|
END CLOSURES DETAILS FOR INSIALLATION IN
<br />POURED QQNCRETE.
<br />CONCRETE
<br />BLOCK Q8 WOOD
<br />SAFETY E-Z HANQ
<br />ZIRUCTURES: VAL112
<br />STORM PANEL
<br />FQR REGULAR. LIFE
<br />0) 5YSTEMS
<br />IF .4
<br />&
<br />REQUIRED
<br />1/2'
<br />2' � 3� , .093' 3105 H-14
<br />GOIIZ�1`13 ALLOY CDNT.,A
<br />ANGLE VM 1/4'0
<br />TAPCGN * '2' O.C,
<br />PO4IRED ��V!n 0004=_1
<br />REQUIRED
<br />POURED cow
<br />CONCRETE 9LW
<br />j
<br />o'
<br />—2
<br />Min.
<br />2 1/2'
<br />&_
<br />2"A" WDCO FlU
<br />RE"Eo
<br />OR4
<br />4TERNAII:
<br />ter A�kva
<br />I�VLf PAPO
<br />I GAP
<br />1 3/4'
<br />fTAPCM ANCHOR I
<br />LEG LOCATION
<br />f 0 W oc, i
<br />VARIES
<br />2' 2' .0105"
<br />'A"
<br />To
<br />Co-�
<br />w< L 43ff
<br />CW* 310"154
<br />SHEET
<br />UIXAL ALUM. 0ENT PlAtt
<br />POURED COWMETE, CONCRETE f
<br />SLOM DR 2.4'WOM FRAME
<br />5D$3-T6 ALLOY 2 1/2*
<br />REOIMED
<br />CONT. ALIAt ANGLE MI,
<br />- - - - - - -
<br />WE
<br />1/4* . BOIL L3�" 4* 1 Wr
<br />lot le = 105-1,114 ON 111:10-111 ALLOY
<br />101/44KNUT CW& Af� ANGLE
<br />CASE A (PLAN)
<br />CASE 8 (PLAN)
<br />CASE Q (P
<br />CASE D (P
<br />SCALE 1/4*-1*
<br />SCALE 1/4--l-
<br />SCALE 1/4--l-
<br />SCALE 1/4"-l*
<br />SOIM-SU OR CALK-81
<br />U
<br />Im
<br />Pmomm
<br />OR
<br />Am,
<br />I wow
<br />OR 2W WOOD SIDES OF OPENING
<br />OR IMCO PANDAME
<br />P_
<br />i [��ID
<br />(MK PANEL
<br />WIN
<br />B,
<br />CONCRETE a
<br />2�w
<br />&
<br />FRAIME REOUIRED AS APPLICABLE
<br />1 to& 11)
<br />BEYOND
<br />OPENING wam Rm
<br />�Jff
<br />fmouwm
<br />j
<br />RODIARM
<br />t
<br />VARIES �-�,Q)
<br />OR(V
<br />XTA= FRONT
<br />61 mc,
<br />WAR
<br />WALL (NEKR CUT Eompmlwa To
<br />to 8LO. DISTANCE
<br /><
<br />7 NAGM.R.6
<br />CASE
<br />SCALE
<br />9 (PLAN)
<br />1/4*-1'
<br />—.r.Q
<br />VALID DIRECT MOUNT
<br />FOR INSTAUXTION ONLY
<br />CERTIFIED PANEL, INSTALLATION
<br />AT WALLS W/
<br />No. 44167
<br />SURFACE LEVEL VARIATIONS WITHIN 3/4-
<br />FLORIDA BUILDING CODE (Man High Vielocityy Nu cone Zone)
<br />CASE E (P
<br />SCALE 1/4--l'
<br />CASE E (E
<br />SCALE
<br />v�-- 5 TATE OF
<br />A
<br />v
<br />mc,
<br />24 "BE GALVANIZED STEEL STORM PANEL f-K
<br />w.
<br />1/4--l'
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />oil
<br />- - AN, A, - - —
<br />44100 &wl 51 stREET
<br />FL =14
<br />20-175
<br />ON _ - t ow
<br />54)M�7W IM (W)W*4M
<br />mulooffilloo low
<br />Pz sEv'mj"TUw'%m
<br />ck-abotelli,
<br />WALTER A. TILLIT
<br />F%MW " 1 '�E.
<br />-, ' Rem a or to
<br />MAXIMUM A-5-9. DESIGN PRESJURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACINra
<br />SCHEDULE FOR REGUIL&H STORM PANEL (1) INUALLATIONS 1810 WOOD STRUCTURO
<br />(VALID ONLY FOR PANEL 0INsTALLATiONS AS PER ALTERNATIVES 1W THRU 4W. ON SHEETS 6 & 7)
<br />VAX. AS.D.
