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<br />> ' 1
<br />.7A• . • ...E11.
<br />a
<br />WI,JYW A.S.D.XS
<br />OEM
<br />E APR, T)
<br />I IN@x. PL/15E„�.TM IMMSIUDM aA55 TIDY
<br />(5EL )
<br />COPANEL
<br />7NDITION t0
<br />.66.0 -751
<br />1 ' 7 • x I e D OR LESS /
<br />i BOLTED
<br />,'. 2'. y. ' W.
<br />2w a 3w
<br />__ _
<br />-660. -753
<br />7' � 2 7 0 OR /a•
<br />LESS
<br />ROTEO
<br />a' a w
<br />BPL r ,/a._20F3 - S.S. M.S. a WI AT 40R PALE 000GIH
<br />MEASI�1Rm/TRW BORON of PANEL. ND,A/,�� a « L
<br />1 I l . I
<br />Aw. . L' R
<br />S 1 . 4
<br />� Is
<br />MAXIMUM
<br />ALSO DESIGN
<br />MAXIMUM MCN+0RS SPACING FDA E. O. ) 1/r - 1 APPLICABLE TO
<br />- -� �-
<br />PRESSURE
<br />I
<br />i MWLw PAT([
<br />TAPCONS CA"K R1NED4.rz ,.. IO
<br />ii,
<br />PANELAK Milo ,SECTIONS G�,�Te
<br />QAIFM
<br />lLM6T1. .- (K}
<br />10 cowArR
<br />TO CONCRETE
<br />TE
<br />O !,a coisanE
<br />BLOCKBLQCX
<br />m comeAER
<br />I OF THEM
<br />BLOC
<br />I 12•
<br />I
<br />NIA I 12'
<br />u
<br />I /A
<br />1 12'
<br />N/A
<br />12-
<br />I
<br />I N/A I' tr 2' (TOP)
<br />t—
<br />11•
<br />]- i 4 .D•
<br />---I
<br />3-
<br />—
<br />' 5"
<br />4•
<br />5.
<br />A• 1' SBDTTOM)+
<br />Do
<br />1 12•
<br />3' 2'
<br />S.
<br />i 6•
<br />6'
<br />8'
<br />1' (WTTOM)
<br />6" I
<br />i__
<br />�-
<br />ER ES 1000 ++
<br />66.0. -75.3
<br />j N/A
<br />F--
<br />1 7-
<br />N/A N/ A
<br />--- «-----t----
<br />N/A ' 6 1/2'
<br />I NJA
<br />I NIA
<br />N/A
<br />- -_--.
<br />4 112'
<br />NJA
<br />NIA
<br />2 /2
<br />- -
<br />4 1/2'
<br />it• 2' (BORON)
<br />-- i
<br />iN/A j 3' TOP
<br />4 70• ON 1L55
<br />_
<br />I �
<br />2
<br />I
<br />I_-._
<br />/ 1?'
<br />_
<br />N / A
<br />_-
<br />9 1 2'
<br />s /
<br />N A
<br />/
<br />T-
<br />9 2
<br />/
<br />___�
<br />N A S BOTTOM
<br />12"
<br />N/A 12'
<br />NIA
<br />12•
<br />_
<br />N/A 1
<br />12' I
<br />NIA A' (TOP)
<br />1 12'
<br />6' 12•
<br />9 1/2•1
<br />12'
<br />1 ,1' '.
<br />12•
<br />". (BOTTOM)
<br />I, UIMTEO TO 06.0 p., t. AS D. DES" PRESSURE RATING
<br />ASEE SHEET 26 fM ANCHORS TYPE a SP.CNG MR INSTALLATIONS WO 11gpp
<br />FRAME BIAL9111O
<br />SPANG
<br />MINMw THIS
<br />.NCIS ANO T IIP4MUY CODE DISTANCE ARE NOKA m MSCHEDULE.ULE.
<br />FOR TOR ON saEoaE REDUCE ANCHOR SPACING
<br />C.O. LESS ICAM
<br />IR ON SCt4 BY ,lo FDLLD FACTORS FOR
<br />BE SMl1WN ON SCILD
<br />TI
<br />HOTS OPCMS SPACING
<br />PIDINDM TO
<br />Ia BE PO6 SP.ONG •H SIRE W' m USPO FACTOR SNAP..
<br />USING
<br />T SINGING 01FD
<br />HOTMOO RE LEA THAN MWwM SPACIIO F T
<br />MIDgAttO OR FALSN AN•N«I TYPE A
<br />ANCHORS tf1_E1r0
<br />ANCHN M
<br />ve.
<br />V.'.
<br />Ile.
<br />1 1/4'.
<br />TAPM1
<br />POINT0
<br />e..loAN[
<br />aRX-Nr
<br />-
<br />.M. ,,Na,al 1eAOM0
<br />_ ETA.)
<br />3
<br />3
<br />5
<br />] 1 /]
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<br />_ _ _
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<br />fRlw
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<br />R
<br />-
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<br />A
<br />I
<br />REQUIRES MRF DISTANCE BEYEEN BOTTOM Cf PANEL I
<br />AND ® TO BE. 1/2'
<br />-)MO.-Mo.
<br /><'
<br />I
<br />VI_
<br />++ REOU6SS MA.. DISTANCE BETWEEN BOTTOM OF PANELAND (2) TO BE. 3/16' 3/16•
<br />Mo,
<br />CODE (High Veloclfv Hurricane
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL SYSTEMS
<br />(SCALE 112-I')
<br />- - __. _. IIIA25- (7OTAL WIDTH) ----. - - 2.tsr -
<br />- . _ ---.12 500' (EFFECTIVE WADE) - - I- - .193- 1/.1-2w/.•
<br />N - --250' - "'a" - S.S. STUD RNCIF6
<br />"l 6 T/a' (TYP.} _
<br />I F_ .37.'_-.. ,75• TO .NGLE f 6 1/4'
<br />,.250' Uls, - --- .086' OR s IS i/r cc.
<br />- - 1 NA, tlC REKRSED)
<br />� �
<br />30o' •.. _ - 1.350' - -. 1.350, - - 1.350' -. :1.500" i W' I 0
<br />w J _.
