|
END CLOSURES ETAi FOR .INSTALLATtON IN POURED CONCRETE
<br />CONCRETE &O,CK OR WOOD STRUCTURES* VALID FOR REGULAR. LIFE
<br />SAFETY & E-Z HANG STORM. PANE�.�jj�YSTEMS
<br />11, I
<br />'.. jh_. .,A_.._..., t',(i)..a 10 OR oR
<br />(.; 1
<br />1_-
<br />VARHSS Yk4' WOOD FLAME 2' . 3' x .093' ONTO H-14 OR n
<br />` Y MQI. (I &. 0 REOU41E0 6 ALLOY LY;4rT. ALUM
<br />ANOLE
<br />AtIW.E w1TN 2" . 1 3J __ I
<br />r�y 2 TAPCON t2' 0.G
<br />�fj���
<br />PpMp WNCNEJE CONCRETE 1\'!' 1.
<br />im'-4-
<br />BLOCK ON 2 .4" WOOD FRAME PpteUPD CONCRETE, I 1 1/4•b Y V 3/4' Vf�_ . 2 3IREDA
<br />t91al BLOCiK` _ �..�
<br />ANCHOR { fY J ..iY,!
<br />},
<br />V DR In 1wr ALOE[ `%E:__%.,,ma's J -- W •,
<br />1
<br />1; 'i� `C�2 I
<br />4'e r 1 <' 4 � f`nv
<br />3' 3
<br />. r- -
<br />RPDC+Y1.
<br />ANCHOR tMht -' 1flillAtEEEL ^-
<br />H1GTgNi'
<br />a i,' O.C. § VARIE$ 12" A 2' , ASS• .. J!-,Y Ma
<br />2` I 2° 3` x.DSO' CONE: 'IrY.M
<br />9D< L,<113. „ ALiNA. ANGLE OR
<br />,/ !�} ? -Iq- -_.-.1 _r w_.».+a sR x V.: AC9s MEfKSALOY, HIS4 SHEET ARM MATE PWR49 ;+ t" I I_. rm'.BLOCK _ } �*�,R ��� .. ,{ REOIAREU
<br />17t212"IrM
<br />.AmLEm f1 <
<br />v.•
<br />Mn, CAP _ .7
<br />4tpl.T'
<br />31,e', OR0
<br />0 1t dC. 71Os-N1f OR 6DB]-TB 41.Lo.
<br />01
<br />W/dAGiNIR Cmt Hum ANGLE
<br />CAS, A (PLAN) CASE B PLAN) CASE C PLANT CASE D (PLW
<br />SCALE 1/4':c1" SCALE I/4"-1` SCALE 1/4».1" SCALE T/4°-1'
<br />_..f'-__,5€TPOR CAUK-�
<br />ANEIMATE R
<br />15% %"- POURED WtO. F. I•-- '-�-- �✓ ,© 0) a OR Eft ' t"OP, DOITOM DR •PAN I% PINS (SEE
<br />OVMIN. PANEL CONCRETE BLDC%EiA7S-' J W4KE5 I �( OR Y'N' WOOD SINES OF OPT"D SCHEptEE ON '..lG£R 9.
<br />ALAP BEYOND ' 214 WOW FRIyE 3" v-1 T & 0 � ��® c a5 wPINYeI.E to a t,7
<br />OPINING WIDTH, PDLLFIED CONCRf1E, DONCRI;±E REQUIRES ` • `•. '''
<br />A - :-
<br />9tBCK OR 2•Xe" wood FRAiM¢. 1'-. •- ` �` V. . .,
<br />REDUCLFD 4 sac.; \ r. 4 4'Me
<br />.. .... 1 !
<br />-�_tL--,©OR� ,-
<br />-lvu.,.
