|
END CLOSURES DETAILS FQR INSTALLATION IN POURED CONCRETE.
<br />CONCRETE SLOO OR WOOD STRUCTURES: VALID FOR REGULAR. LIFE
<br />SAEETY A E-Z HANG MRM PANEL M SYSTEMS
<br />OR
<br />VARIES 2' , r , Mr 3105 H-14 OR
<br />I rX4' WOW FRANC 800-111 ALLOY
<br />w cown A�U�—�
<br />& 0
<br />!�T
<br />ANGLE WrH 1/4 1 314
<br />1/2 TAPco" s z* D.C.
<br />_2
<br />KUM CDNCRET m1rL
<br />BLOCK 04 2-0- WOW 1/4'0 .
<br />PoURED 3/4 2 1/2'
<br />REQLwjw CONCRETE BLOCK ANCHOR G1 12",t".
<br />T
<br />r"* WOOD FRAME OR(O \4
<br />REQUIRED
<br />.,/,r CAP
<br />T-
<br />1 3/4'
<br />cUT IV= 422 -10
<br />a tr o!c!CHDa I r 2' _OW* 710t_ WE LED LOCAVION
<br />51 .055' cow.
<br />ir wcZ W<t AUAL ANGLE OR
<br />T
<br />000' 3105- 154 SHEET Pam ?o!Fn cmvz&w
<br />2' X 4 x METAL ALUM. BENT PLATE BLOCK OR 2-
<br />3105 ROGUING)
<br />am 112'
<br />ow.. / mlr`� � �Tl
<br />WHOMM/1 - - - - - - m-
<br />f Wj_ 4*,...O?e
<br />a 12 owc. 'D�H OR w,-Ts ALLOY
<br />W/m"NUT c_L m_ AN=
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SCALE 1/4--l- SCALE 1/4--l- SCALE 1/4--l-
<br />$DUD-SET OR CAU(-N
<br />OR am PANELWATE
<br />'rowl to
<br />OR PmeAmE
<br />I.sx POURED OR 2.4' WOW SONEDLILE
<br />VARES
<br />(MIN. PM91 CONCRETE aLOCx to a I')
<br />. -11
<br />F-OVERLAP BEYOND 2*"' WOOD FRAME & FRAME FECU'RED
<br />S.
<br />J7,
<br />OPENING VADTH) CONCRETE. CONCRETE REOVAM , --- -- - -----
<br />DR 2*.4* WOOD F1UUJE 1T_
<br />I'mum
<br />4-
<br />VARIES mm FRONT &
<br />�(t OR4 To
<br />Sr
<br />\TV (TUR
<br />IA_
<br />wALL (NEVER CUT END PANEL)
<br />X B.O. DISTANCE
<br />CASE G (ELAN)
<br />sckE lle-I
<br />. .........
<br />E VAM FOR DIRECT MOUNT INSTALLATION ONLY
<br />A Nve
<br />\ CMTWED PANEL INSTALLATION AT WALLS W1
<br />No. 44167 SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />FLORIDA BUILDING CODE (Ron High Velocity ffu ne zone)
<br />CASE E (P CASE F (P 0= TLT= Im 24 CASE GALVANIZED ST FA
<br />- EEL STORM PANEL
<br />,
<br />SCALE 1/4'-l' SCALE 1/4".1*
<br />11LIEC0.11c. GLOBAL PROTECTION PRODUCTS, U.C. DATE.
<br />ODWPAW 4aDG &W, 61 STREET
<br />DW_ F., 33314
<br />p"ONII,. TW>11011-750. no, (1154)60-97111 20-175
<br />DAM" ft
<br />P.E. wAL,%"TuK/DaE 0.420007m
<br />`eLTa` " 0� PL
<br />P10AIDA Irl 67 sman a ar ut
<br />MAXIMUM A.S.D. DESIGN ERESSURE BEING Us.f.) AND RRE5PONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL C-1) INSTALLATIONS INM WOOD STRUCTURES
<br />WD ONLY FOR PANELG)INSTALLATIONS AS PER ALTERNATMZS 1W THRU 4W, ON SHEETS 6 & 7)
<br />VAX. AS_D.
<br />DESIGN
<br />PF43SURE
<br />RATING
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />ALTERNATIVES
<br />CAN='
<br />OF THEM
<br />MAXIMUM
<br />PANIEL
<br />LENCT,
<br />TAPCON
<br />LAO SCREW
<br />PANELMATE
<br />FEMALE to
<br />PANELMATE
<br />PLUS
<br />WOOD st'staw,
<br />13*
<br />ir
<br />13,
<br />13*
<br />tr
<br />iv (top)
<br />13'
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />1w (BgrroI4
<br />6 1/2-
<br />a 1/2,
<br />6 1/2-
<br />6 1/27
<br />6 1/2'
<br />2W (TOP)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />5 1/4-
<br />?w_
<br />5.-T
<br />a
<br />a.
<br />e.
<br />(TOP)
<br />OR
<br />LESS
<br />a.
<br />1.
<br />a'
<br />3W MOTION)
<br />13-
<br />13.
<br />13'
<br />13.
<br />ir
<br />4w (TOP)
<br />OR —
<br />LESS
<br />ir
<br />ir
<br />13,
<br />Ir
<br />4w (Bottom)
<br />ir
<br />13"
<br />13*
<br />13'
<br />8 1/2'
<br />IW (W)
<br />13'
<br />13,
<br />13*
<br />13.