<br />f
<br />L ' •
<br />I I ( I'_- ,-I -t w N
<br />- �. aea'
<br />.2L50"K . 3.37S- .. _. � 1
<br />11 0.924' NAIL TIeCK 15 - \
<br />i6J ,61 i' . 1.5W"t A
<br />1 MEM4ED GALYAWZED StE0. • I 064' 9 I
<br />I
<br />E
<br />_ s
<br />EDGE ASAP AB53 TYP 12.OD0' .0s4' '• ' 0, r
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<br />I
<br />so IM r
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<br />CAVDGE
<br />oET1UL A 4 .- -A L-I.SW'--.-I ( )'
<br />AS 1/ w.;
<br />•J 1 ,ARM PANEL I _ . - -- — I t 3r5
<br />'--, 350O - ,.350' - ocTAu A - - 2.000' - '
<br />PANELS SHALL. K INSTALLED ALWAYS - - 2.38E -
<br />AATT END i LEFTO T SIDES GHT OF PAW G ZO "H" HEADER (3) "i TRACK (4) ANGLE WITH STUD
<br />f F TOP I=
<br />I « PW` ODN- (WTI.)
<br />.PARRY'S CND LAP -� -
<br />f - GALVANIZED SEER
<br />s,5• e.270'
<br />-"...-
<br />W/ NNENWD rw - ) e ; ,11
<br />b . //%ram--'E R•f - wN,IEEt
<br />to.o5 /
<br />h KTo aJau, 1 I /
<br />•'4
<br />/ r %_ ,1 A ' ' .825 0.375• 1, lrtt 0250Y
<br />\``�
<br />/+ T�-~ T .07• ..625 I t I
<br />',, I
<br />HEMI.m r .D E700'
<br />- 2.250• -' , I a -) -. _ ice' 'i'Dk PANEL .1\ -',I S+ OR
<br />a ISOMETRIC VIEW DETAIL_ A ; . 270- ,I. /
<br />133.1 -
<br />' 250"1 OF PANEL'S 9Sy'r '�
<br />ROUNDED CORNER C ENDS • Mh .0I]'
<br />ENO UP W/ HEMMED EDGE- IL. � 125'
<br />---2.sze- _ ) 62S`
<br />(N. T.S) 375• K.www.v
<br />—'—•
<br />2SW' i - 1 , EDGE «�'PNEL (j/'Y4AlIRJ
<br />067• (B KEY HOLE WASHER1730' p77'(") ' 7-I 3105-HISA ALUM ALLOY 0KEY HOLE AT PANEL - ?50' -2'24'
<br />,
<br />- 750_ -
<br />.813, .SCE SKii 6 TOR VE LE0NA..I. LWRAigNS E StEM LETIGTI' 6-
<br />I'.
<br />- 125' ONLY MILT FOR INSTALIAT,ON$ INTO
<br />SLEEYE 2 1 /B" I (TVF) ...,� WOOD STRUCTURES
<br />I25D' s' (�)
<br />(_ MAX. LENGTH
<br />I,754'_ - ' -2.oW' - 2.000-S 75D'
<br />193-
<br />- -
<br />- 2.SAS• - ,.1ta' /•� I (12'I 2.000- 4 ear '
<br />\
<br />(�/) 050. L_ ) 750' 250'
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<br />'' MN DO 5- Nos -
<br />® SLEEVE 1" MAX. - xWo
<br />LENGTH s 10 ANGLE „.FHnNMAµ 11 "!w TRACK @ PANEL R
<br />374' - 3�' 3m.:, B061-is ALLOY `NAA`a A I.11 1 /4" WIDEN
<br />, ...AA, rl
<br />l✓.p
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<br />I T -..) i I. - ! .062' ; •�4''' (`HEN�Cw•' (USE ONLY FOR E-Z HANG STORM PANEL
<br />3,T' 656' - 470- 275' ..- L .' "c • f = MIEN) 6Q63-T6 ALUM. ALLOY
<br />N 1 - ! MIN.- '; s
<br />1.67" 000, N -t p '. , 14 86.0" r , : No. 44167 FLORIDA BUILDING CODE Non High VelocityHurricane Zone
<br />F ' ' --MIN a win. O 20' i
<br />?. 1' * :
<br />r,. 's, F'ONMAN°•n
<br />123' 41D'0 R1Y), IDOL 24 GAGE GALVANIZED STEEL STORM PANEL
<br />. 1 _ -_f i •' a
<br />' 20T
<br />IE0.yQ•._; \.'' '�1 STATE OF
<br />- 2.000' - ) )) r- _ ( "� --- SET' SECTIONS - - _ - 4'N` 'y `� •., F (3F ,: ar/n/2vw
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<br />-
<br />1© BUILD -OUT 'F" O BUILD -OUT "F" TRACK 15 R 5® WASHERED WINGNUT - a — Oq,Kr w
<br />7,P
<br />1
<br />rM41U 4 161I1 ,r. P.F. ,1-. TP
<br />TRACK ANGLE (LEAD S ALL01) PL QA /scIMT AE/Ourz `I, T
<br />aM181 91 *HVIT 2 OF le
<br />'
<br />INSTALLATION DETAILS FOR REGULAR PANEL J)
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ALTERNATE CONCRETE
<br />_ANCHORS LOCATION
<br />CONCRETE ANCHORS (SEE SCHEDULE ON
<br />CONCRETE
<br />(SEE SCHEDULE ON EXISTING POURED CONCRETE SHEET$ 9 THROUGH 10) OR CONTING PETS BLOCK
<br />OR CONCRETE BLOCk
<br />OR CONCRETE BLOCK
<br />SHEETS 9 TDNRQUGH 10) REQUIRED, /
<br />/ R£WRCO. lERMA7E LEG / T
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<br />CONCRETE ANCIgRI'
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<br />CONCRETE REQUIRED }5 ! SHEETS 9 THROUGH lob LZ;
<br />_ -
<br />/ #i
<br />j �,. ' 1
<br />i �^'-� f4 - MP -- N i,r �OIAD�DI a (- - �/2.
<br />11/4- 1B1" 50e.P
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<br />MAX CONCRETE AAgHORS /12 1/1• S.S. rs R1 ,M _!
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<br />I I (SEE SCHEDULE ON i '
<br />_ -
<br />I SHEETS 9 r4Roruc� 10) I F :I/r• T
<br />1 1 I
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<br />1 1 E.G. I-6*IV,9e 1/M HEAD sat ./ I i" Max
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<br />L..•• SEPARATION i/ tr
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<br />PANE t SAL', 3l ._ 'I• Mo., I I- IVM WPn
<br />Y .. I E LENGTH A O8 WI, M6 M _r-
<br />M U.