<br />BEAR wl RED
<br />V I'� WCI
<br />L-(T�)PAPAL a
<br />TAEARLL MT FLWOEY D ANE m
<br />nAll. tNEYElT C'UT END PANEL)
<br />Y - B_i) DISTANCE 1 1RAGt
<br />�_---- I-�IPI
<br />^
<br />., «�___ ";,"i0.13; t_'� ".I.......... CASE G (PLAN,
<br />A, N %. SCALE 1/4'-I'
<br />If
<br />,,aa,S�}(
<br />`-_ VALID FOR DIRECT MOUNT INSTALLATION ONLY
<br />''��GEN
<br />a-.- NUT. se0aut � • �y,, &
<br />F
<br />" C1,WTFIED PANEL INSTALLATION AT WALLS Wf
<br />No, 44167 S SURFACE LEVEL VARIATIONS: WITHIN 3f4»
<br />f 1 E * t . # FLORIDA BUILDING CODE Non High Vsloclt HUrA}cone Zonal
<br />CASE E� CASE F ( PLAN t %
<br />... �
<br />F 24 GAGE GALVANIZED STEEL STORM PANEL •�
<br />SCALE 1/ SCALE 1/ T s, "r , L O R I DP,''`++,yr
<br />ti ,,,�
<br />%111 ,�/ i L . C ©LINE. MOM PROTECTION PRODUCTS, Lw. , Dec..
<br />",III,
<br />(M� Q ! Cl/WN6ITBN1p WMP4M'f NO9 &w. 61 SiRAz-T
<br />" p i 'at.Cf' J DR. i. f« l rU6wG GMIDu. R 91M D,M4. R SU14
<br />/ f . ow M1_143f s OD37 47t-M>t PRO' (W)SIO-7646, FAR: I964jE6R-6m 20-175
<br />«Ck_Om+
<br />-1+x
<br />t9 -,, ,, ,PURXA ,a.' .Dais+! 7AM _Ace
<br />PE SGL/9S wm4i is CA-OOp, 1
<br />44n9 A ,LINT " P.L r RA Tt,.: f IME#1 6 1X A.
<br />N747
<br />(VAUD ONLY FOR PANEL (9 INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAK AS D
<br />DESIGN
<br />PRESSURE
<br />(p.e.t.)
<br />MAIDMUM ANCHORS SPACING FOR E.D. - AS 94OWN OWN SHEETS 5 & 7
<br />APPLICABLE
<br />7f AD
<br />C)LION
<br />OF(tt,)
<br />MAIGMUM
<br />PANEL
<br />LENGTH
<br />TAPCON
<br />LAC SCREW
<br />-
<br />PANELMATE
<br />FEMME: !0
<br />PANEWMTE
<br />PLUS
<br />WOOD BUSHING,
<br />G
<br />13-
<br />13"
<br />IY
<br />13'
<br />13`
<br />iW (TOP)
<br />3' 1'
<br />13
<br />13-
<br />t3'
<br />is,
<br />1W (BOTTOM)
<br />6 1/2"
<br />6 1/2'
<br />5 1/2-
<br />6 1/2"
<br />61h'
<br />20 (LOP)
<br />-
<br />6 1/4-
<br />12^1/2`
<br />6 1/4' -
<br />(BOTT.`)
<br />'3• C
<br />-,
<br />$"
<br />_
<br />816
<br />-- e«
<br />3. (TOP)
<br />60Ss
<br />_
<br />aw
<br />13,
<br />1T_
<br />13"
<br />13'
<br />OP)
<br />(TO')
<br />(T
<br />-43 +45.OR
<br />LESS
<br />1 3
<br />t3'
<br />`Ir
<br />43`
<br />- 3
<br />tY
<br />w M
<br />(60R0
<br />73'
<br />73'
<br />13'
<br />13'
<br />8 1!2«
<br />W (TOp)
<br />13`
<br />13
<br />lY
<br />13'
<br />61
<br />JIW (BOTTOM)
<br />6 1/2-
<br />6 1/2"
<br />6 1/2-
<br />6 1/2-
<br />6 fh`
<br />(TOP)
<br />6 1/4-
<br />12 1/2'
<br />6 IJ4"
<br />(BptT.•)
<br />>S'-w
<br />4 t Y
<br />4"
<br />0 2
<br />!
<br />61 2'
<br />/
<br />(TOP)
<br />14'-4r
<br />-
<br />3W (BOTTOM)
<br />TO 1/2`.