<br />6.
<br />IN (aarrow)
<br />6 1/2-
<br />6 1/2--
<br />0 1/2'
<br />6 1/2'
<br />6 1/2'
<br />2W CIOP)
<br />-
<br />-
<br />6 1/4-
<br />12 1/2' 1
<br />6 1/4'
<br />2W (Wna-)
<br />>5'-o
<br />llr
<br />4-
<br />1 a 1/2*
<br />1 6 1/2"
<br />Se (top)
<br />To
<br />14'-4"
<br />4 �4
<br />12
<br />4 1/2'
<br />1 7.
<br />r
<br />3W marrow)
<br />10,1/2-
<br />911/2
<br />(TOP)
<br />L
<br />3.
<br />3" j
<br />ir
<br />1 13' 1
<br />8 1/2'
<br />4W (BOTTOM)
<br />T�BLE ' FOR MkX AS.D. DESIGN LOADS & MAX PM41 LEWTHS WHEN SPACER 71S
<br />I CORAIMPONDING 'ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAX, A.S,D.
<br />DES"
<br />PRESSURE
<br />RATING
<br />MAXIMUM AWHORS SPACING, FOR EJD - AS SHOWN ON SHEM 6 & 7
<br />APPLrABLE
<br />A]L
<br />&
<br />DMF THEM
<br />MAIMMUM
<br />PANEL
<br />LENGTH
<br />K)
<br />TAPOON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE 10
<br />PANMAATE
<br />PLUS
<br />WOW M;S"
<br />13,
<br />13,
<br />13'
<br />17
<br />1W FOP)
<br />13",
<br />ir
<br />IF—
<br />w
<br />iw (Wn*
<br />6 1/2-
<br />6 1/2"
<br />6 1/2'
<br />6 I/e
<br />/2-
<br />2W ITOP)
<br />-
<br />-
<br />6 1/4-
<br />-
<br />12 1/2-
<br />6 1/4'
<br />12W IBM.-)
<br />5*-W
<br />7'
<br />7 1/2-
<br />'.
<br />8'
<br />MP)
<br />OR
<br />LESS
<br />7 llr
<br />8'
<br />-
<br />3W Wtxo)
<br />13,
<br />13*
<br />13*
<br />1.31
<br />IN M
<br />+45, -4b
<br />TO
<br />+75. -73
<br />ir
<br />ly
<br />13'
<br />Ir
<br />4W (91100)
<br />13,
<br />ir
<br />13,
<br />13*
<br />to'
<br />1w Fm
<br />13,
<br />Ir
<br />13,
<br />13"
<br />a 1 /4,
<br />le, LEDYMM)
<br />8 1/2-
<br />6 1/2-
<br />6 1/2-
<br />6 1/2-
<br />5 1/2-
<br />2W (TOP)
<br />-
<br />-
<br />6 1/4-
<br />12 1/2
<br />6 1/4-
<br />2W OICTL-)
<br />4 1/2'
<br />S.
<br />7 1/2-
<br />-
<br />3w (Top)
<br />7- 5-
<br />51
<br />5 1/2-
<br />1�
<br />It.
<br />- 13W
<br />tactiom)
<br />1:t*
<br />5 1/2" 14W
<br />M
<br />13'
<br />13*
<br />-
<br />14w taorrom)
<br />SEE TAME #1 FOR MAX. A S.D. DESIGN LOAM & MAX. PANEL LENGTHS.
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />10F
<br />.
<br />Al A
<br />A.S.D. DEM LOAD
<br />—
<br />MA)MM PANEL
<br />LIMTH
<br />40 PSF OR LESS
<br />6.-,.
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />W-10,
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTAI I ATIONS
<br />W/ PANEL MATE ffMAUE 10 OR PANEL MATE PLUS
<br />ANCHORS & W/ (" !LP*Ji!?1!ffq4,2 1/2' O.C,
<br />INSTALLATION DETAIU FOR UFE SAFETY PANEL n1
<br />INTO EOURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-0 TAPC* 1/4-0 TAPCON J&STTNO POURED
<br />NCNETE OR
<br />ANCHOR 0 r--ggv,. ANCKA 0 9 O.C_ I GONG
<br />CONCRETE BLOCK RETE BLOCK
<br />REOLARE11 KOUM.
<br />4.1% -.1)
<br />Ile 1/4-
<br />E. E, A
<br />--Q)
<br />I I' Left, I
<br />*--WARk1lON-
<br />1 1 TO GUASS�
<br />/T- aw" U�
<br />7 At 'A.
<br />(ust"ImNs.
<br />I umm
<br />U"
<br />t
<br />PANEL LENGTH PANEL LU40TH
<br />`L- (SEE aMTION (SEE EL"AlION
<br />T 10 ON SHEE-7 12)
<br />ON SHEET 12)
<br />I ro
<br />L/2
<br />I
<br />to:*
<br />WAMUIPEOI
<br />CONCRETE BLOCK -r %LW CONCRETE BLOCK
<br />I REOURED,
<br />I
<br />I
<br />1/4*0 PANWATE 1) PL�
<br />AIMMMOR 0 12 1 0�c.