<br />(SEE SCHMULL E ''j Mt6T, uQ r� PANE LENGTH 1 I 11 �'M' r'4'T
<br />1 I 1 I
<br />MJ,I I t( ON SHFF1 3) I 1 1 (SEE SCHfDUIE ( .,/ '
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<br />SEPARATION 1 --1I ON SHEET 3) -1 1
<br />CUSS
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<br />CONCRETE ANCHORS M`�T
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<br />• EDGE O WALL OR SLAB SHEETS 9 n{RQ(/GH 101 SHEETS 9 THROUGH 10) - � ' 2 1/8• LONG MAX. ALUMINUM
<br />I
<br />CONCRETE 11�,_,
<br />REQUIRED (ALT. CONDngN) // CC. VALID FOR
<br />...- : - _
<br />LO/DSa•AND
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<br />CONCRETE ANCHORS '' REQUIRED. OR CONCRETE BLOCK
<br />(SEE SCH[DULE OM -- j,'� t• MAX LONG ALUMINUM SPACERS O
<br />- - - - r p. - REOLnaEQ 5,0- ' t2 1/2. 0 C. (SEE TABLE 01 ON
<br />SHEETS 9 THROUGH to,
<br />SHEETS 9 a 10 )
<br />CEILING AN�NG STAIDiMNTING WALL MOUNTING /DIRE�C�T NT WISPACERSn9 OR ULn�A
<br />SCALE 3/8.1" 3�li PALE 3/8-1• WALE '3/8-1•
<br />UM,,F,,00N IN,,,,A
<br />A: T!1!171_wrlr�
<br />DNA"EF
<br />`•••
<br />J F `s FLORIDA BUILDING CODE Non High Velocity Hurricons Zone
<br />• o. 44167 a PZem artm, .K:. 24 GAGE GALVANIZED STEEL STORM PANELPRAMV
<br />NOTE FOR COMBINATION OF_SEGTIG2(:'I. ' * . * ' * c InmIXI"
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<br />SHEETS 9 k 10) COMBINED IN ANY WAY TO SUIT ANY ' CC - /``' /•a4A Mr wKP. eFeoa n v.r 20-175
<br />+.w pIH
<br />,. 4
<br />INSTALLATION. yy,_ �O • • • E A n-�-Lae r.. uFN nI_.SI. �, ,.)$ ' 76wA IM: IsS.I)SP a»7 OMNSNF No:
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<br />INSTALLATION
<br />DETAILS FOR SERIFS 2000 & 1000
<br />E-Z HANG
<br />STORM PANEL t17
<br />INTO EXISTING WOOD STRUCTURES
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<br />*0011 PLATE
<br />++"�+�+
<br />ALTERNATIVE 2"W
<br />-1' Min1
<br />'/i' Nun ItEADED PT1T1R.T;ON
<br />LM ,,2 2•r.'. ' 1/[ Mi. THREADED PENETRAT,LIN
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<br />!CALL C,RF`
<br />dL1RB.taiin• ihst� DC,
<br />"W
<br />SCALE IJr•^,•
<br />HALL T`..• WOOC
<br />Pu'f p.GJWR, rLAr
<br />w x. Prpo,AE:,
<br />cut [N DN EDgE
<br />ALTERNATIVE I
<br />SCALE ,/♦•-"
<br />I
<br />FLOOR TO
<br />CEILING MOUNTING
<br />BUILD��AI-l��O•rU��T��� �M�T�O��r,U�N�AN1TING
<br />.18,ilC,A.t.CC1Y11
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<br />NF,A,IATONS ARE glrL- tl,:I FDR BI"'Dw's w H .>U DE51�.A
<br />° - 66 D,,, 15. p µ0 PRNELS UCIN,t1, JP •C • Irv• D4L`$
<br />INSTALLATION
<br />_ ....irM.1NINr., .W
<br />AA T1 rr E iYE 3
<br />ALTERNATIVE 4"W
<br />SGE '%4'-.
<br />i CR hUw *DIN BANE _0-_5 'I.TgN OOP': .IAASE = 10 BE w"HERN
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<br />' _ -
<br />FLORIDA BUILDING CODE (High VelocityHurricane Zan*)
<br />,IT 'A-
<br />SFF SRE i;: Y_ATtO NU gf'}tIKIAET'S iWt :I:P :,r $,On 6M ER7 HAT ,OP 45
<br />WELL m PANEt ['} CDNK.c-- O ERAS,:, (3T r,M rT AI QGi� . BASCD 'ON
<br />_ No. 4
<br />� #'. IF
<br />w0f4^ 1K -
<br />-E
<br />e�,-'-
<br />120E TL'Em. "'F
<br />20 GAGE GALVANIZED STEEL STORM PANEL IF
<br />— o'
<br />IOW OP 2DOC SE -a .V3,1LATX" .!P{ M tT 1
<br />aeo"I" STA OF. � r
<br />9'• f P - _ - _ _
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<br />MgtE TIDE t31MIeWTNI,t Dr sr 'a
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<br />ALTERNATIVE TOP An R WOOD ♦�.r(�, (0 D \
<br />j
<br />r 7
<br />' It>
<br />-�'10"L
<br />INc
<br />ILLT TESTING
<br />.BOG iw 51 SIRECT
<br />.A.
<br />COP 4 6DTrw YR",MNTWOS GN 6F I.TDUBINm IN .NY
<br />.f
<br />CONDITION ! AHGlNO LIY�TION "', \� {
<br />R 10N L E• .
<br />yT1
<br />%'
<br />imNWM�C ICRINL t µY I D31••
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<br />.-•
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<br />3CAlJ: I/4• - 1' NIIII. N.AU•A ---.
<br />I .H., I .- . (rR a„- , N
<br />G-4M06D ry
<br />CwA.TNU r.
<br />N 'F SLIMIT TRK.'S NDt SHC- FDp C,00ITv SG.td5aM.TUAc/fwT
<br />WADER A TALI ;,., Pf.
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<br />SN«T 2E O M
<br />SINGLE P M LS(b �OIWLlyel�lYLO
<br />STOP OR BOTTOM _-
<br />WITH TRACKS i210R(8 *
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR -L-" (1i.) O
<br />MAXIMUM A.SD.
<br />C04MM tr NOW
<br />PRESSUlTING
<br />R6TMLATIONS t_
<br />(PET.) (4 OT -)
<br />L4
<br />L• --
<br />no
<br />r2' 0•
<br />12'-O'
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<br />II' a
<br />-b'
<br />10'o.-9'
<br />J3.0-
<br />10;-r0
<br />101-0_ -
<br />_- 400
<br />10--r.
<br />9'-I
<br />07_4•
<br />s0
<br />8'-9
<br />500-
<br />_ 9'-,
<br />a.-4
<br />53.0
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<br />and
<br />a' J
<br />I.,.
<br />65.0
<br />e'-0
<br />Y_4•
<br />no
<br />7'-21
<br />r-0'
<br />----.
<br />750_
<br />77 5
<br />____
<br />b 10•
<br />Sao
<br />7'-?