<br />9 !'2 '
<br />f2"
<br />C
<br />W OP
<br />13°
<br />13"
<br />13'
<br />#72"3"
<br />5 1/2'
<br />4W {BOTTOM)
<br />P SEE TABLE #1 FOR MAX. AS,D. DESIGN LOADS & MAX PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 8
<br />MAX. A.S.D..
<br />DESIGN
<br />PRESSURE
<br />(P.J.)
<br />MAXIMUM ANCHORS SPACING FOR E,D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />Tu
<br />C %
<br />OF THEM
<br />MAXIMUM
<br />PANEL
<br />LEN�TFI
<br />(N')
<br />TAPCON
<br />LAG SCREW
<br />PANE LE ID
<br />P PLIL)STE
<br />' BUSHING
<br />t3"
<br />13`
<br />13`
<br />13"
<br />13'
<br />1W (TOP)
<br />1 3'
<br />1 .
<br />3
<br />t Y
<br />13'
<br />8"
<br />wnDM
<br />1W ( )
<br />6 A".
<br />6 112•
<br />6 1/1.
<br />6 1/2'
<br />6 1jY
<br />2W (TOE
<br />- - _
<br />-
<br />B 1/4"
<br />12 1/2'
<br />6 I/4'
<br />(sm..)
<br />51- '
<br />�.7 7"
<br />7 iJ2
<br />$ _
<br />_, 8
<br />DGP)
<br />ltaBB
<br />1. Y
<br />/
<br />8'
<br />_ 6'
<br />B—
<br />-
<br />3W TTOM
<br />(DTI )
<br />tY
<br />I3•
<br />13"
<br />13"
<br />13"
<br />�
<br />445 -46
<br />7
<br />+75.-75
<br />13-
<br />lY
<br />t r
<br />Y
<br />I «
<br />3
<br />i °
<br />3
<br />iW BOTTOM )
<br />13'
<br />t3'
<br />13'
<br />lY
<br />10` _
<br />tW )
<br />tY
<br />13'
<br />13'
<br />43'
<br />b 1/4'
<br />1w (BOTTOM)
<br />6 ih'
<br />6 1/2•
<br />1 5 I/2-
<br />6 1/2'
<br />6 1/2'
<br />2W (TOP)
<br />-
<br />6 Ile
<br />12 1/2'
<br />6 1/4,
<br />2w (am,")
<br />>5`-O'
<br />4 1 f2
<br />5"
<br />7 2"
<br />4 f
<br />7 1 2'
<br />/
<br />-
<br />3W (TOP)
<br />tO
<br />7'-S'
<br />5"
<br />5 1/1'
<br />6'
<br />B'
<br />3W (BOTTOM)
<br />t3_"
<br />12"
<br />13"
<br />13"
<br />5 t 2'
<br />W GDP)
<br />1S"
<br />'^
<br />13'
<br />I Y
<br />13"
<br />tD"
<br />4W (BDRtAb):
<br />• SEE TABLE %T FOR MAX. LSD. DESIGN LOADS & MAX, PMiEI. LENGTHS WHEN SPACER ip IS
<br />USED, DORRESPON(NNG ONLY TO ALTERNATE 2W ON SHEET 6
<br />TABLE
<br />41 e
<br />A,S.D. DE" LOAD
<br />LENGTiPANEL
<br />40 PSF OR LESS
<br />6'-6'
<br />> 40 PSF TO 50 PSF
<br />W-2'
<br />> 50 PSF TO 60 PSF
<br />S•-I D"
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ SPhO150-tio4Z 1/2' O.C,
<br />MAXIMUM A-5.0, OESIGN PRMURE RATING
<br />FOR REGULAR MRM RAIJEL
<br />INSTALLAIMNS
<br />(",L) AND CORREJEONDING
<br />INTO COWM,E
<br />MAXIMUM
<br />A CONCRETE
<br />ANCHOR MCIN9 SCHEDULE
<br />BLOCK STRUCTURES
<br />(VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6,
<br />ON SHEETS 4 & 5)
<br />FEMALE
<br />L4ip NA. TC['rrAr
<br />• CEO•. 1. s
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />Wj SOLID SET ANCHORS & Wj SPACER AT 12 1/2f O.G.