<br />WALL MOUNTINGS
<br />SEE SHEEM 15 k 16 FDA ANCINRi Tft SPACING FOR SCALIE 316.1"
<br />INSIAUATKM INTO WOOD FRMIE BUILDINGS
<br />1414MUNI ANCHOR SPACINCS AMD MWeR.&I EDGE DISTANCE
<br />ARE MOM ON THIS SCHED(AL MR ED, LESS THAN
<br />INDICATED ON SCHEDULE REDUCE MOM SPACiW BY
<br />MU0VTNa SPACING SHOWN ON SCHEDULE BY THE
<br />Pouc,"m FACTOW FOR THS OPISIATION TO BE POSSIBLE
<br />RIE110CEI) SPACM ORIAINO USING FACTOR SKALL Not K
<br />LESS TIM WMW VACINC INDICATED FOR EACH ANOW
<br />TYPE ON Im SCHEDULE. %0
<br />memo Ift .1.101-1111M
<br />wommum, Mac* VACM 00 3 1 1 FLORIDA BUILDING CODE (Ron High Velocity H Gone Zone)
<br />3 3 z .2m YLTOM M, F.F.
<br />*m0Lw 3112 24 "a GALVANIZED SM STORM PANEL OWN ft
<br />STATE 0
<br />PAM 6�
<br />lk .. — 47/V/2=
<br />CM - 11 GLOBAL PROTECTION PRODUCTS, LLC.
<br />z 4600 &W. 5 STREET
<br />'Ok. D.K 1 20-175
<br />0
<br />Iw bftwft
<br />3 4T P1,
<br />JIml tt
<br />, A is
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATINQ (padj AND ORRUPONDING MAXIMUM ANCHOR SPACINg SCHEDULE
<br />FOR REGULAR MRM EANELMINSTALLATIONS INTO CQNCIRETE & CONCRETE B=K STRJ=RES
<br />(VAUD ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS I THRU 6, ON SHEETS 4 & 5)
<br />MAX. AS.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P..J.)
<br />WAAUIA
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MINI ED.
<br />PER SCHEDULE
<br />BELOW X
<br />1� Ly
<br />MAXIMUM
<br />PANEI.
<br />LENGTH
<br />(It)
<br />MAX A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />C;")
<br />MA30MUM
<br />ANCNM
<br />SPACING
<br />MR
<br />MIN ED.
<br />PER SCHEDU
<br />LE
<br />BELOW
<br />APPLICABLE
<br />&
<br />OF T�U
<br />2.0:
<br />MAXIM
<br />PANEL
<br />LENGTH
<br />TAPCON
<br />SOLJD_sEr
<br />to
<br />PANEUAkTE
<br />I PLUS
<br />7AMAC-NAUN
<br />I CAUK-IN
<br />TAPCON
<br />SOLID
<br />-SET
<br />PANELMATE
<br />FEMALE
<br />to
<br />FANELMKFE
<br />PLUS
<br />ZAMAC-MUN
<br />C"_114
<br />�it!
<br />To
<br />CONOFM �3k
<br />TO
<br />owwm
<br />70
<br />oce",
<br />10
<br />To
<br />C�
<br />Comewomm
<br />OF THEM
<br />TO
<br />CONCRETE
<br />!&
<br />CONTCORM
<br />!&
<br />COCTOWE
<br />To
<br />65m
<br />to
<br />to
<br />To
<br />70
<br />M
<br />+ -45
<br />45.
<br />OR
<br />LESS
<br />13*
<br />1 13*
<br />1,3-
<br />ir
<br />13-
<br />13-
<br />13.
<br />1
<br />13,
<br />1
<br />OR
<br />LESS
<br />+46, -45
<br />TO
<br />+65, -55
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />,3,
<br />13.
<br />ir
<br />13
<br />Ir
<br />ir
<br />Ir
<br />111 1/2'
<br />1 (TOP)
<br />W-4,
<br />OR
<br />LESS
<br />Ir
<br />1 13*
<br />13'
<br />-1!:-
<br />__!�! -
<br />13*
<br />-Lr
<br />13*
<br />13'
<br />tX'
<br />13*
<br />TF
<br />IY
<br />13,
<br />1 (BOTTOM)
<br />vr
<br />13"
<br />13,
<br />",
<br />13,
<br />I".
<br />Ir
<br />ir
<br />13,
<br />tr
<br />141
<br />__L3L
<br />LI _mv
<br />I (BOTTOM)
<br />ly
<br />13'
<br />13,
<br />Ir
<br />ir
<br />ir
<br />ir
<br />ly
<br />13,
<br />ly
<br />13,
<br />ir
<br />Ir
<br />Ir
<br />13*
<br />I,,.
<br />13,
<br />13,
<br />13*
<br />jr
<br />ir
<br />13-
<br />11 1/2'
<br />2 (TOP)
<br />1.
<br />11
<br />1.
<br />13"
<br />Ir
<br />13*
<br />13r
<br />13,
<br />13-
<br />12 (BOTTOM)
<br />13-
<br />lir
<br />13*
<br />13'
<br />ir
<br />ir
<br />13"
<br />Ir
<br />ir
<br />13,
<br />Ir
<br />1 1/2'
<br />2 (BOTTOM)
<br />13?
<br />ly
<br />13*
<br />ir
<br />Ir
<br />13'
<br />Is,
<br />".