<br />6-7
<br />e-
<br />-
<br />6-3 -
<br />900
<br />_
<br />6-9
<br />B-2-
<br />05a
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<br />_
<br />100.0
<br />_P
<br />6 5
<br />5'- 11'_
<br />050
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<br />b_O•---
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<br />-
<br />i•-$,
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<br />cML21F PANELS 1j BEEMAIWO AT-LAO
<br />END WM1 TWK3 4, L`�AJ 0 A CZ OR D.M., 20, ( , (
<br />mBFSI jI¢UNTED AT EACH END*
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ff•) 0
<br />MAXIMUM A.S.D.
<br />DESIGN
<br />PRESSURE RATING
<br />CONCRETE a WOW
<br />INSTALLATIONS 'r
<br />20.0
<br />11 _4'
<br />rJ -a.
<br />- -- 25.O_- _.__
<br />7 10'
<br />11_--7-
<br />___ J0.0
<br />11 -e'
<br />10-r
<br />.0 0
<br />9 -6'
<br />!:-2-'
<br />- -
<br />4s o
<br />50.0
<br />-550 -_
<br />-_- goo
<br />_.. 630 .-__
<br />700 _.
<br />-
<br />s r'
<br />e
<br />a J-..
<br />R 0 _
<br />7 - -
<br />7 3
<br />] 0'
<br />e 7
<br />2
<br />.. 7 9-
<br />- 7--3'
<br />--
<br />- 7'-2'
<br />fl B '
<br />aRP
<br />95 0
<br />_.-_W0..
<br />b 3•
<br />7 a
<br />6 9 _.
<br />6 -J'
<br />.. e-1__
<br />930
<br />3 10_
<br />-a'-?"
<br />S 4'
<br />--�J0
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<br />6 J"
<br />-
<br />-
<br />5-,'
<br />-- 1150
<br />--I-B•-
<br />---
<br />4'-10•
<br />-
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />MAXIMUM
<br />µEl LENGTH
<br />WIND SPEED C ITO ._I, ,I I WIND SPEED I, 170 P. P],
<br />I
<br />('n)
<br />UNRESTRAINED'
<br />_
<br />RESRANED JUNRESTRAFftED' RESORAN0
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<br />,' 6- 6 1/4•
<br />,33 TO 90
<br />>90 t0 1.5
<br />- —+
<br />1•
<br />1 " 1 7 1/2' I ] 1/2•
<br />>tq m im„
<br />'.-__._t.-__T_
<br />_ J 1/2'
<br />NIN114111A PANFI I FNGTI4 Tlnl FOR ♦ GIVEN MOUNTING CONDITION
<br />2/4 1/4. 3/4, 4/5, 5/5 h 6/5
<br />L0
<br />AJVC.gRS (SEE SCHEDULE ON IW/6, 2W/6, 3W/7 A 4W/7
<br />-3''SHEETS 9, 10 WO'' " -
<br />1- MIN "- -. - �_- _ -.- -1' I IDYL
<br />a
<br />FT I I - I:- -I -__--1-T .,-I-_r_T.---Ir^-ZT r -T-T-'- , I`1_� - i I
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<br />I
<br />7 ; f i I ; I
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<br />I
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<br />I .BOLTED WJ 1/N-20xT'
<br />s
<br />(SEE SECTON$ AS
<br />SS. M.S. BOLT W/ 00 EA OVERLAP
<br />9
<br />. (APPLICABLE) I
<br />I(SEE SECTIONS AS APPLICABLE)
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<br />3
<br />.+�
<br />I , ;
<br />I I _
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<br />- -,.
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<br />-
<br />1 /4. 3/4. 4/5, 5/5 R 6/5 '' MN.
<br />1W/61 2W/6, 3W/7 dE 4W/7
<br />- - -ANCHORS (SEE SCHEDULE ON SHEETS 9, 10 a11)
<br />REGULAR $TQ � NEL
<br />JI) ELEVATION
<br />2,687' N.T.S.
<br />/4• Mon GAP
<br />M (MIN O.FTIAP -I N/QE IXIM
<br />.--
<br />.
<br />I 1.5'X1.5, ' -
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<br />OSRfS
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<br />- ! DIRECT MOUNT
<br />46' i 32-
<br />]2' 3s• I 33' 1 50'
<br />I 50'
<br />.-
<br />5
<br />-- -
<br />_ -
<br />I
<br />4 4 YT.S' STUD ANGLE
<br />S +'i" TR4OK -. --
<br />35' }
<br />55-- I.. 32•
<br />32' 12• I 38•
<br />32' 4?• -67' BO'
<br />_ 38•
<br />60•
<br />w s '
<br />50' I 32'
<br />52' 36"60 56•
<br />I Sa•
<br />50' I W
<br />32- 38' 60' S6'
<br />56'
<br />MAX. GAP ,` j SECTION A -A � •',
<br />�i
<br />(I) L+. IATIILM ALLOWABLE PANEL LENGTH FOR A GIVEN POWNE ASD DES04 LOW
<br />L-- MAX ALLOWABLE PANEL LENGTH FOR A GIVEN NECATNE ASD. DESIGN LOAD.
<br />(2) PROCEDURE t0 DETERMINE MAXIMUM PANEL LENGTM
<br />GIVEN A POSITIVE AS.O. DESIGN LOAD, DETERMINE MAXIMUM PANEL LOOM ' FROM SCHEDULE
<br />FRSCHEDULE.
<br />.GIVEN A NEGATIVE ALSO
<br />DES" AD, DETERMINE MAXIMUM PANEL LENGTH %- FROM SCHEMA[.
<br />FINAL MAXIMUM ALLOWABLE PANEL IENGDM IS EOUA TO THE M NIUM DETERMINED PANEL LENGTH
<br />S TWEEM 'I.• Am IL
<br />(3) SEE SCHEDULE BELOW FOR MIN. PANEL LENGTH FOR POROSITY OOAtffrGtIDN.
<br />r IM5(ALATIONS INTO 000D ARE UAIRED TO 1 95 P.X.( MAX AS.O. DESIGN PRESSURE RATING
<br />.M ASE81 9, 10 A, 11 FOR MAX..S.D. OENON LOADS a MAX. PANEL UNGNNS FOR
<br />* :
<br />0. 44167 ',
<br />bzom 1Xr[ta ec
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />�,y''a,.