<br />FLORIRA BUILDING CODE Non ,Ht h VelocityHurrTcone .Zone)
<br />two,
<br />r :
<br />44167 '. E mom INTffA.INC.24 GAGE GALVANIZED STEEL STORM PANEL ax-M en
<br />* :'k GLOBAL PROTECTION PRODUCTS, LLC. e7m�0'Q
<br />AFEUF�t "=� �L ECLi LNa.
<br />:�4 ARID •� -•-�z�'� " f. « 1QNR w n.COMPANY #ea . . s6EL7
<br />IM,Y. I7. 3ss,4 20-175
<br />c4S ! >� n1_wf na = Wm m-1al P roNe (Q64Hes 7s45 rAr (anima-em
<br />.. a: r RI.GDw
<br />N CA-WOe Va sn xa . ELLS DwxM1b iw:
<br />NAIML : 1VIAE'/D4ii WAL ERA JT.1.. £ " "'N's '; tkV46T • OT le
<br />MAX. A5A,
<br />PRESSURE
<br />RATING
<br />{P.W.i,)
<br />MN319�R1M
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN 50.
<br />PER SCHEDULE
<br />BELOW
<br />APPLICA&E
<br />� �,
<br />G061OW.710N
<br />Ox TNEOI
<br />' 1AIX11N1M
<br />!.MOOCH
<br />.tt
<br />t 9
<br />iN3(. AJTA:
<br />PRESSURE
<br />�
<br />{P,9..7
<br />M0.1RMU4
<br />%i'IONOR6
<br />SPACING
<br />FOR
<br />Mgt ED.
<br />PER SCHEDULE
<br />l3ElA7t
<br />APPLICABLE
<br />� �,
<br />C�
<br />of THEM '
<br />MA7(NAUM
<br />1fNGT1!
<br />�..
<br />t )
<br />TAPWN
<br />SOUR
<br />-SET
<br />PANQMATE
<br />f D
<br />PANEI_M+.TE
<br />PLUS
<br />�tMAC-ORLON
<br />CALK
<br />-IN
<br />TAPDON
<br />SCUD
<br />-SEC
<br />('ANq.Ya
<br />1
<br />PAIN
<br />P4US
<br />IE
<br />YaMAG-NMtk7
<br />CALK
<br />-IN
<br />m
<br />m
<br />-
<br />7S'
<br />ro
<br />m
<br />PQ4ar2
<br />tD
<br />TES
<br />76
<br />ro
<br />.. 7{7
<br />CaNxlcrc
<br />m
<br />m
<br />'CR4tREtE
<br />m ...
<br />m
<br />Nx4AYElE
<br />lY
<br />tS`
<br />1J'
<br />13'
<br />1Y
<br />lY
<br />13"
<br />43`
<br />13•
<br />iY
<br />T-{TOP)
<br />LESS
<br />13`
<br />13'
<br />13'
<br />13'
<br />iS'
<br />)J'
<br />S3'
<br />1S"
<br />13"
<br />f3»
<br />13 '
<br />it 12
<br />/
<br />i' (LOP)
<br />LE5.5
<br />1Y
<br />t3'
<br />73'
<br />13'
<br />13'
<br />1]'
<br />t3'
<br />73'
<br />t3'
<br />13'
<br />73"
<br />1 (BOTTOM:)
<br />T3'
<br />t3"
<br />13'
<br />13'
<br />t3•
<br />13"
<br />tY
<br />13'
<br />13'
<br />tY
<br />13'
<br />tl 1/2
<br />t BOTTl3A}
<br />13'
<br />tY
<br />73"
<br />13'
<br />r.�
<br />13'
<br />tY
<br />13"
<br />13'
<br />t3'
<br />13`
<br />13`
<br />2 (TOT')
<br />15'
<br />13'
<br />13"
<br />13`
<br />(3'
<br />T3'
<br />13'
<br />73'
<br />tY
<br />tY
<br />t3`
<br />ti IJ2
<br />2 t1TIP)
<br />73'
<br />1S'
<br />3'
<br />IY
<br />IY
<br />i '
<br />3
<br />f3'
<br />13'
<br />fY
<br />t'
<br />3
<br />t Y
<br />t J
<br />2 (B(TRDM}
<br />5
<br />tY
<br />S
<br />1Y
<br />3
<br />Y
<br />Y
<br />J
<br />tY
<br />)S'
<br />1 t Y
<br />2 OaRa
<br />t -
<br />Ya3
<br />t '
<br />t •
<br />t '
<br />3--12
<br />tY1313t3fJ3t3{i0P)1a
<br />t'
<br />3
<br />13'
<br />3'
<br />73'
<br />13'
<br />13'
<br />1."