<br />13,
<br />3 (TOP)
<br />13,
<br />la,
<br />13,
<br />ir
<br />13,
<br />ir
<br />13"
<br />131
<br />Ir
<br />13,
<br />Ir
<br />11 1/2-3
<br />(top)
<br />12 112-112
<br />1/2'
<br />6 Ile
<br />6 1/4-
<br />12 1/7'12
<br />1
<br />6 1/4-
<br />5 1/4'
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2'12
<br />1/2'
<br />5 1/4"7
<br />6 Ile
<br />12 1/2-12
<br />1/2-
<br />6 1/4-
<br />6 1/4-
<br />3 (Wffcm)
<br />or
<br />r
<br />ir
<br />1'.
<br />w
<br />r
<br />a-
<br />7 1/2'
<br />OP)
<br />8,
<br />w
<br />W
<br />6 I/r,
<br />o-
<br />7 1/2-
<br />0'
<br />SV-
<br />4 "P)
<br />-
<br />a e
<br />-
<br />-
<br />w
<br />-
<br />"a�m)
<br />8,
<br />-
<br />ar
<br />-
<br />ff-
<br />-��j
<br />-ir -
<br />, k_
<br />13,
<br />13*
<br />-Ir
<br />Ir
<br />1417
<br />—
<br />ir
<br />13*
<br />Ir
<br />13*
<br />ir
<br />--13;-
<br />Ir
<br />(w)
<br />is,
<br />".
<br />is'
<br />ir
<br />Ir
<br />13.
<br />ir
<br />13.
<br />11 1/1
<br />(TOP)
<br />S-
<br />ir
<br />13*
<br />ir
<br />1 13.
<br />13,
<br />ir
<br />ly
<br />13"
<br />13"
<br />5 (BOTTOM)
<br />ir
<br />13,
<br />ir
<br />ur
<br />sr
<br />13,
<br />ir
<br />13,
<br />11.
<br />Ir
<br />1 Ir
<br />11 1/2'5
<br />(wirrom)]
<br />:I.
<br />ir
<br />13,
<br />Ir
<br />1 13,
<br />. is"
<br />ir
<br />13,
<br />13,
<br />is,
<br />13*
<br />13"
<br />13,
<br />6
<br />13"
<br />Ir
<br />13'
<br />Ir
<br />ir
<br />Ir
<br />ir
<br />13.
<br />ir
<br />Ir
<br />Ir
<br />11 1/-"
<br />M-I
<br />-
<br />6 1/4'15
<br />1/4'
<br />6 1/4'
<br />6 1/4'
<br />-
<br />-
<br />0 1/4-
<br />6 1/4'
<br />6
<br />6 1/4-16
<br />114-
<br />6 1/4*
<br />6 I/r
<br />-
<br />-
<br />-
<br />-
<br />6 1/--
<br />6 1/4-
<br />1
<br />Ir
<br />to 1/2*
<br />13*
<br />'r
<br />I l2r
<br />1 7"
<br />j7 1/2
<br />5 1/2
<br />13-
<br />14 1/2
<br />I CTOP)
<br />TO
<br />14'-4*
<br />1
<br />13'
<br />6,
<br />-
<br />Ir
<br />ir
<br />13'
<br />0 I1Z
<br />13'
<br />8 1/2'
<br />9 1/2*
<br />5 1/2'
<br />13'
<br />5 11r
<br />I (TOP)
<br />TO
<br />Ir
<br />7'
<br />ir
<br />13,
<br />J�:_
<br />9 1/2
<br />13'
<br />9 1/2
<br />110 1/2
<br />7 1/2
<br />13-
<br />r
<br />I (9orw
<br />13'
<br />7 11r
<br />13'
<br />13*
<br />Ir
<br />to*
<br />Ir
<br />sw
<br />it'
<br />Ir
<br />12r
<br />6 IIV
<br />I (BOTTOM)
<br />S,
<br />Ir
<br />10 1/2-
<br />137
<br />7-
<br />13'
<br />7'
<br />7 1/2
<br />5 1/2
<br />Ir
<br />4 1/2*
<br />2 (TOP)
<br />13*
<br />1.
<br />j3'
<br />jr
<br />IY
<br />0 1/2'
<br />13'
<br />18 I1r
<br />9 11r
<br />6 1/2'
<br />13*
<br />r, I/r
<br />2 (TOP)
<br />Ir
<br />71
<br />ir
<br />13,
<br />Ir
<br />9 1/2
<br />jr
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />13'
<br />0 1/2*
<br />2 (BOTTOM)
<br />t3l
<br />7 I/r
<br />Ir
<br />Ir
<br />ly
<br />10'
<br />IY
<br />10"
<br />lt�
<br />8*
<br />13'
<br />0 f/2'
<br />2 (BUTTIONQ
<br />13,
<br />13*
<br />13,
<br />12r
<br />9 1/2
<br />12r
<br />S 1/2
<br />10 1/2
<br />7 1/2
<br />13-
<br />6 1/2'
<br />3 CW)
<br />13'
<br />7 llr
<br />13*
<br />13'
<br />Ir
<br />10*
<br />13"
<br />10*
<br />It'
<br />1.