<br />,O'
<br />- * --
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<br />�wtilMI,cr,
<br />175
<br />2DAMIN,ft
<br />"• \ ,,(�
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<br />N- PW'a � -
<br />MCA-OOOe11P
<br />h4E. (PbM)---. IAAL (M.�IP'67fn
<br />- -
<br />,,;
<br />NI/NI4�1 ,1RSAD %
<br />rM.to1 A l,L1i Y_ ,E
<br />..1
<br />. 3 NY le
<br />INSTALLATION DETAILS FOR REGULAR PANEL t1; _ -
<br />INTO WOOQ STRUCTURES
<br />_ I I j _ I V. , __ I
<br />t..__ - IT-._.___.-._-,j. f SEPARATION r..-_I _ T)
<br />I i
<br />NN- WOW ANCHORS TO GLASS- -I{iI
<br />{ (SEE SCHEDULE ON } N'•-2I•r f (SEE SCHEDULE { I ,/.-r-Zm,•
<br />{ I SHEET 11) I �;' 6sjlrX rsAo eStTs 1 -.. _. ON SHEET E 1 r.—.&
<br />,"��
<br />R9 w
<br />- ' T" (face. o4T+ r-s'1
<br />IE(
<br />i 1 Ya 1
<br />1 j i T Ex,snyTr+-i i
<br />P
<br />.[" PANEL LENGTH
<br />WOOD HEADER_ 4 � ,r' I. j WOOD ANCHORS - i i i GLA55 1 I 1 (SEE SCKOVu
<br />REQUIRED j) '
<br />��-
<br />_
<br />_
<br />I (SEE SCHEDULE ON I i 1 A L -- _ _. - ___ _X1 S ON SHEET 1t cOR
<br />'? SHEET 11) I I i { SPACER
<br />i r- , I 1 �
<br />t .-_
<br />'N/2' i ..
<br />j i] i
<br />_I I L�ENciFRN-_
<br />i( ''.1)I%wbTY.
<br />2' 2' I I EC I _
<br />I
<br />1'F REEACER I
<br />_ __"I NHI :.
<br />Nin _
<br />.., 1 'i II - --___
<br />I I IM
<br />(- L 1 1 EO I yJ 1
<br />r-y 1 t_��I I i 1" MAX. LONG ALUMINUM SPACERS O 12 112'
<br />I' ®O.C.
<br />-.�
<br />(- 1 " - i (SEE TABLE /1 ON SHEET 11.)
<br />J 1 I I I I,
<br />I wn I y_ 1 SEE NOTE. •• BELOW FOR LINEATIONS ''OR
<br />SEPARATION 411E 1 ) 1 -L'
<br />1 ( MAX 1 1/2' LONG SLENES.
<br />TO GLASS.
<br />{� I PANEL LENGTH i {){ I tI PANEL LENGTH
<br />1 i
<br />(SET. SCHEXJtF I
<br />(SEE SCHEDULF 1 j I q (SEE SCHEDULE
<br />PANEL MATE -EMALF IO OR PANEL MATE
<br />ON SHEET 3) ' 1 ON SHEET 3) 1 I I I ON SHEEI 3) -
<br />I
<br />i Y i Y 1/r-r-Zwl• 1 I E ! I PLUS (SEE SCHEDUM ON SHEET Ill
<br />F isS
<br />-- -. 1
<br />I j i lAuaw i um 1 1 I
<br />1 ^ I ( (m ro R PNIM SEPARATION I I '
<br />I NN011. aQ r-6•) EXISTING 1
<br />EXISIIHG 1 -f REQUIRED
<br />`/ -
<br />I(A55 -1 !" I I GLASS (SEE SCHEDULE ,.� 1 d s -� PLATE
<br />1 ' -I.1:
<br />J i ON SHEET 3) I ; DIRECT MOUNT W/ SPACER §A
<br />1 I ++ !
<br />i * ALTERNATIVE 2W' -
<br />f t ; ; i I s
<br />I 1) ' iiii I IT Q5A SCALE 3/11-1-
<br />[ SOX , . I ( O 12 1/T O.0 SEE TABLE 01 ON SHEET i• FOR MAX. PANEL LENGTHS a
<br />I I 1 Or L. rO I MAX. AS.O DESIGN LOADS FOR MS INSTALLATION.
<br />v.
<br />C�
<br />_ 1 -_
<br />( 1 I
<br />i EQ 1 1 3 I I -. _- - -- -- - -,
<br />i WOOD ANCHORS i III * m :
<br />'i
<br />' T
<br />-.. _ -
<br />EO ! J 1 I�, STAGGERED W/ STUD
<br />1 .:L�-.L-..._._.. • I I: (SEE SCHEDULE ON SPKDR M HAY K 111r LONG @:
<br />i SHEET t 1) i (') "PNIATIM IS Leon 10 A ONE i merr WILDNM NRH IS.-O. I
<br />-O *,lam: _.�______. I ,
<br />MAX WA4 ROOF HEIOR ITHO Is A w"Ricnal ITgIM ARE
<br />214' WOOD . j�j
<br />I I I OAD.e''IE1Or/ ILeRXRY eNOGIm ON 1PIILT ").
<br />PLATE REWIRED WOOD ANCHORS
<br />{ j i 1• .ALL 50-APATON tO GLASS INaI2n® II ?'.4' WOOD 111 '
<br />I.•. STAGOERED W/ STUD OM SIWEr a HAY N AfAUC® t0 I/4' AS { PLATE REWIRED (2) ANCHORS GONG THIN RIMPONall N OAFE WARE rowE el OR
<br />I
<br />(SEE SCHEDULE ON I ION_ AS TIE FaIDNPO CONOnOINS AAF _ - i PANEL HATE PURL SUAL K 41AM MAXIM AT a tle 01C.
<br />I - SHEET 11% i COP1iD 1Nne TONS B A N0MOM FROM 12 1/2' O.G ePAYN6 410m ON
<br />i (i) 1NANMW ASo aEON PTEffiVRE SHEET 6).
<br />�..:
<br />RATING IS -80. -46 ;1.:. (a) WAL 24 cam PANEL LDQTH a Lee= M M' A `W`ORIAO
<br />. )
<br />(s) M.D*AM 6roRM PA„G MDrOrN IS MOSOWIS � ) "WIN UAIM PRIM Un6n0 ALasto ON
<br />WALL MOUNTING ' ALTERNATIVE 2W '' (3) BMW PARM WP, AEON 16 ONLY (4) 1 112• LONG swag c01PotOrt PIA MMML BE AS .QGtRo ON
<br />SCALE 3/8.1' SAW 2. IOMLIAIWN Or 1 1/2' LONG 1XALtR arts (TRY
<br />ALTERNATIVE i W INTO AN Ol6TNG WOW rRAE WALL VALA FOR e1Ma 2OES 1. Y Me 3 As DUERRW M ASTM I
<br />E1 1 Cow Mq M soya t7N1 E«1TN) Or THE rEONIOA
<br />SCALE 3/8-l' (4) "PILAxim WMNO ONLY rd HAND I
<br />f2«b 1. 2 a 3 Rol .S`W E M44N
<br />ER�:.T
<br />_._. --- .__ -- -- ...--- -
<br />-- - -- ,yip? " ' •• ✓
<br />MODES @s \CENs� '. Z FLORIDA BUILDING CODE Non High Velocity Hurricane Zan*)
<br />1 INSTALLATION ARE ONLY VALID FOR MAX, A S O. S 4:ZGX, WOOL INC. ".