<br />3
<br />13'
<br />3
<br />13'
<br />°
<br />13
<br />11 J2
<br />4.w)
<br />1/212I/2
<br />b1/4"72t/1"12if2"-$1j4"6tf<'3(907T0tdj00R--?tj2?th81/4'8tfa"721/2'2if2--6f/e'8If4'3(BDf}}0M)d�g•
<br />'. li
<br />5.
<br />6,
<br />Bf
<br />$.
<br />6`
<br />7 1/2':
<br />4 OP)
<br />5`
<br />5 1/Y:
<br />5"
<br />6•
<br />$'
<br />6 t/x':.
<br />$'
<br />7 i/Y
<br />0•
<br />8.
<br />6.
<br />5,
<br />_--._.a
<br />4. (TOP)
<br />g• -
<br />-
<br />B•
<br />6'
<br />-
<br />$`
<br />a"`
<br />-
<br />9'
<br />(BOiYOM)
<br />$'
<br />6'
<br />e'
<br />$`
<br />-_
<br />B'
<br />..13"
<br />-
<br />8'
<br />tBDi:.
<br />t3'
<br />i'�
<br />3
<br />1 a
<br />t3`
<br />f3'
<br />13'
<br />i3"
<br />13'
<br />1. 3
<br />iJ` �
<br />13,..
<br />13`
<br />5 (TOp}
<br />7]`
<br />-. 73"
<br />�15`
<br />f]"
<br />T3"-
<br />f3" '
<br />iY
<br />t]"
<br />13'
<br />i3"
<br />`
<br />T If2
<br />d'(TOP)
<br />13'
<br />]'
<br />3
<br />43'
<br />i'
<br />3
<br />13'
<br />7 Y
<br />t'
<br />3
<br />1"
<br />]
<br />I 3°
<br />1 '
<br />3
<br />t"
<br />3
<br />#3 "
<br />9 (BDT1oM).
<br />7 "
<br />3
<br />73
<br />—13;--
<br />13'
<br />_
<br />f '
<br />3
<br />__
<br />13`
<br />_t_
<br />3'
<br />__
<br />13"
<br />t]"
<br />_
<br />1J'
<br />__
<br />Y -it
<br />1.
<br />14
<br />_ I
<br />5'RORTDM`
<br />( )
<br />,
<br />$ P
<br />1
<br />_
<br />t i
<br />�1. �.
<br />73'
<br />1S'
<br />I
<br />1S'
<br />_
<br />t3'
<br />�13"u
<br />/3'
<br />13"
<br />1 (
<br />8 0
<br />SNY I' it FL1R N9NSIDRS tWE a SPAC9K. FOR p8TA1L1.TIdHS ,MnO WORD #7LMrt tR)ADM65,
<br />4' 1wNNdUN ANCHOR SPACda4 AND WNMLLIM EDGE LiCTANCE ARE RdOKYIim ON 1N5 SCHEDULE FOR E.D:
<br />1J55 INNN MDX'AEO oW SDIEDUIE REDUCE ANCHOR SPACING ESN IeAti@LtYlG SPACING SMOwk ON
<br />SCHE6IA,E BY 71I[ FOlLO1IRO FACTORS. iiKt TM@ OPERATION ro BF vOSStEai i1EDUOFA SPACMa
<br />DBUR(D MSMO FACTOR SNwl M'R BE LFbs THAN MINIMUM 49NYOY BP4CW0 WdGIffi F'Mt FA,CYU ANROR TYPE
<br />SBN 1t� trvaar«•
<br />'�
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<br />4/+'•
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<br />i f4'f
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<br />TAPOWI
<br />1,'OtA-&EI
<br />a
<br />Aye
<br />i1tlUL /MESH
<br />__
<br />DN1f-W
<br />M04N9R4 ANCkgR SPACING (M.)