<br />DESIGN
<br />PRESS UBE
<br />MATZ
<br />MAXIMUM ANCHORS SPACING FOR E.D. - AS SHOW ON SHEETS 6 & 7
<br />APPIJOASUE
<br />TO
<br />ALTERNATKCS
<br />A=
<br />OF THU
<br />WAnWM
<br />PAM
<br />La,-TH
<br />v
<br />00
<br />TAPCON
<br />LAO SCREW
<br />I
<br />PANELMATE
<br />FEMALE ID
<br />—
<br />PLUS.
<br />WOOD BUSW4
<br />13,
<br />Ir
<br />Ir
<br />13"
<br />13*
<br />Iw ziro
<br />13,
<br />ir
<br />13"
<br />13'
<br />13-
<br />till (OW)
<br />6 1/2-
<br />a 11r
<br />a 1/1.
<br />a 1/2-
<br />1, 'A.
<br />2w (Tow)
<br />-
<br />6 1/4"
<br />12 1/2"
<br />6 1/4"
<br />W —(wa.
<br />w-o"
<br />a"
<br />—Cwj
<br />OR
<br />LESS
<br />a'
<br />1.
<br />a,
<br />-
<br />3w (BOTW
<br />'3'
<br />13"
<br />13,
<br />13"
<br />13"
<br />4W (TOM
<br />+45, -45
<br />DR
<br />LESS
<br />13-
<br />13-
<br />ir
<br />13-
<br />—mmom)
<br />13*
<br />IV
<br />13*
<br />13"
<br />a 1/2-
<br />IN (TOP)
<br />Ir
<br />Ir
<br />13"
<br />ir
<br />61
<br />lot (80170m)
<br />1/2'
<br />6 1/2"
<br />6 IA'
<br />6 1/2-
<br />6 1/2-
<br />2W (W)
<br />-
<br />-
<br />1 0 1/4-
<br />1 12 1/2.
<br />8 1/*-
<br />2W
<br />4 112'
<br />4"
<br />1 6 1/2"
<br />1 T2 -
<br />m (TOP)
<br />TO
<br />14, _4"
<br />4 1/2'
<br />4 I/r
<br />I
<br />-
<br />IN Marro*
<br />to 1/2*
<br />S:12�1
<br />12'
<br />12^
<br />4'
<br />4W (TOP)
<br />ir
<br />1 111
<br />la,
<br />a 1/2m
<br />4w "From)
<br />SEE TABLE #I FOR MAX. A.S.D. DESIGN LOADS & KAX. PANEL LIENGTIHS %`HEN SPAM J;-71
<br />USED, CORRESPONDING ONLY M ALTERNATE 2W ON SHEET 6 IMS I
<br />I/rii T
<br />ANCHOR
<br />114-0 PAREUMIT
<br />ANCHOR 0 12 1,
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXMUM ANCHORS SPACING MR F-D. - AS SHOWN ON SH 6 & 7
<br />APPUCABLE
<br />TO
<br />Al-1131141110
<br />f a ANY
<br />10'FpT#14ET"M
<br />MA)MMIUM
<br />PANEL
<br />LENGTH
<br />(ft.)
<br />TAPCON
<br />LAO SCREW
<br />PANELMOkrE
<br />FEMALE 10
<br />PANELMATE
<br />PLUS
<br />WOOD ousIm
<br />Ir
<br />Ir
<br />Ir
<br />13"
<br />IIN W_
<br />—
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Iw (WIMM)
<br />a 1/2'
<br />6 1/2-
<br />6 t/v
<br />6 1/2-
<br />6 1/2-
<br />(w)
<br />-
<br />-
<br />6 1/4'
<br />12 1/2'
<br />a 1/4-
<br />(ECIT.)
<br />7*
<br />7 1/2-
<br />a.
<br />(w)
<br />OR
<br />LESS
<br />7 1/2-
<br />a"
<br />ar
<br />IS.
<br />-
<br />3w (BOTTOM)
<br />1
<br />13*
<br />13,
<br />13,
<br />ly
<br />13,
<br />w tw)
<br />>+45. -45
<br />To
<br />475, -75
<br />Ir
<br />T�"
<br />13'
<br />13'
<br />13,
<br />4-W (BOTTOM)
<br />13,
<br />Ir
<br />13'
<br />Ir
<br />to,
<br />'w
<br />?w (w)
<br />Ir
<br />Ir
<br />13"
<br />13,
<br />6 i/4"
<br />IN MOTION)
<br />a 1/2-
<br />6 1 A-
<br />1 6 1/2.
