E7
<br />SPACERS AT TRACKS INSTALLED ADEACEM AND BEYOND TO srumo/town BANDS. w•.•.. aPX'm ILO ."i: �" N .
<br />411N d-OEOAII MR Awr
<br />PE �'< r•LSOH A IrIrT 4., Pt 1 " ewld u er >ro
<br />TOP A BOTTOM MOUAfTINGS CAN BE
<br />COMBINED tN ANY WAY TO SLUR ANY
<br />INSTALLATION
<br />4-
<br />STUDS 0 EVERY
<br />t( aNERAP
<br />T01211pLQ.DvI`ci
<br />_ 0 1
<br />- (MID)
<br />1/4• SEE SEE IMEMOII PANEL. END PANEL
<br />Y1A7 011 / •-.._ 10,1101
<br />3• FOR Ma. -1 FOR TOP+. -i
<br />Olt DIRECT
<br />"NiCHOR
<br />ANCMN
<br />WAM SPACING
<br />��VAL 1 PLAT WALL AP DETAIL SCHEDULE
<br />SrJML 3/1r - 1'
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE Al FOR
<br />INSTALLATIONS INTO CONCRETE k CONCRETE BLOCK STRUCTURES
<br />SQUill 4DW WAD. YOIIM m,DrtlDNs TOP,A-M M.YIL_EI._11iSi�
<br />ALTERNIE
<br />�5.
<br />(,I i 2. 0. C.
<br />TO PANE
<br />Va• UK (CASE D
<br />r IAA. (CASE e)
<br />YA> ASS•
<br />Dow
<br />PRESSURE
<br />Vol
<br />OF TAP -WI►
<br />OWhe,
<br />PNawx COME It
<br />PN4NaE PLUS
<br />t,I
<br />=C i to
<br />•
<br />, OF IImm COMONAWA
<br />YAWW PNEL
<br />1lNaIN 1- (n,)
<br />ro
<br />1701gR1C
<br />COIN ET[
<br />11,01m
<br />C" �,
<br />To
<br />Km
<br />Ya
<br />,ro T
<br />�
<br />I'
<br />N/A
<br />N/A
<br />N/A
<br />S•
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />1 • 2 (TOP)
<br />SS.a -72.0
<br />➢•
<br />7-
<br />0•
<br />r
<br />2•
<br />a'
<br />a'
<br />9'
<br />➢•
<br />I'
<br />I (BOTTOM)
<br />5'-0• oil LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />I•
<br />N/A
<br />B'
<br />N/A
<br />0'
<br />N/A
<br />1 0 2 (TGP)
<br />+66.0 -72.0
<br />9'
<br />S'
<br />9'
<br />e'
<br />9•
<br />7 1/2'
<br />a'
<br />9'
<br />9'
<br />9'
<br />, (BOTTOM)
<br />5'•-0' TO 7•-S'
<br />+Sb.O -7a.O
<br />I'
<br />N/A
<br />N/A
<br />N/A
<br />/-
<br />N/A
<br />S"
<br />N/A
<br />6•
<br />N/A
<br />I 0 2 (TOE)
<br />T-6" TG e'-e•
<br />9-
<br />4•
<br />0'
<br />6'
<br />9'
<br />6`
<br />r
<br />a'
<br />r
<br />/'
<br />I (BOTTOM)
<br />9�)QJ / > : 4) mu FLOOR MOUNT CQNORVA 61 BOTTOM may- r.a . 7 1/2•
<br />MAA W Aa0
<br />I1RE9SIIK
<br />t.E
<br />l"o w LP POI w a Nq[)
<br />OL 1 (iM e r Ws nW AP Or fFefl,)
<br />$�EGTIONS
<br />TIp
<br />W%IMIY PANCI.
<br />LENGTH V (M1)
<br />T -
<br />-
<br />CONCRETE
<br />K INN
<br />+49.2 -61.6
<br />p 3•
<br />4 1/2• 4 1 2'
<br />2 (BOTTOM)
<br />r-e aR LESS
<br />+52.6 -06.0
<br />3' 3'
<br />a 4•
<br />2 (BOTTOM)
<br />r-e• OR LESS
<br />+06.0 -720
<br />2 1/2- 2 1/2'
<br />4• 3 1/2•
<br />2 (BOTTOM)
<br />7•-b' OR LESS
<br />*SS.O -72.0
<br />2 ,/T 2 1/2'
<br />NIA N/A
<br />a (BOTTOM)
<br />7'-6• TO B
<br />+55.0 -72.0
<br />N/A M/A
<br />3' 3'
<br />2 (BORON)
<br />7•-r TO ill.