<br />' Na COMB( 441 N42LFS)R HA7tOM.�.5ESD4M5 67 •
<br />- 24 GAGE GALVANIZED P L IZED STEEL STORY PANEL
<br />'
<br />r _
<br />I PR T .D AN PANEL LENGTHS oA.KK a.
<br />DESIGN PRESSURE RA NG .p.s ) D NEL LE GT S : * ; -
<br />* * .
<br />70P h BOTTOM MOUW!NGS CAN BE .AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR -
<br />COMBINED IN ANY WAY TO SCAR ANY ALTERNATE 2W'} ?�I•, STATE Oh-"� _ //'�sA Gz12T12om
<br />"_P / IL ECOINI. 1� GLOBAL PROTECTION PRODUCTS. LLC.; DAM
<br />_�
<br />INSTALLATION S -e -..,lOR)Df''. - purr TSroMo a SHOP cowArr I Mem s.r, s, smn
<br />2. FOR HEN' WOOD FRAME CONSTRUCTION: WOOD 'y Lr'Ss, a. r - — wmq n n,q O.ME NL 11A
<br />WHIT v I..- arP,n^.AI-sr'-10 PHOHL. (wmI 1-11. (r6a)w-6»x 20-175
<br />•s/( ,�•`
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC —.,nueo
<br />NMAP4: .M
<br />DENSITY OF 0.55 OR EOUAk.. ANIM C♦-Gmsz1. ,srr. ..r .. -
<br />r/LTUT A TNIn Y., Ft Y ,>-+q /P I"
<br />HI 7 SILII e « II
<br />GENERAL NOTES I
<br />111MIn clef efine @T; eAae.P A _z FIIMa _A'WIrA eAllfl a7. (JL':IId
<br />C) LU O_.fYQGU._..MN. SPEGf:S LdAYIiY�._.=9.55_WH..
<br />I STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P E D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE ,/4-e TAPCON ANCHORS, AS MANUFM" TUREO BY I.T W BUILDER, INC
<br />WTH THE 2020 (7M EDITION) Of THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH 014-10 P-ATE FEMALE tO AND PANEUMAIF PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS
<br />VELOCITY HURRICANE ZONES (Mwn-,tWf / BROWARD COUNTIES) - 1/4'. LAG SCREWS PER NI)S
<br />P R FOR
<br />DESIGN WI IN 7 TH MENTIONED N D C A W$!L W,ND _ D NO LOADS SHALL Bf DETERM fC AL PER SE, ION 609 O E ABODE E 0 E Wi. 0 Y r I P
<br />1 ♦ • B• SH AS D RBUT BY DIM S/'RfW Bpt _ TT r
<br />c s/ wW0 Bu Nc. s ED ALl a •:FECAL c
<br />R :H R PAN 1. R A FACT "PEED AS E1hNRE0 BY E JURISDICTION WAKE STORM EL W,LL BE NSlALlEO, AND 0 UIR(C IONALJTY OR
<br />FOR r
<br />K . r TH 0 O 5 USING ASCE 7- 16 AV N %- C MAXIMUM 4S 0 DESIGN PRESSURE RATINGS IN Si. 1' 1• t 1 , ' F( 8 , 0 SHAD 0 EXCEED DE51 PRE RA C•CA ED ON EFTS C MIWNVM THREADED PE NTO Wttq OF TAPrQN µCM7R5 S ANO 7P ELCO P.NEtAMTE PLUS
<br />[ ) ) EADED M SHALL BE , 2 2 L
<br />E it;
<br />3 9 DERV 12 a ,7. 18 AND P I 0 ANEf.M♦lL FEMALE G
<br />N R T�I RI4Y I I tl P T_ 1 TIDE VE HE ABOVC CONE ON UL ANTE DESIGN wwa LGN1S CCTFSWINfO ER ASCE 6 S.MLL FE :tRST
<br />REDUCED f0 A.50 DESIGN PRESSURE RAIIRG Sf MULTIPLYING MEN BY 06 IN ORULR TO COMPARE THESE W/ MAX (ALSO) C 1) MINIMUM THREADED PENETRATION OF LAC SCREW, INTO THE WOOD FRAME UNIT SHAD BE 1 1/2' NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3. 9 NAIJ 12 a 17. IS PCNETRAI" INTO STUCCO SHALL BE CONSIDERED AS PART OF THE WOUtRED THREADER PENETRATON
<br />IN ORDfR TO VERITY THAT ANCHORS ON ,HIS PE.D AS TESTED WERE NOT OVER %TRESSCC, A M% INCREASE IN A L LWIABO
<br />I STRESS FOR WAND LINOS WAS WT USED IN THEIR MLAFYSIS FASTENERS SPACING TO WOOD HAS BEEN DETERMINED IN C 11 WhIMLW EDGE DISTANCE OF LAC SCREWS. INTO WOOD SHALL BE AS INUCA,EO IN THIS DRAWING
<br />AHCCDRDOYCCN
<br />SCO2D08AS
<br />1/4*
<br />STORM PANEL'S rN ACCORDANCE WITH 1600.1OF C4/ MINIMUM PEN NC SHALLW 9E 4' .--10 SCREWS USED SNAL ` 1/2 ID+G MINIMUM
<br />IMPACT AV(WIND Rfa'.NCEHAS BEEN VERIFIED
<br />AOC uAEY TOR
<br />MWMMuMQ
<br />$5L6
<br />NrwNNCD
<br />. 1 Au WIN NO STUCCO
<br />PER AMEICAN TES lA8 0F SOUTH FLORIDA REPORTS /Oe,4D,_t„ wD /1s.02-as AS 5NovLr sruCCOREOXRNFµDO
<br />1 P ,-T PER f - 9 ATM - STANDARDS AND AATIONw TESTING LAH SOU H
<br />REPORT 1,?30 0 AS PER 55iD 2 9 a $ C 330 02f
<br />TAS :0` MID TAS-201 PROTOCOLS, AND A5 PER CALCULATIONS PER=ORNECr N /K;EOMIDANCF W/ SECTION '6W QF THE C 5} .N CASE nlAf PRECAST STONE. OR PaE1:A5, CONCRETE PANELS, STUCCO OR W000 BOARDS BE =OIJND ON ,LAID EXISTING
<br />DAHCF
<br />WALLANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS
<br />I rIORGA BUDDING CODE
<br />ANCHORAGE SNAR BE AS MF.NntlNEO INC 7), C 2) a C.a)
<br />2 AL-. ALUMINUM EXTRUSION: IC BE 6063-15 ALLOY AL' TEMPER (UNLESS OTHERWISE NOTO) SEE SHEET 2
<br />INSTALLED F NG lH 'TNMANUFACTURER
<br />D' ANCHORS SHALL BE O(LOWI ALL O E RECUMMfNOATVNS AND SPEC6K'AT..) S (# THE ANCHOR'S
<br />f1
<br />J AIL ALUMINUM SHEET META USED AT CLOSURES SHALL HAVE JtO5-HIA ALLOY B PANES MAY ALSO BE INSTALLED HORIZGN'TALLY FOLLCAWNG INSTALLATION DETAILS SHOWN ON SEr")N i THRkRICH 6 (SHEETS A
<br />i ♦LI SiEE. SHEET METAL PANELS Sw1 HAVE STRICnJPA WARY STEEL. A,M A-653 GRADE BO41NMUM. GBL7 GALVANIZED HRW:H 5) t:XCEP" THAT HFADERS trSHALL1 1NOT BE U5C0.