<br />8 1/2-
<br />6 IA;
<br />2W (TOP)
<br />-
<br />$ 1/4 . .
<br />.... 12 1/2'
<br />a 1/v
<br />2W iporr.-)
<br />>5'-D'
<br />4 1/2-
<br />w
<br />7 llr
<br />7 1/2'
<br />1
<br />IN
<br />TO
<br />7'-e
<br />5�
<br />5 1/2"
<br />8*
<br />O-OM)
<br />1.3*
<br />Ir
<br />51,
<br />13*
<br />5� —1/2
<br />4111 (TOP)
<br />13,
<br />Ir
<br />13*
<br />ir
<br />10,
<br />4w (BOTTOM)
<br />A.S.D. DESIGN LOAD
<br />MA)OMUM PANEL
<br />LENM
<br />40 PSF OR LESS
<br />61-8.
<br />> 40 PSF TO 50 PSF
<br />W-21
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />MAX. A.S.D. DESIGN LOADS & MAX. PANEL Le4GTHS WIEN SPAM 0 IS
<br />low- ONLY TO ALTERNAIE 7ff ON SHM7 6 1
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE OR PANEL MATE PLUS
<br />ANCHORS & W1 1/2' O.C�
<br />INSTALLATIQN
<br />DETAILS
<br />FOR UEE SAFM PANEL
<br />INTO POURED CONCRETE
<br />OR
<br />CONCRETE BLOCK
<br />STRUCTURES
<br />ETPURED
<br />1/4 CON
<br />'j;AP
<br />ANG _U�. .
<br />I F COMWED
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON S14M 12)
<br />LA
<br />SEE 1HEETS 15 & 16 FOR ANCHORS TYPE It SFACNG FOR
<br />IRSTAU.411ONS INTO WOOD FRAME MADbM
<br />MINIMUM ARMOR SPACINVS AND MIN" EDGE DISTANCE
<br />ARE INDWM ON THIS SCHEBLILE, FOR F D. LESS THAN
<br />MOIM ON WHEDUM REDUCE ANCHOR SPACING BY
<br />MULTIPLYING SPACING SHON14 ON SCHEDULE BY THE
<br />MUZWM FACTORS. FOR THIS OPERATION TO BE POSSIBLE,
<br />REDUCED SPACING OK41MED USAG FACTOR WALL NOT BE
<br />LM 711AN WNKM PACING NOICAIM FOR MR ANCHOR
<br />TYPE ON INS SCHEDULE.
<br />ANCHOR Tm
<br />UPOW
<br />V*9m 0`0
<br />3
<br />-
<br />3
<br />3
<br />3
<br />31/2
<br />_____2
<br />r
<br />3 'Ir
<br />EXISTING F
<br />CONCRETE
<br />CONCRETE
<br />IWOUIRED
<br />1/4-0 PAINEIMTE
<br />ANCHOR (BEYOND)
<br />WAU MQUI01423
<br />I" Win.
<br />To CLASS
<br />AT u
<br />MAX
<br />PAME1 LENGTH
<br />(SEE a"ATION
<br />ON SHEXt 12)
<br />r- D
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS 1 THRU 6, (IN $HEETS 4 & 5)
<br />mAx A.&D.
<br />Des"
<br />PRESSURE
<br />RATING
<br />(P.,C)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN ED.
<br />PER SCHEDULE
<br />BELOW
<br />Ap
<br />TO
<br />10
<br />IE
<br />v
<br />00
<br />MAX. A.S.O.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P..J.)
<br />MKXMM
<br />ANCHORS
<br />SPACINO
<br />FOR
<br />MIN ED.
<br />PER SCHEDULE
<br />BELOW
<br />"N""'ABLE
<br />TO SECTM
<br />MAAMUM
<br />PANEL
<br />LENGTH
<br />v
<br />TAPOON
<br />SOLID
<br />-Su
<br />FEMALE
<br />10
<br />PLUS
<br />ZAMAC-NMUN
<br />CALK-01
<br />Tvom
<br />SOUID-SET
<br />—
<br />PANEUMAIIE
<br />FIEWAILE
<br />10
<br />I PANELMAGE
<br />PLUS
<br />ZAMAC-NAIUN
<br />CALK
<br />-IN
<br />Mal: ANYON
<br />WING
<br />OF THEM
<br />TO
<br />mmm
<br />3k
<br />Ioo
<br />TO
<br />To
<br />CONCRETE
<br />GO
<br />fir
<br />TO
<br />CONCRETE
<br />W.C6
<br />To
<br />TO
<br />COW
<br />TO
<br />CONLOM
<br />... ...