<br />S
<br />3
<br />]
<br />3
<br />2 t/2'
<br />2 i/2
<br />M„�M BR)
<br />S
<br />3
<br />3 1JY
<br />1
<br />TWTANfI LEG) -,LOCI
<br />S
<br />3 iJ2'
<br />3 If2'
<br />3 t/x
<br />s 1JY'
<br />4
<br />IICTLMl 1� OIBR911LF E.D.
<br />FACTURE
<br />-•.
<br />-LAN
<br />__ � �_.--.__
<br />_ -
<br />;.b0
<br />i.W
<br />1A3
<br />SPACINGS ONLY VAl.1U WHEN SPACER 9 IS lU^ED. SEE #4 FOR
<br />DESIGN LADS &MAX. PANEL WHEN SPACER l5 USED.
<br />T € �t 6
<br />LSD. DESIGN: LOAD
<br />MAXIMUM PAIL
<br />LENGTH
<br />40 PSF 4R LESS
<br />6•-6`
<br />> 4O PSF TO 50 PSF
<br />6'-2°
<br />> 50 PSF TO 80 PSF
<br />5'-10"
<br />_ __.._....._.,_____...__._..�...,,._..-._._�_.....-..,._..,..:.MrI40RS (SEE SECTIONS & ALTERNATNES ON SHEETS 13. 14, 15 &16)------_.__.__.,.._____ ___ ._._.
<br />O,I,j Z
<br />. a`1. R-1A/13, R-2A/13, R-3A/14, R-10/13. R-2Bji3. R-2 ji4. 3' MAX
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<br />LIFE SAFETY STORM PANEL (1i ELEVATION (t) '
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<br />MAX- A.S,D,
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.bi.)
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<br />ANCHORS
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<br />MIN E.O.
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<br />8440
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<br />8 1/<'.6
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<br />B I/4'
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<br />« SPACINGS ONLY VAUD WHEN SPACER 'LS USED, SEE T�Bi.E 1f t FOR MAX. A.
<br />DESIGN L & MAX. PANEL LENGTHS WHEN SPACER J IS USN,
<br />1/4'e TAPCON _^ _ EXISTING POURED 1/4.0 TAPE
<br />ANCHOR O 9» O-C-CONCRETE OR ANCHOR &
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<br />I •:
<br />1 `L M9x,
<br />--
<br />1 PANEL LENGTH
<br />1 _ 6 �� (SEE ELEVATION
<br />1» Min. ON SHEET /2)
<br />-SEPARATION 1
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<br />j ANCHOR 0 9' O.C.
<br />I _ EXISTING POURED CONCRETE DR
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<br />0 REGULAR PANELS
<br />WALL MOUNTINGS
<br />SCALE 3J5-i
<br />TABLE it A
<br />A.S.D. DESIGN LOAD
<br />MAIOMVM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6•-B'
<br />> 40 PSF TD 50 PSF
<br />6•-2"
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A ,MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ SOUD SET ANCHORS & Wj 8 SPACER AT 12 1/2' O.C.
<br />_ _._ __. '_-_
<br />IN-STAL�T 9N DETAILS
<br />_, ____- --. -.