<br />is,
<br />6 lIr
<br />3 (top)
<br />-
<br />12 1/2-12
<br />1/2-
<br />6 1/4-
<br />5 1/4-
<br />12 11r
<br />6 1/4-
<br />-
<br />6 1/4-
<br />6 1/4-
<br />3 (BOTTOM)
<br />-
<br />-
<br />12 1/2*
<br />12 1/2'
<br />6 1/4-
<br />6 Ile
<br />12 1
<br />12 1/2'
<br />-
<br />-
<br />IS 1/4-
<br />6 1/4-
<br />7.
<br />r
<br />5 llr
<br />1 7*
<br />3 1/2"
<br />8'
<br />4*
<br />4 1/2'
<br />4'
<br />6 1/2'
<br />3,
<br />T-j6F)—
<br />7 1/2-
<br />3^
<br />ar
<br />4'
<br />1.
<br />4-
<br />4 1/2-13
<br />1/2-16
<br />1/2'
<br />3*
<br />a.
<br />a
<br />-
<br />a'
<br />-
<br />5 1/2",
<br />-
<br />7 1/2*
<br />-
<br />14 (ENOTTOM)
<br />-
<br />ir
<br />-
<br />8.
<br />-
<br />-
<br />7 1/2,
<br />-
<br />4 (BOTTOM)
<br />1
<br />13*
<br />� 0 1/'2"
<br />10 1/2*17
<br />1/2'.
<br />1�*
<br />. 6"
<br />14 (Tw)
<br />8
<br />13,
<br />1 Tr
<br />ir
<br />to'
<br />13"
<br />to*
<br />it
<br />4
<br />-a'
<br />13
<br />6 1/2-
<br />6 ITOP)
<br />_iT2_'j
<br />13'
<br />19 I/r,
<br />��2"j
<br />13'
<br />Is lir
<br />ile2*
<br />13,
<br />1 Ir
<br />13.
<br />10,
<br />ir
<br />to'
<br />117-r
<br />13-
<br />6 1/2'
<br />—1/2*
<br />5 (Wrmm)
<br />5
<br />7-
<br />1 13'
<br />1 7-
<br />1170 �/42
<br />i7
<br />1 /2.
<br />1 13"
<br />14 1/
<br />Y-11P
<br />9 112-16
<br />1/2.
<br />1-3 *
<br />5
<br />6 (TOP)
<br />6 1 �4-
<br />6 1
<br />0 1/4'1
<br />-
<br />I - I
<br />-
<br />I -
<br />16 1/4'
<br />11
<br />8 1 4-16
<br />lj�- 1
<br />S 1/4 1.
<br />R-I
<br />I
<br />-
<br />6 1/.-
<br />6 1/4-
<br />6 (001!1`�-)
<br />SEE 1UNEET 11 MR ANCHM TYPE k SPACING MR 0WALLATIONS INTO WOW MJX BUILINNICS.
<br />MINNOW ANCHOR SMCINGIE AND MINIMUM E= DISTANCE ARE INDINUED, ON THIS SCHEDULE FOR ED,
<br />LEM T,IAN wo"Im ON scNEGLU RMXE ANcIm w%cm BY "Ifty" SPACING %HYMN ON
<br />SCHOULE Or THE FOLLOWING rACTOR1. FOR TINS OPERATION TO K POSSfilLr. REMO SPACM
<br />0111PANED UWKI FACM SHAU. NOT K LESS THAN WIRDAN SPACING INDIIIATED FOR EACH MOM TYPE
<br />ON THIS SCHEDULE.
<br />1/4'.
<br />t/4*4
<br />Ile.
<br />I Ile.
<br />AMCW TYK
<br />JAMMUM ANCHOR SPACING iih�)
<br />3
<br />21/2.
<br />2 IA
<br />NUNUMUM so
<br />OUITANO P_vj
<br />3
<br />3 /r
<br />3 1/2'
<br />3 112
<br />3 I/r
<br />ACIWL OW DOW= (ED)
<br />fACTOR
<br />JD WHEN SPACERIg)IS USED. SEE WX it FOR MAX A.S.D.
<br />kX. PANEL LENGTHS WHEN SPACER " IS USED.
<br />YAM
<br />&I A
<br />A.S.D. DESIGN LOAD
<br />WAXIMUIM PANEL
<br />L04M
<br />40 PSF OR LESS
<br />61-'.
<br />> 40 PSF TO 50 PSF
<br />11-2.
<br />> PSF TO 60 PSF
<br />5,-Iol
<br />A MO. PANEL L04GTHS ARE ON§ VAUD FOR INSTAL I ATIONS
<br />W/ SOLID SET , SPACER AT 12 1/2" 0 C
<br />r--_----_,----AACH0RS (SEE SE. & ALTERNATIVES ON SHEETS 13, 14. IS &16)- -
<br />it
<br />D.W(j).
<br />R-IA/13, R�-U/13, R-3A/14. R-IB/13. R-29/13. R-30/14, 3, WAX.
<br />R-IAW/15, R�2AW/15, R-SAW/15. R-I WIT 5, R-29W/1,S, R-30W/i It.
<br />or (�)
<br />ti I
<br />0
<br />0 0
<br />0 0
<br />T- ___T__T _T
<br />t L�2
<br />1/4"0-20xl' S&ISOLT5 W 1
<br />(IF FOR PANEL MAtx
<br />PANEL LENGTH
<br />> 0 +4CLO, -40�0 "J.