<br />COWB"V"
<br />THEM
<br />-
<br />16
<br />MORT,
<br />DMIE
<br />MIGNM1101
<br />ARGUE
<br />Cowwommm
<br />=mm
<br />mcnm
<br />1' -45
<br />OR
<br />LESS
<br />L17'
<br />13*
<br />111
<br />11,
<br />or
<br />is'
<br />Ir
<br />-1111111m.
<br />Ir
<br />13,
<br />3'
<br />is'
<br />13,
<br />13*
<br />1 crop)
<br />OR
<br />LESS
<br />+45, -45
<br />TO
<br />.65, -65
<br />I;r
<br />Ir
<br />Ir
<br />10*
<br />13*
<br />Ir
<br />Ir
<br />ir
<br />Ir
<br />Ir
<br />it IA'
<br />I (w)
<br />5'-6
<br />OR
<br />LESS
<br />IY
<br />or
<br />13'
<br />13'
<br />Ir
<br />13'
<br />Ir
<br />13-
<br />13'
<br />Ir
<br />Ir
<br />13"
<br />1 (BOTTOM)
<br />Ir
<br />13*
<br />Ir
<br />13*
<br />13"
<br />Ir
<br />Ir
<br />Ir
<br />13*
<br />13*
<br />Ir
<br />At IA'l
<br />(Wrmm)
<br />Ir
<br />Ir
<br />13,
<br />Ir
<br />111
<br />13,
<br />Ir
<br />Ir
<br />13"
<br />Ir
<br />13*
<br />Ir
<br />9 (TOP)
<br />13,
<br />13"
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />is,
<br />t3,
<br />ir
<br />13'
<br />11 1/2'
<br />2 (TOP)
<br />137
<br />13*
<br />13'
<br />13,
<br />1,3-
<br />a"
<br />I,,
<br />I�
<br />la-
<br />,,
<br />1.-
<br />'0
<br />12 k-110161)
<br />WITOM)
<br />13"
<br />Ir
<br />Ir
<br />13"
<br />ir
<br />13,
<br />1 Ir
<br />Ir
<br />t3*
<br />Ir
<br />13'
<br />1 Y
<br />3 (TOP)
<br />13,
<br />13,
<br />Ir
<br />13,
<br />13"
<br />13,
<br />ir
<br />111
<br />13*
<br />12r
<br />Ir
<br />It 1/2'
<br />3 (TOP)
<br />-
<br />-
<br />12 1/2'
<br />12 1/2"
<br />6 1/4'
<br />6 1/4"
<br />12_1/VI2
<br />1/2'
<br />-
<br />-
<br />6 1/4-
<br />8 Ile
<br />3 (BOTTOM)
<br />-
<br />-
<br />79 Ilf
<br />12 IA`
<br />41 1 1�1*
<br />9 1/4'
<br />12 1/2'12
<br />t/2"
<br />-
<br />-
<br />6 t/4'
<br />6 Ile
<br />3 (6011109)
<br />r
<br />or
<br />r
<br />r
<br />r
<br />, Ir
<br />W
<br />IF
<br />1.
<br />a'
<br />7 lIr
<br />4 (TOP)
<br />5 1/2"
<br />8'
<br />e
<br />r
<br />6 1/2'
<br />a'
<br />7 1/2*
<br />1 S'
<br />Ir
<br />e
<br />r
<br />4 fMP)
<br />0.
<br />-
<br />a'
<br />I --- -
<br />-
<br />-- sew,-
<br />-
<br />4 (BOTTOM)
<br />-
<br />IF
<br />I -
<br />r
<br />I -
<br />1 8*
<br />-
<br />'.
<br />I -
<br />w
<br />-
<br />4 (BuTrow
<br />13"
<br />13*
<br />Ir
<br />13'
<br />13,
<br />li�_
<br />Ir
<br />13'
<br />Ir
<br />13'
<br />13*
<br />IF-
<br />5 (W)
<br />13"
<br />13,
<br />la .