<br />i
<br />1/4• "1 t� I,l(r KE qI �-INTEAIp, PANIL `-Qlp PWNR
<br />SPAOIND 1/oSPACING
<br />1'-3• Wn
<br />��2��WQ��4 STA��ION (APP����TOSCHEDU�21
<br />SCALE: 3/Ir - V
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />4m r_r fW Y,TQ, SECTMOMS ,•. 1 1101C1FsfOR L=r`&AIM StCft PAWL
<br />SYSTEM ON Into 131-
<br />IAtla#Y ..a ao4H
<br />1Nr 1Maa
<br />'•rp
<br />ppAlt IMPLY
<br />" Ir•rJ
<br />1'
<br />Nlf
<br />"��11tlN
<br />Ld MI
<br />.ro. � ETA
<br />rx
<br />a ,/4'
<br />Iltaol,m
<br />fR "BET 15 PW PIKMRe IRE a TaAC O FOR .MEALLOM MID WO 141E ONOW
<br />IN.IRAP ANCHOR WOOM AM I"r.Y ONE COVW-E AIE .0"= ON DIE SCIl IOW
<br />9.0 I= NMII MMMO ON IMMU %Mn ANOOR WACM W W?rLY O IPome
<br />*WM ON ICNmutE of M TOUONM FAMM. Ill ?IN OKUM m K MMML
<br />LEVI , KMI " "�"
<br />POCAM III* LAC. NNCNOIT "PEAl All M MIND,
<br />AIIN"R 1WB
<br />t/41
<br />-
<br />r/1NaN
<br />a R►-e.P
<br />l
<br />l
<br />a4P-M
<br />m No"" WNCRO (AFL
<br />4
<br />,
<br />,
<br />3
<br />x IA_
<br />3
<br />7
<br />Fe #4a a4 I,4
<br />- D
<br />7
<br />,,n
<br />3In
<br />AAK Ba an Now
<br />Dam
<br />f yr
<br />_ ...
<br />�m
<br />*
<br />FLORIDA BUILDING (ODE
<br />INSTALLATION DETAILS FOR QPTION_# 1 FOR LIFE SAFETY STORM PANEL SYSTEM
<br />1/41 UNG SOM 0 r as W/ INTO EXISTING WOOD STRUCTURES
<br />�- 1010071NG 1gCO NGNMO�Or AA19«
<br />& J ��� t .
<br />i
<br />ro 1
<br />I"nNtl�,i,/faa
<br />I � 1�LTERNATIVE_ 1 ALTERNATIVE 2
<br />.•ar NerE
<br />i ro aril , oc
<br />I p
<br />I i
<br />i Ea' I
<br />ED
<br />I i rol� 1
<br />to v. t
<br />1.
<br />I K°0°DaINSA�`T
<br />�,..•.r.., .., .• , NaaD rut! .. 11%
<br />;Jam' ALTERNATIVE 3 ALTERNATIVE 4
<br />YYt'•VIA Sam" 41, D/BAOm rolElA1r1* OR / t/a'
<br />1/IYA.6/r flame vim am" r/
<br />,J41-*W sE I S N a• °.a OR GliQA 1/4•e m rA«o,P1E nal a oR ALTERNATIVE WOOD RAMCONDITIONS AI N LOCATIONS
<br />FAIEIMOD PLUS • r oe WJ I I/r IM. Sal ,/e• . 1•
<br />revom PEKrIlOM TO-ojn04 IOiaD
<br />NMI[ 1101E own" ,RAms «m "IDNN fm CLAwrY
<br />WALL MOUNTING INSTALLATION
<br />ALTER TIME i W
<br />Samul
<br />1GSLSS
<br />1. e"7AUAl"16 ARE ONLY vYlu4 FDI1 aALOWGS IYTI AIll DUAWI LOADS IW TO
<br />+SI.l. -M.O PMff4RAlp PArKtM LOX UP To a'-r.
<br />2 MR WIN pow r.o L M% 7r COINSMUC710MOP ONAe°0°OMWOO M TO K SOU1110W
<br />Q�
<br />Jc
<br />U)
<br />Cu
<br />O
<br />L
<br />CL
<br />CL
<br />e<
<br />U
<br />0
<br />L.L
<br />Y
<br />CIO
<br />SHEET N0.
<br />SH 1.1
<br />
|