<br />R �CGWU SVT 1 EG�LAR Sl RM PANEL
<br />(W1 WMW MID PANEL LIERM WLT)
<br />LIFE 571 PANEL 7-W 0 +50.0. 54�0 P.I.
<br />(W/O 0410110 MID PANEL LENGTH BOLT)
<br />j 1, 10 USE 2*-g' MIN. RVAL LOCT14
<br />xl� 4
<br />1/4 0 20 AT ALL Mot"TINKS
<br />Ss
<br />El la.P
<br />j f v
<br />TION 0 111 FE SAFM-4 i
<br />E]L BOTTOM : 0
<br />CORNE!IS 3 . I i I I
<br />or NO NUT EXTERIOR L_MN(; NUT AT
<br />LEFT PANEL RIGHT PANEL t ON, VALID FOR WIND
<br />[10-'R"-lAW/I5. L100., I
<br />i SPEED UP TO 170 -px
<br />I, MIN. R-IA/13, R-2A/13, R-3A/44, P-19/13, R-29/13, R-30/14, 1: wN. w
<br />R-2AW/15, R3AW/IR R-11OW/15. R-28W/15, R-381111/16.
<br />HORS (SEE SECTIONS & AL7VMTWM ON SHEETS 13, 14. 15 *t$)�
<br />1/4' MAX. GAP
<br />UEE SAFETY 51QRM PANEL ELEYABON (t)
<br />REG" 21687" SCALE Ile-i- REGULAR it
<br />(UK vow VALLEY)
<br />STORM PAWL STORM PANEL
<br />-- — ------------
<br />-- -----------
<br />.-Acr-7 - -----
<br />LIFE SAFETY PANEL 0. FLORIDA BUILDING CODE (Nom HIgh VdimcitNy Hu Gone Zone)
<br />am TILT= wt fp.
<br />EXTIERIOR 24 GAGE GALVAN20 STEEL STORM PANEL DRAWN or.
<br />ILIEC0,111C. GLOBAL PROTECTION PRODUCTS, LIC. "DOE'
<br />SECTION A -A i— 'Y 4WD ItX 51 STINUT
<br />SCALE 1/4'-1' Nek�
<br />I , 2 POD "40W, (1154), 20-175
<br />P.E. SDJ,% C&-oomig,
<br />�Tmkmusr "P. SKOT 12 or ts
<br />IMALLATION QUAILS
<br />FOR LIFE SAEETY
<br />PANEL 10
<br />INT-Q
<br />WOOD STRUCTURES
<br />I TT
<br />"1-7
<br />D
<br />_Y4 -0 TAPCDN
<br />ANCHOR 0 a- 01C. -VHD= O.C�
<br />_IZ4"9 TAPCON
<br />ANCHOR 0 V O.C.
<br />�QRTAn O.C.
<br />r-4)
<br />A
<br />4)
<br />MAX,
<br />-71
<br />1/4'
<br />T164
<br />r7-
<br />IL
<br />it
<br />it
<br />V4-0-20ml-
<br />In
<br />MAX. It
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />PANEL MLE NGTH ON SHEET 12Y
<br />AT .�q
<br />teL
<br />RON am T-n
<br />PANEL LENGTH
<br />PANEL LENGTH (SEE ELEVATION
<br />ON SHEET 12)
<br />r
<br />a
<br />(SEE EMATION
<br />ON W&V 12)
<br />(SEE EUEVAITON
<br />ON SHEET 12)
<br />1* Min.
<br />U—SEPARATiON-
<br />To GLASS.
<br />41—SEPARA1101,
<br />TO CLASS,
<br />I'
<br />I TO GLASS, a'
<br />L_q) Lq)
<br />P:.4; ISOM
<br />AT
<br />4
<br />I/ ON LL 114-* TANPCOH
<br />RECLINED
<br />0 TA
<br />I � ral,
<br />ANCHOR 0 9* O.C.
<br />'T W" SM tv� sruo
<br />STAGGERED
<br />REOURED
<br />ANCHOR a v O.C�
<br />e.41 WDOO WOW
<br />PLATE
<br />REQUIRED IED
<br />R-1 AW
<br />—'P*
<br />LPANEL
<br />_RjAw
<br />OW N®R PANEL3
<br />ALUIPM21#1
<br />SAFM
<br />WALL MOLIEWNGS
<br />SCALE 3".,.
<br />UPW
<br />ARM"
<br />PANE
<br />WAU—mauHnm
<br />SCALE 3/e-l*
<br />FLORIDA
<br />1. INSTALLATION ARE ONLY VAUD FOR A-S.D. DESIGN
<br />PRESSURE RATINGS (p.5,f) AND PANEL LENGTHS AS
<br />PER ELEVATION 014 SHEET 1Z
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />BUILDING CODE (Man High Veto Hurricane Zone)
<br />QQ10 nl= INC.
<br />3 44167 24 CAGE GALVANIZED MEL STORM PANEL DRAWN W.
<br />i GLOBAL PROTECTION PRODUCTS. LLC.
<br />STATE
<br />t - / IILIECO..�
<br />s 4WD S.W. 51 01107
<br />TRW TE
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIRMIMC
<br />11 LORID
<br />`*
<br />AR
<br />— t
<br />F_ 3m).