<br />1 13*
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />13'
<br />13,
<br />Ir
<br />11 1/2,
<br />5 (rom
<br />I:r
<br />13,
<br />Ir
<br />13"
<br />Ir
<br />ir
<br />Ir
<br />t3'
<br />13,
<br />Ir
<br />13*
<br />tr
<br />5 (BOTTOM)
<br />13,
<br />12r
<br />ir
<br />Ir
<br />ir
<br />Ir
<br />is"
<br />la"
<br />is,
<br />13"
<br />13*
<br />11 tA'ID
<br />(BOTTOM)
<br />13'
<br />Ir
<br />13,
<br />is,
<br />Ir
<br />13,
<br />13"
<br />t3'
<br />Tr
<br />13*
<br />11'
<br />1.3'
<br />6 (TOP)
<br />is'
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />13,
<br />13*
<br />ir
<br />Ir
<br />or
<br />11 1/2"s
<br />(VIP)
<br />-
<br />6 1/4-
<br />6 1/4'
<br />—1/r
<br />-i —1/4'
<br />--
<br />-
<br />-
<br />-
<br />IT 1/4-
<br />6 Ile
<br />6 (MBOTnT.-)
<br />-
<br />6 Ile
<br />6 1/4*
<br />6 1/4'
<br />6 Ile
<br />-
<br />-
<br />16 1/4'
<br />6 1/4'
<br />6 (BOTT;-)
<br />Is,
<br />e
<br />Ir
<br />10 1/2*
<br />Ir
<br />r
<br />Is,
<br />7-
<br />7 1/2
<br />=1/2
<br />—Ir
<br />7-1/2
<br />I'V-fr
<br />m
<br />13,
<br />fil
<br />jr
<br />13'
<br />Ir
<br />9 1/2*
<br />Ir
<br />8 1/2'
<br />2 1��2�
<br />5 1/2"
<br />12r
<br />5 llr
<br />I (TOP)
<br />>3,-r
<br />TO
<br />9'-v
<br />Ir
<br />1.
<br />Ir
<br />13
<br />IY
<br />9 1/2,
<br />13'
<br />9 1/2
<br />10 1/2,7
<br />112,
<br />Ir
<br />or
<br />I (BOTTOM)
<br />Ir
<br />7 lIr
<br />Ir
<br />13,
<br />Ir
<br />10,
<br />Ir
<br />to"
<br />it*
<br />Ir
<br />or
<br />6 1/2,
<br />1 (BOTTOM)
<br />Ir
<br />51
<br />Ir
<br />to 1/2"
<br />Ir
<br />7"
<br />1 13'
<br />7*
<br />7 1/215
<br />1/21
<br />ii;
<br />4 IA
<br />2 (TOP)
<br />13,
<br />B.
<br />13,
<br />1$'
<br />Ir
<br />e 1/2'
<br />Ir
<br />8 1/2*
<br />1/2-
<br />Ir
<br />5 1/2'
<br />i_(T6p5__
<br />13*
<br />1.
<br />la"
<br />13.
<br />ir
<br />19 1/21
<br />ir
<br />9 1/2
<br />10 1/217
<br />1/2
<br />13'
<br />6 1/2'
<br />2 (BOTTOM)
<br />ja*
<br />7 1/2"
<br />13^
<br />13*
<br />I-r
<br />10,
<br />Ir
<br />10"
<br />111
<br />Is-
<br />6 fA
<br />2 (BOTTOM)
<br />13"
<br />7-
<br />1 13-
<br />13-
<br />11-
<br />9 1/2
<br />13-
<br />" 1 A_
<br />101/2
<br />7 1/2
<br />13'
<br />a IA'
<br />3 (TOP)
<br />13'
<br />7 1/2'
<br />13'
<br />Ir
<br />13,
<br />10"
<br />13,
<br />to'
<br />it'
<br />a-
<br />13.
<br />8 1/2-
<br />3 Cw)
<br />-
<br />-
<br />112 11r,12
<br />1/2'
<br />6 1/�4-
<br />8 Ile
<br />12 1/2'
<br />6 I/r
<br />-
<br />-
<br />8 1/4"
<br />6 1/4'
<br />3 (1301TOM)
<br />-
<br />-
<br />P2 t/rII2
<br />1/2'
<br />6 Ile
<br />F 11,V
<br />12 11Y
<br />12 1/2'
<br />-
<br />-
<br />5 1/4"
<br />5 Ile
<br />3 (130TION)
<br />31
<br />1/2'
<br />r
<br />4-
<br />4 1/2'
<br />3-
<br />6 IA-
<br />3-
<br />4 CTOP)
<br />7 1/2-
<br />3'
<br />Ir
<br />15- -_
<br />7'
<br />4'
<br />4'
<br />4 1/2'
<br />3 IA`
<br />6 1/2*
<br />4'
<br />4 (TOP)
<br />a
<br />r
<br />13'
<br />7*
<br />1 13'
<br />1 1 r
<br />Y
<br />k7
<br />9 1/2'
<br />1 r
<br />9 Ile
<br />�Ilr
<br />13'
<br />6:
<br />5
<br />IF
<br />2-
<br />IA-
<br />13
<br />13
<br />Ir
<br />to
<br />I
<br />Ir
<br />7
<br />Ir
<br />1 13*
<br />12r
<br />9 1/2'
<br />IY
<br />0 1/2'
<br />10 llr
<br />7 1/2'
<br />13*
<br />JA�
<br />3 1/2'
<br />13'
<br />13,
<br />13.