<br />FQR LIFE SAFETY PANEL T
<br />INTO POURED CONCRETE
<br />OR CONCRETE BLQOC $TRUCTI�RES
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<br />SEE Swum 15 a is MR MOMORS
<br />ANCHOR TIPS
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<br />TYPE A, S.+PAM FOR M81'AE,tTIONS INTO
<br />W*Mk
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<br />MANI WHOP SPACINGS AND MNIMUM
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<br />SCHEDULE BY THE f'OLLOMNG FACTORS
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<br />EAONICREIE BLOCK REQUIRUME OR �.��t:1N+iCREM BLS REQUIRED. OR
<br />=10N R- A
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<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES INTO WOOD STRUCTURES INTO WOOD STR,UUTURES
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<br />P/31E7. LENGTH Y - ` -._'r e" PAN€L LENGTH s 1 {4j t "L' MAX I) 1 i II i I i.' MAX OLA55N4
<br />Al __...___.. _:._r-J q I _ I _ .. 9- - . - PANEL LtNGRI it - _.__ _.__ ' 11 r J 11 ) WtNM9A ,,) 4 Y_... _. _ I D_
<br />(SEE HET 12) 0 1 tfiEf ELEVATION � -. - 6' - 1--"'-� 6» PANES. lIJ40TH II i 6 ! jq "L" MAX,
<br />1.
<br />6 I t ON SHEET 12 11 _� L MIX. (SEE ELEVA7K}N 11 i -{ ; (SEE ELEVATION _E_-_ 'C MA%. tL_ _-_ _ _1..___! P
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<br />S TO GLASS. I ...._ _. =--T-- ( q -. _.. __.""'-- -- -. , T-... 1i i (SEE ELEVATION
<br />M- E- i ON SME'ET 1z _ B 1 )
<br />7-__ . ( B -+ ____I ON SHEET 12
<br />0 1 - U)
<br />,T-" -}-- II j , ON SHEET 12) K I 11 1, Mn 1 I ) p 1 =_..= +/'- -..T=- ON SHEET i2) q j
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<br />1/a"e PANIDD4ATE ?L415 ..._-_, tfi'9 PANFIMATE. AS.+, .,_._ ;. g` `.': _ 6'. - 4'p TAPCflN ,, I 1,.. 111 _. _/ 's... ._J q_ ..+.., :, PLATE I PLATE
<br />ANCHOR U 12 1/2 O.D. i-REGULAR ANCIibR (BEYEND) .GF31wI. I r ANCHOR o 17` O:O. T ANCHOR 6 9 O.C. ANCHOR 4 9` O.C. PATE : i 1 I REQUIRED t . ll C REOIBRED
<br />STAGGERED TEOUYRER ° (_ 4 _>{aro TAPCOM i/4'► PANELMATE VS !4 R P WELMaTE PLUS
<br />WALL MOUNTINGS .:. It i i Yam. STAGGERED
<br />STUD i ry i �jF z`XAGERWIEIDOUW/ STUD ; d j i ANCHOR p B" o.G. , OR o 1z /z Q.c ANG IRE tz t/z o,c.
<br />_ ... [i ARCH I
<br />SEE SHEETS is to mB µc"ov� T� a scACMo FOR _ _ P{
<br />SGYf I/e-t ^ i_:_.: _ ;.riuTE i T LATE `ti; i , - �� j
<br />INT WOOD FRAME BUILDIRM
<br />MXNWNI�A)KiWRSP/✓SHIS AND WNNUMEOt>E DISTANCE , REWMED '_4"-"'.-•... REOIhRED 1 _ .I , , ti 1 I
<br />ME R4OCATED ON THIS SCHEDULE. FOR LO. LESS THIN -_.
<br />ROICeTm ON SCHEDULE REDUCE ANCHOR SPACM BY _ _
<br />MULIPLYING SPACING SHOWN ON SCHEDULE BA THE ALIERWK •f ;.,
<br />FOUDW94 FACT01M MR THIS OPERATION 7D BE POSSIBLE, Al�REGU- ALTERNATIVE Rom] BW - ,$=28W REGULAR PANELS O LIFE SATIETY PANEL coREDUCED SPAcuIO �T74Nm usou AAYTDR SHG4L Nor BE `' B�+�B
<br />LEss ED MINIMUM SPRANG 9OIOAFAC TYM EACH ANCHOR PANO LIFE SAFETY PANEL �}M,ff Y 4Y N.