<br />FMOW-- tft4Xt&e75W FA* (154)GIIII-07117 20-175
<br />DENSITY OF 0.55 OR EQUAL
<br />�11,� .
<br />JIM
<br />TUw P.r
<br />U. 1 '17
<br />MAXIMUM A.51D. DES10 PRESSURE RATINrm (12.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SEACING
<br />59HEDULE EN REGLIW SJORM PANEL MINSTALLATIONS INTO CONCRETE A CONCRUE BLOCK MUCTURES
<br />(VALID ONLY FOR PANM(DINSTALLA11ONS AS PER SECTIONS 1 THRU 6. ON SHEETS 4 & 5)
<br />MAX &SA
<br />PRESSURE
<br />RATING
<br />CPA.0
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />WIN E.D,
<br />PER SCHEDULE
<br />BELOW
<br />APPLICABLE
<br />TO S=m
<br />1.4 r
<br />1.800114
<br />1.
<br />(ft.)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P-o
<br />MAXIMUM
<br />ANICHORS
<br />SPACL40
<br />FOR
<br />MIN Lot
<br />PER SCHEDULE
<br />BELOW
<br />APP
<br />'UCABUE
<br />TMO
<br />IN,
<br />M
<br />MAXIMUM
<br />PANEL
<br />UENG114
<br />-L'
<br />TO -CON
<br />I SOUD-SET
<br />PN4L4M
<br />FEMALE
<br />10
<br />I PO"a"M
<br />PLUS
<br />I ZMW-NAIUN
<br />CAUK-IN
<br />LY
<br />TAPCON
<br />I SOUD-M
<br />PAN�TE
<br />FEMALE
<br />10
<br />I PAN
<br />PLUS
<br />TE
<br />ZAMAC-HAIUH
<br />CALK
<br />-IN
<br />to
<br />To
<br />cowmm
<br />12"
<br />—
<br />—
<br />COMBINATION
<br />TO
<br />To
<br />Mkoax—Tw—cap
<br />10
<br />A
<br />C, w,
<br />vc
<br />TO
<br />00NOWIX
<br />TO
<br />ODMONJM
<br />�
<br />OF THEM
<br />-tA
<br />+ TO
<br />75. -73
<br />ir
<br />13-
<br />Ir
<br />Ir
<br />IY
<br />lY
<br />13'
<br />13'
<br />1 10'
<br />1 (TOP)
<br />w-r
<br />OR
<br />LEM
<br />+M -75
<br />To
<br />4ilk-11"
<br />Ir
<br />5
<br />ta
<br />10 T/2
<br />13
<br />1/2
<br />_13:_
<br />-
<br />7 1/2
<br />5 1/2'
<br />-
<br />13
<br />14 1/2
<br />I (TOP)
<br />W-a'
<br />on
<br />LESS
<br />_j!L
<br />13,
<br />it'
<br />r
<br />13-
<br />Ir
<br />13-
<br />lY
<br />I Sr-
<br />I
<br />I (BOTTOM)
<br />1,3-
<br />11 1/2'
<br />13,
<br />13,
<br />ir
<br />'.
<br />is'
<br />to'
<br />I lIr
<br />13'
<br />1 Ir
<br />I (OFW)
<br />13*
<br />it"
<br />Ir
<br />13,
<br />13,
<br />13'
<br />13,
<br />ir
<br />r
<br />to,
<br />2 (w)
<br />IS*
<br />S*
<br />13-
<br />to IT
<br />ti.
<br />TIP
<br />IF
<br />6 1/2'
<br />7 1/2'
<br />5 1/2"
<br />13'
<br />14 1/2'
<br />2 (TOP)
<br />13'
<br />13,
<br />13*
<br />13*
<br />ir
<br />13"
<br />7'
<br />13,
<br />r
<br />13,
<br />lIr
<br />13*
<br />9 I/Z'
<br />l.r
<br />it*
<br />13r
<br />13^
<br />Ir
<br />ir
<br />13,
<br />ir
<br />13,
<br />ir
<br />Ir
<br />to*
<br />3 CTOP)
<br />71
<br />13"
<br />13"
<br />13*
<br />9 11r
<br />13'
<br />9 1/2*
<br />10 1/2-
<br />7 IT
<br />Ir
<br />0*
<br />- 3 (TOP)
<br />12 1/2'12
<br />112'
<br />5 1/4'
<br />6 1/4�
<br />12 1/2'12
<br />11r
<br />-
<br />0 1/4-
<br />6 1/4-
<br />3 (001TOM)
<br />-
<br />12 1/,?'12
<br />1/7'
<br />5 1/4^
<br />6 Ile
<br />12 1/2!
<br />6 I/e
<br />-
<br />-
<br />6 I/e
<br />6 1/4"
<br />3 (BOTTOM) -
<br />s'
<br />It'
<br />6 IC2
<br />1.
<br />v
<br />a'
<br />4 1/2'
<br />4 (TOP)
<br />7-
<br />1.
<br />V
<br />1 1/2'1
<br />7'
<br />3 11r.