<br />Ir
<br />IV
<br />13,
<br />0-
<br />1. LI/I 1
<br />LIA
<br />Is*
<br />I 'r
<br />S'
<br />1 13'
<br />110 1/2-
<br />I I.
<br />1 r
<br />r
<br />13"
<br />7-
<br />-
<br />7 1/2
<br />5 I/Z
<br />I r
<br />a_
<br />-
<br />13
<br />$4-
<br />9 1/2'
<br />ISr
<br />1/1]
<br />-
<br />1.,
<br />-
<br />18 1/4"16
<br />""
<br />ot '/..
<br />-
<br />_
<br />6 il�V
<br />6 t/4-j
<br />6 1/4",
<br />6 1/4'
<br />-
<br />6 1/4-16
<br />1/4-
<br />6 OIWT�-)i
<br />SEE SHEET I I FOR ANCHORS TYPE & SFACM FOR on WOOD Famme mxzox&
<br />MOMM MOW VACINUS NO MM" EDGE WTANDE ARE IND"TED, ON BIG WHEDULE FOR ILD
<br />LMS TIAN INDICATED ON SCHEDULE REDUCE ANCHOR SFACING fff "Ifty" SPACING SHOWN ON
<br />SCHMAX BY THE FOLLOWING FACTORS, FOR THIS OPERATION TO BE POSSIML REDUCED SPACING
<br />OBTAINED MIND IACTOR VIALL NOT BE LIMS THAN WRIAN SPACING IMOCATED MR CAN ANCHOR TYPE
<br />ON THIS SCHEDULE
<br />ANCHOR TYPE
<br />Iti"CON
<br />MINIMUM ANCHOR VAC114 (in.)
<br />3
<br />3
<br />3
<br />5
<br />2
<br />21/2
<br />M"NAM
<br />3
<br />3 tyr
<br />V
<br />3
<br />lIr
<br />NO,
<br />Mi,
<br />3 'Ir
<br />4
<br />AMA ON MONCE
<br />FACTOR
<br />*III
<br />�IAD-
<br />I'lloo
<br />ce
<br />GS ONLY AIM
<br />SZ W.E 'I FOR 1-. A.S...
<br />SPACIN ==f:&—
<br />DESIGN USED�
<br />(SEE SECTIONS & ALTERNATIVES ON SHEETS 13� 14� 15
<br />r MAX R-IA/13. R-2A/13. R-3A/K R-18I R-2B/131 R-30/14,
<br />D.W(J)' 1* MAL. *R-IIARI/15, R-2AW/IS� R-3AW/16. + R-181111/16, R-21fo R-38W,
<br />0 0 0 0 0 1
<br />nL'111� D' g
<br />w..
<br />1/4'
<br />VAX. G
<br />k". DOM LOAD
<br />MAIIQMUIM PAIRIEL
<br />LEMOITH
<br />40 PSF OR LESS
<br />"-a.
<br />* 40 PSF TO 50 PSF
<br />6'-2-
<br />* 50 PSF TO 60 PSF
<br />W-10,
<br />A MAX PANEL L04THS ARE ON Y VALID FOR INSTALLATIONS
<br />W1 SOLID SET ANCHORS & W 9 SPACER AT 12 1/2- OX.
<br />____F_r_ -7-7
<br />I I Rem LILA STORM PANEL
<br />i 1/4*101-20mol' S�& bows W'@
<br />(USE FOR PAND-
<br />Ovm -f-51)
<br />Y
<br />STURM PANEL
<br />1
<br />--- WJ
<br />LIFE SAFETY STORM PAP EL
<br />"4"11;2
<br />A, E,
<br />L
<br />T-_
<br />A_ -
<br />LOCATION 0 LIFE SAFM_--�_
<br />4_� 1 .0
<br />PANEL BOTTOM CORNERS I f . z I i
<br />RIGHT PANEL
<br />A/13� R-33A/14. R-1[0/13. R-38/14.
<br />-2AW/15. R-3AW/16. L*R-IOW/15, R-29W/15, R-39W/16.
<br />(SEE SWITION15 & ALTERNATIVES ON SHEETS 13, 14. 15 &16)--
<br />UEE SAFEa STORM PANEL a)_KLEYAjjW (t)
<br />REGULAR 2.647' SCALE 1/4--1
<br />STORM PANEL G� imom WUEY)
<br />LIFE SA;i4 PANEL q?A-
<br />EXIERIOR K"
<br />SECT104 A —A
<br />SCALE 1/4'-1'
<br />-------------
<br />PANELLENOTH
<br />8'-r 0 +40A -40.0 Ps.f.