<br />$RUED UEVGNA'ION w Y 9' km AFTER ROLL / 12 ( LED). 9 T SFWL Of Mf RFSPONSIEILITY OF THE CONTRACTOR ?0 VERIFY THE SOUNDNESS Of THE SRUCT'RE WHERE SHUTTER 15 i0 W
<br />ATT T N R P ANCHORAGE fi Y ATTACHED K W
<br />AL STREWS 7U RE STAINLESS STEE1..}Oa M 1T6 ANSI STORIES OR CORROSION PESISTANi COATED GMIENON STEL AS PER WN ACHEO O SV E PRO ER C ORAGE THIS SHTJTTE SrUll ONLY BE ,.HEE7 r0 rON[PETE. BLOC WOW FRAME
<br />500,8 N/ 50 Mai YIELD FIRENLTI4 AND 90 I.,i TENSILE STRENGTH AND SHALL COMPLY W/ r10RIDA BUK.UNNG COLS SECNUN BVROiNGS
<br />2.111s., III EACH REGULAR STORM PANEL WTTH LENGTHS OVER W' AS PER SECTIONS 1, 2, A. S. 6 AND ALTERNATIVES IS, 3W tr 4W ON
<br />SHEETS 4, 5, 6 a 7 AESPECTNCLY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />E BOLTS TO of ASTM A- 307 GALVANIZED STEEL- OR MR 4'34 SLRTES SADNESS SIEEL. WITH 16 -1, WWW0, YIELD STRENGTH SECURE PANELS WITH APPLICABLE RONrORCEMEN7 DURING PERIODS OF HURRICANE WARNING
<br />N w CT10RS TO WALL S'W1 BE AS FCALOWS N� T •- , r K L H T R T Hir A, r `i 1 11 THE �TAJATgN CON U(. OR 5 0 SEAL/CAUL ALL > V IE NMPCNEh EDGES W .VI PEEN N 4iXrithu JVS •:ANTE Yn rI
<br />THE BUILDING TO PREVENT WIN:/RAIN INTRUSION
<br />,♦ i X,
<br />µ IN A.LATION SHALT CCHAPt WR SPECS INDICATED N IS DRAW: PLUS ANT BULONG AND' LOAEJN: RFGVU( I)Ni APGOFI ANCHORS AS MANY ALT DEED B .i BV;.OL TN E 5LNG
<br />1/4-0 T AN F 1 T 1 W -X IM Min ",I-9, _
<br />THE t < RMtT APP TO
<br />_ PRUNOEC BY F .R _0,. �,ON WHERE PE 5 LE
<br />UVIO
<br />T�4 K-I I E O .. i e' CAL. N ANCHORS AS MANUFACTURED BY DEWAL NC
<br />- 1/II . •.- 1 T I PD'M -CREW T tr 1Y CO
<br />SCtIU-SET AWCHURS, A5 USPoBUED BY AL 9OL SPECIAL ..
<br />un DT-lr
<br />�J (N) THIS PROD)R EVALUATION DOCUMENT c
<br />( 31" P ♦ ..) ( E D 1 PREPARED B. Fr11S ENGINEER :S GENERIC ANC DOES NG^ PROVIDE NE{IRMAtKNN
<br />FOR A 51 , ECIC PROJECT. • NWH ERE THE 5 C Cn.y0RIONS DEVIATE FROM .THE P fD
<br />,_ a r r R T T= a 1D PARE MAi T AfN 4 ANCHORS AS MANUFACTURED B ELCO CONS'RUh ifXl PRLOUC „ L E E7NAtE IO tr EIAA tE PLuS
<br />- 1/4-0 2AMAC "LIN ANCHORS. AS MANUFACTURED BY DENALT. INC
<br />(w, CONTRACTOR TO RESPUNSTFOR aELECTKN. PURCHASE D INSTALLATION INCLUDING LIFE SAFEY ^F Mle PRODUCT
<br />RASED ON THIS PE.0 PROVIDED NE/SHE DOES N07 OFVU,tE FROM INC CONDITIONS OEINLED UN TH,E DOCUMENT
<br />Al) MINIMUM EMBEDMENT OF 1APUON ANCHORS INTO POURED CONCRETE SHALL RE 1 3/4- 2- TOR ELCO PANELMAAND CONSTRUCTION 1AFETv AT S;TE IS THE CONTRACTOR'S 9ESP014SOLITY
<br />3./4' TOR ZANK NAtlrr ANCINCDRS.