<br />TfZj
<br />Art ON I"$ SCHEDULE. gtAtGNULA GT!(/t.14, WALL �I�ki.I'ITINGS vw"I"NA 57.�:D�..A9Ci MLLLM3iLa1 F(�jLI,,,, MOUNMOS f-*..+I�l',R , .�l�j Mi,�
<br />4 V A. �) kt
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<br />r
<br />A+9t1DR1T9[ 7wOY PXwaor ro3•` 1,\CAENSt 'sT
<br />Ism" ANCHOR WACND M3 3 3 s ;'%i FLORIDA BUILDING CODE Non High h Velocity Hu17')cone Zone),y1 , EN '•.. s FLORIDA BUILDING CODE Nan High Velocity Hurr)aon* Zone). p 441GT FLORIDA.. BUILDING CODE Non Hi gh Veloc Hurrfcone Zone 2
<br />-wl4wn4Dnef ce«-.Of k � D 1/2 z f tr4�9 I1LrEce. P:c.. r,P.� _ . 44167 s +oo,d IYI�: 91L. 24 GALE GALVANIZED STEEL STORM PANEL '&, = gQ0�0 TwT�O' M`. 24 GAGE GALYANZED STEEL STORM PANEL *>' ` -* * - 24 GAGE GALVANIZED STEEL STORM PANEL m
<br />oMON. R 0ww ON (RI 1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN * ¢ 1, INSTALLATION ARE ONLY VAUD FOR MAX: A.S.D. STATE OF +(t zII, 6r:
<br />PlltNlt»oneert - FAOtoe STATE Qy=- a___.b -1 - 9T/2T/2020 PRESSURE RATINGS (p,s.T AND PANEL LENGTHS AS z *: * r-'"t = 'd` � m/17/�0 OES(C,N PRESSURE RATINGS (P.s.t} ANTI PANEL �,'O'. F(QR �'� ' w g �'�� AL PROTECTION PRODUCTS, U.C. Q1�"D,/,E'..�° Z
<br />_. __ .1/� __.__ _-�Se - &V�-; ftOR11 _a, =__ IL CO LEee. GLOBAL PROTECTION PRODUCTS, LAC. Ave PER ELkVATRiN ON 5HEE� 1z i ot. &TATE4�A - 11L ECO1ro. GLOBAL PROTECTION PRODUCTS, LLC. b„E LENGTHS As PER ELEVATION ON SHEET 12 , ` �+ � (Me-
<br />---`-s cjx --` . aet --.. ?y# r6ur a *NXI SM 51 SIRWY 2. FOR NEW WOOD FRAME CONSTRUCTION; WOOD - �> •. F t Q �. Apo B.W. 51 JIAFL't `XiA4800
<br />: /ANAL ��i`��~ X•>r,. o, r:.3oA rLDNw aroo,ann:« Dae, AL 33a14 20-175 MEMBERS TO BE SOUTHERN PINE No Y. Wf SPECIFIC �.O" - LoR1O, "+�"r-e' Gw ao.. f�nl ,w.,u,manavf, P .b�. n- 1n. 20-175 2. FOR NEW W000 FRAME CONSTRUCTION: W000 A/A SIDNA(. /•f,/-,.:TELL �„� 71NQP±_„ 'FL1333114 20-175 z
<br />3- o9O 1.m h t � m„« , CAM 1P1-l�ia . w , P,R m_1A11 Pfl6Y$ ts54Haa-254s. rAX, I.).e-m17 ..,...:,� n"» : twat t Nre9-75+6, (B64)669'-eT9r MEMBERS TO BE SOUTHERN PANE No 2, W SPECIFIC NNAtN440 Dx«,. � wA�"iT,-w.=
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<br />s I - Uf!£ a CA-0am's o,,. +QP,... f,l ax,1 .w.o fw ow.ma Ya DENSITY OF Oo55 OR EQUAL f( t C* t1 - ca-rod671c
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<br />Ns" WN.1ER A 1141DT L+.:. =E. PL SEUJ516xATUPFJQLIE wA41ER A lug L,. PE
<br />SHEET NO.
<br />SH 1.4
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