<br />(W/ OVERLAP MO PANEL LENGTH BM
<br />'r-g* 0 +MO, -.34.0 p.J.
<br />(W/O OAXAP No Plum LENGTH wa)
<br />USE 2'-B* "� PANEL. LENGTH
<br />AY ALL MDL*t*M
<br />f INSIALLATMS ONLY VAUD FOR WIND
<br />SPEED UP TO 170 oll.pol.
<br />1/4* ;Ax GAP
<br />czall
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />FA
<br />_=..
<br />I VE;_7
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />4m ILWI Itiff
<br />�L'
<br />WNW—
<br />LL
<br />115.6, fm:
<br />20-175
<br />M. 1FS1 mm.
<br />DRAINNO N.,
<br />-9 . i 1
<br />MM 12 Of U
<br />INSTALLA11914 DETAILS
<br />FOR IJEE SAFETY
<br />PANEL.1d)
<br />INTO
<br />WOOD STRUCTURES
<br />7v" IT!.
<br />X111
<br />7
<br />NOOD HEADER
<br />X
<br />V
<br />X
<br />X
<br />X
<br />_;K� 9, O�C
<br />1/4'0 TAPCON
<br />_ACHOR 0 9" D.C.
<br />_=ORTAPCON
<br />2. O.C.
<br />_4�
<br />IL
<br />F-4)
<br />V,
<br />1/4*
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<br />MAX
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<br />6."GaQw," I
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<br />MASS g / - 1,---
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<br />'L
<br />DIX FOR fRNOL
<br />imomm Corti r-n I
<br />PANEL MLEANG'TH It I
<br />----I v W..
<br />CLASS
<br />1
<br />gl- PANEL LENGTH
<br />W..
<br />PANEL LENGTH
<br />(SEE ELEVATION
<br />ON SHT 12)
<br />PANEL L04GIN
<br />0
<br />�VAIIQN
<br />ON SHUT 121
<br />ON SHEET 12)
<br />ft
<br />I
<br />it
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<br />uh.
<br />2
<br />7
<br />L,
<br />14 TO GLASS.
<br />q) 40
<br />2-.4' WO9D
<br />PLATE
<br />0 12 M.
<br />41 NO,
<br />jj4'# TAMON
<br />ANCHOR 0 Ir 0.0, le q* O�C.
<br />REOUIRED
<br />O.C� Room
<br />41,
<br />W/ STUD
<br />S' StAQUERED Wl STUD
<br />I f
<br />REQUIRED
<br />_"/40 TAI.�
<br />r OC.
<br />2*.4' WOOD _j".41 wow
<br />y
<br />L16TE LATE
<br />REQUIRED REQUIRED
<br />ALTERMATI&L F-JAW
<br />j I
<br />0 REGULAR PANELS
<br />0 LIFPff& PANEL
<br />WALL MOLINTINGS
<br />rwm &M
<br />"twoN,,
<br />N. TI.. 7
<br />EN
<br />11IMPOSAWAAFEL
<br />WALL WOUNTINGS
<br />FLORIDA BUILDING CODE XNan High Vowfo2U Hu cone Zone),
<br />1. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATINGS (p I AND PANEL LENGTHS AS
<br />PER ELEVATION ON SHM 1z
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />7 am 1XI'm INC, 24 GAGE GALVANIZED STEEL STORM PANEL f1p.
<br />.4416 ORW Ron,
<br />STATE 4F- /T1 LTECO owc. N PRODUCTS. LW. 07/V/200
<br />GLOW PROTECTIO am�
<br />49011 SA 31 SOW
<br />MEMBERS TO BE SOUTHERN FINE No 2. W/ SPECIFIC
<br />DENSITY OF 0.55 OR EQUAL
<br />MOW,
<br />JTHONE-�
<br />TIL. =14
<br />FA;t (M4)0��7 20-175
<br />GRANNO _�
<br />SHM too OF to
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.s.f.) MD CORRESPONDING MAXIMUM ANCHOR SPACINra
<br />SCHEDULE FOR REQULAR STORM PANEL M INSIALLATIONS INIQ COKRETE A CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL I(]) INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAYL A.SLO.
<br />DES"
<br />PRESSURE
<br />RATING
<br />P;L
<br />VAXWUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN Ea
<br />PER SCHEDULE
<br />BELOW IF
<br />APP"
<br />70 Sm
<br />—
<br />PANEL
<br />LENGTH
<br />WAX. A.S,O�
<br />DESIGN
<br />PRESSURE
<br />(p J.