<br />Ir
<br />. 4'
<br />4 1 /Z'
<br />3-
<br />6 1/2-
<br />2 1/2-
<br />4 (TOP)
<br />4 (BOTTOM)
<br />r
<br />-
<br />s 1/2-
<br />-
<br />r
<br />ir
<br />13,
<br />13-
<br />1 is-
<br />13,
<br />13,
<br />1 _3�
<br />�lv
<br />YT)F
<br />Ir
<br />Ir
<br />v
<br />13*
<br />r
<br />to'
<br />7 1/2'
<br />13*
<br />A*
<br />5 (TOP)
<br />13,
<br />ir
<br />Ir
<br />ir
<br />1 13'
<br />"'
<br />ly
<br />Ir
<br />12"
<br />ly
<br />to'
<br />5 (BOTTOM)
<br />1.
<br />Ir
<br />Ir
<br />13-
<br />9 ljr
<br />IY
<br />0 1/2'
<br />10 1/2*
<br />7 1/2"
<br />IY
<br />v
<br />5 (sairw
<br />13'
<br />13"
<br />Ir
<br />13"
<br />13'
<br />Ir
<br />12*
<br />Ir
<br />10'
<br />6 Oop)
<br />5*
<br />13,
<br />to I/v
<br />13,
<br />6 1/2*
<br />13"
<br />6 1/2'17
<br />1/2*
<br />5 1/2"
<br />13'
<br />4 1/2*
<br />6 (TOP)
<br />6 1/4
<br />1/4
<br />5 Ile
<br />_i3'
<br />1/4�
<br />6 1/4-
<br />6 (wm_).
<br />-
<br />a 1/4-
<br />6 1/4-
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />6 1/4-
<br />-
<br />-
<br />6 I/r
<br />6 1/4-
<br />6 (MM.-)
<br />13-
<br />7-1-/F
<br />13-
<br />13-
<br />jr
<br />IW
<br />13-
<br />W
<br />ll-
<br />S'
<br />IY
<br />0 1/2'
<br />1 CWI
<br />>5'-V
<br />TO
<br />13'
<br />3r,
<br />10 1/2
<br />13, .6
<br />IIV
<br />_jf_
<br />6 1/2'
<br />�
<br />7 1/2*
<br />5 lIr
<br />13:
<br />4 1/2*
<br />TO
<br />1
<br />13"
<br />7 1/2'
<br />12r
<br />13,
<br />ly
<br />10 1/2-
<br />10 1/2'
<br />!1 llr
<br />a-
<br />13-
<br />7-
<br />1 (BOTTOM)
<br />13r
<br />S 1/2'
<br />ly
<br />13,
<br />13,
<br />'.
<br />I r -
<br />--!I-
<br />_10L_
<br />7 11r
<br />13
<br />s'
<br />it (smom)
<br />ir
<br />7 1/2'
<br />13*
<br />13'
<br />Ir
<br />Iw
<br />_13:_
<br />ly
<br />a*
<br />13,
<br />a 1/2,
<br />2 (Top)
<br />S*
<br />Ir
<br />10 1/2-
<br />IS-
<br />5 11r
<br />IY
<br />6 llr
<br />7 1/2-
<br />5 1/2-
<br />3v,
<br />4 Ilr
<br />I n2-
<br />13'
<br />17 11r]
<br />13"
<br />13'
<br />13-
<br />10 1/2'
<br />Ir
<br />10 1/2-11
<br />1/2�
<br />a-
<br />13,
<br />7"
<br />2 (BUTTOM)
<br />13'
<br />7-
<br />ir
<br />ir
<br />i:r
<br />9 tlr
<br />ir
<br />19 1/2'
<br />10 I1V
<br />7 1/2"
<br />13"
<br />6 I/r
<br />2 (901110M)
<br />13*
<br />17 11rI
<br />13'
<br />13*
<br />13'
<br />10 1/2".
<br />IY
<br />10 t/2"11
<br />1/2',
<br />8*
<br />13*
<br />7'
<br />3 (TOP)
<br />ir
<br />7-
<br />IY
<br />IS-
<br />Ir
<br />13'
<br />9 llr
<br />10 1/2'
<br />7 1/2^
<br />13-
<br />w
<br />3
<br />—(BOTTOM)
<br />-
<br />-
<br />12 1/2*
<br />12 1/2'
<br />6 1/4*
<br />1/4
<br />T2 1/2
<br />S 1/4
<br />-
<br />6 1/-
<br />8 1/4-
<br />3 (BOTTOM)
<br />12 1/2-12
<br />1/216
<br />1/4-,B
<br />1/4-
<br />12 1/2'
<br />6 1/4'
<br />-
<br />-
<br />6 1/4-
<br />6 1/4'
<br />i
<br />7 1/2-
<br />.
<br />3 1/2-
<br />__
<br />B-
<br />or
<br />_
<br />7 1/2'
<br />_L_
<br />41
<br />a-
<br />4 1/2'
<br />5'
<br />13 1/2'
<br />r
<br />y
<br />A crop)
<br />7'
<br />Y
<br />r
<br />IS 1/2-
<br />7-
<br />3 1/2*
<br />S*
<br />V
<br />4 1/2-
<br />3-
<br />6 1/2-
<br />2 1/2.'
<br />at"
<br />-
<br />-
<br />I w
<br />I - J!"
<br />(BOTTOM).
<br />r
<br />-
<br />a I/r
<br />-
<br />e
<br />- I
<br />Ir
<br />-
<br />1 1/2'
<br />-
<br />7'
<br />-
<br />4 (BOTTOM)
<br />13-
<br />10 11r
<br />13'
<br />TOF —1/2'
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|