<br />' NI P ICS TI WILL F NNV If MODIFIED 5 RODE NALUA DN DOCUMENT LL BE .ONSS)EREEN ALTO MOP ED
<br />A. 1 7 I THE N7 ,
<br />2 CALL � MI tr SOLD -SR ANCHORS SIIUJL BE EMBEDDED 8 VAN() E F'OVf1EU CONCRETE NO EMBEDMENT INTO
<br />f
<br />I
<br />' 5 M^' 1 a' SHALL Bf 1 I '" LONG MINIMUM H CO 'AI)"5 r
<br />STUCCO HALL BE PER 1, EL / ♦-20 5CTNEM"i U5)y L /1 SHOULD STUN: L (Al SITE $PEUfX PRWEf,'S SHALL BE PREPARED BY A ROR1p. REGISTERED ENGINEER OR ARCnrTECT WHICH W1E t)E.WF THE
<br />ANG I' MINIMUM FOR WALLS WITH NO SILCCO, AND ANY BE HEADED SCREWS OR ALL. THREADED SCREWS W/O HEADY. ENGINEER OF RECURO (E U R.` FOR THE PROJECT MO WHO WILL BE RESPONSIBLE FOR THE
<br />BUT WITH WINC NUTS PROPER USE OF THE E.0 NGNNEER OF RECORD, ACTING AS A OE FGAt£U ENGINEER TO THE
<br />P,E D ENC,NEER, SHALT. SUBMIT TO TH,S LATT.R tHE SITE SPECIFK DRAWINGS FOR RENEW
<br />A3) N CASE THAT PRECAST STOW. PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOOD BOARDS BE FON;ND ON THE
<br />EXISTING WALL OR 1LOOR, ANCHORS. 1 .1, BE LONG ENOUONI i[1 REM.H TI+t MAIN STRL'CTUIRf OE.HND SUCH PANELS (el MI5 PEO S'A BEAR NNE tTAt[ AHC OHIONNAL SEAL ANTI SIGNATURE OF THE Pg0FE5SUNA
<br />µCHUPAGE SHALL OF AS MENTIUNED IN M) AMC IN A2). ENGINEER OF RECORD THAT PREPARED IT
<br />IS) 1Q_LgiT0N9 SQhCR01_UUDGK_'8A",AF G-YO I4 SHUrIM MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/a- • TMCON ANHOR AS NM:uFAE,uAEO 07' I T w BVILfiEx, INC PANEL SH'JTV`R IN AMOROWL•E WITH SE=, h 1709.9.2 O' FLORIDA BUILDING CODE ONE LABEL
<br />- 1/A• • . 7/8' CALK-M-ANCHORS. AS AA:NUFACttfRE: BY DEWALI. INC SCULL BE ILACECD; rOR EVERY OPENING +A@{liNG Tr) COMPLY Wares $EC'TON I70993 Or ME
<br />FLORIDA BULGING CODE
<br />- 1/a-. A •/4• SOLI) -SET ANCHORS AS DISTRIBUTED BY ALL POINT SCREW, BOLT tr SPEC4L'Y , 0
<br />f 14-'0 PANELWTE FEMALE IO MO PANEUAA-E PLUS AA:HORS, AS MANUFACTURED RY ELCO CON", UCT;ON PrNOA4i`IANI10111I/A2
<br />'
<br />- 1/4.. ZMW NAF UN ANCHORS. AS MANVEACTJRED' BY CCWALI, INC
<br />A:.T/t!/)•';E.
<br />�?`LtER
<br />'V�CEN, `--.!�
<br />B') MIMM(:M EMBEDMENT OF TAPCON ANCHORS• ELCO PANELMATES AND ZAMAC ACUN ANCHOR, ALTO THE
<br />FLORIDA BUILDING CODE (Non High Velocity Hu icons Zanl )
<br />BLOCK UNIT SHAU. BE 1 1/4" : ,
<br />I
<br />- ..
<br />.��P�"i ,44 67 � _ .TP20 alcm ..c 24 GAGE GALVANIZED STEEL STORM PANEL
<br />6.2) CALK M a $Q110� SET AJC'URS SHAl Fk EMBEDDED TDB' INTO 'TtE CONCRETE BLOCK UNR. NU +�}�aFJN'r = rn,.H ar
<br />STJCOD SHALL BE PERMITTED '/A- 0-20 S•AM USEC SHALL BE ' '/2- LONG WHIMUM SHOULD STD€O EXIST, * m/z1/rp2o
<br />E'_Il'�P"'N` ;��
<br />AND '.' MINIMUM rop WALLS WM4 No STUCCO "O: STATE F . .1 \` LOBAL PROTECTION PRODUCTS. LLC.
<br />ILT E �R
<br />,9'. /
<br />B ]) IN EASE III' PRECAST St ONE. OR PRECAS; CO[:CP.En PANELS. STUCCO OR WOOD SCADS BE FOUN E"(0R1 'v 'ZN TTW �srMwm ,,[µNun c6NPAK, � 11 JL
<br />EAISY,NC WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH ME MAIN STRUCTURF BEHIND SUCH PA tS \�/N ,' .w,.• Ise _.sq N. Iy41.Nr.,s>�" ANa+[ ,n.)eeP-TSNe rArL (Ps.)Mq-trot 20-175
<br />tMdap67,9 MAwa b
<br />ANCHORAGE SHALL Of AS MENTIONED 1N B.1) AND IN 82) I,r "'ONAL N e N•• �'
<br />tNA E SFX/LFNWMRC/W,E
<br />q,ANN)IDE N uuER A nttR s..r we a-,.
<br />wIn THLTT 1 ale
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<br />INSTALLATION
<br />INTO POURED
<br />DETAILS
<br />CONCRETE OR
<br />FOR REGULAR PANEL
<br />CONCRETE BLOCK
<br />fj:
<br />STRUCTURES
<br />QQttKENO POVREp CONCRETE
<br />()OST@NG POURED CONCRETE
<br />_
<br />-OR
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<br />OR CONCRETE BLOCK.
<br />11
<br />FifouAEC.
<br />/1':.
<br />REDUCES.
<br />CONCRETE ANCMGRS i -
<br />CONCRETE ANCHORS ,
<br />(SEE SCHE.OLXE ON
<br />SHEETS 9 iHRWGn Ta)
<br />_f(
<br />(SEE SCHEDULE ON , K.
<br />SHEETS 4 THROUGH TO) 5x
<br />�i
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<br />EXISTING POURED
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<br />CONCRETE LBLB OCK Ir4•r-2n.,'
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<br />CONCRETE ANCHORS
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<br />ANCHORS OR CONCRETE BLOCK
<br />REQUIRED.
<br />STAGGERED Wj STUD
<br />(SET SCIEDULF ON
<br />(SEE SCHEDULE ON
<br />SHEETS 9 THROUC'1 10)
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<br />FLORIDA BUILDING CODE (Non High Veloclfy Nu Icons Zone)
<br />_ .
<br />0. 44167 '.
<br />tGo]o tAtfm. e¢. 24 DOGE GALVANIZED STEEL STORM PANEL
<br />E.D.. EDGE DISTANCE
<br />jSEE SCHEDULE ON
<br />SHEETS 9 k 10)
<br />NOTE_E4I( IOMBINATION OF SEC71DN5�
<br />TOP & BOTTOM MOUNTINGS C/ANI BE
<br />COMBINED IN ANY WAY TO SUIT ANY
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<br />INSTALLATION, WOOD ANCHORS
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