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.O.
<br />PER SCHEDULE
<br />BELOW
<br />APPIUCAIRE
<br />TO
<br />X
<br />MAXIMUM
<br />PAME1.
<br />LEMCM
<br />TAPOON
<br />SOUD-SV
<br />PANEUMATE
<br />I PANOLMAYE
<br />2AMAONAIUN
<br />CALK-91
<br />TAPOON
<br />S,,D-SET
<br />"A,
<br />To
<br />I PMELIIATE
<br />ZAMACNAJUNI
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<br />—
<br />10
<br />"I'm
<br />To
<br />=
<br />TO
<br />—
<br />OGIC'm
<br />10
<br />TO
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<br />TO
<br />=
<br />111
<br />ill
<br />-&-
<br />"'
<br />.
<br />OF THEM
<br />To
<br />'r
<br />CONCRETE
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<br />Ir
<br />I r
<br />13,
<br />11,
<br />Ir
<br />12*_
<br />13,
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<br />I (w)
<br />OR
<br />>+75, -75
<br />To
<br />.11%-Illims
<br />Ir
<br />51
<br />or
<br />Id 1/2'
<br />jr
<br />5 11r
<br />Ir
<br />6 llr
<br />7 jtn
<br />IlIr
<br />IY
<br />4 1/2-
<br />1 (W)
<br />OR
<br />LESS
<br />is,
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<br />Ir
<br />13,
<br />14,
<br />ir
<br />Ir
<br />Ir
<br />Ir
<br />32*
<br />ir
<br />10'
<br />1 (BOTTOM)
<br />13-
<br />a 1/2'
<br />13'
<br />13.
<br />Ir
<br />IF
<br />Ir
<br />v
<br />to*
<br />7 llr
<br />13,
<br />v
<br />1 (BOTTOM)
<br />13*
<br />ti-
<br />Ir
<br />13,
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13"
<br />to"
<br />2 (TOP)
<br />Ir
<br />r
<br />13'
<br />10 1/2"
<br />13'
<br />6 1/2*
<br />'/ 2
<br />J�/2
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<br />6 fIr
<br />7 1/2'
<br />5 I1;r
<br />13'
<br />4 1/2'
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<br />13,
<br />ll,
<br />13,
<br />13*
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<br />13'
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<br />i2r
<br />ir
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<br />ic'
<br />12 (BOTTOM)
<br />13,
<br />r
<br />121"
<br />is,
<br />13r
<br />9 7/2'
<br />13'
<br />9 IA`
<br />10 1/2'
<br />7 1/2'
<br />Ir
<br />6 1/2'
<br />2 (BOTTOM)
<br />15,
<br />it'
<br />ir
<br />13*
<br />13,
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<br />".
<br />13,
<br />Ir
<br />12,
<br />13,
<br />IW
<br />13 (TOP)
<br />Ir
<br />r
<br />Ir
<br />13,
<br />Ir
<br />9 1/2'
<br />1
<br />9 IA'
<br />10 1/2'
<br />7 IA`
<br />Ir
<br />Or-
<br />13 CWW)
<br />12 1/2-12
<br />IA7
<br />6 Ile
<br />6 Ile
<br />12 1/2"12
<br />11r
<br />-
<br />6 1/4-
<br />0 1/4-
<br />3 (WrTOM)
<br />-
<br />-
<br />/2'12
<br />1/2"
<br />6 1/4*
<br />6 1114V
<br />12 1/2'
<br />4 11C
<br />6 1
<br />/4-
<br />IF
<br />41.
<br />or
<br />6 1/2'
<br />7'
<br />r
<br />ot"
<br />4 IA`
<br />4 CIOPI
<br />71
<br />3'
<br />5 1/2'
<br />7'
<br />3 1/2*
<br />'A.
<br />I/V
<br />Ar
<br />1
<br />4 (TOP)
<br />w
<br />0*
<br />r
<br />4 (SOTMM)
<br />15 1/2"
<br />4 (BOTTOM)
<br />Ir
<br />ll,
<br />13"
<br />13,
<br />13'
<br />13"
<br />Ir
<br />13-
<br />13*
<br />12!'_
<br />13'
<br />To.
<br />s (Top)
<br />ir
<br />6 1/2*
<br />Ir
<br />13"
<br />Ir
<br />v
<br />Ir
<br />0'
<br />13.
<br />or
<br />3
<br />11
<br />13*
<br />13,
<br />Ir
<br />13'
<br />ir
<br />Ir
<br />13*
<br />'r
<br />I r
<br />1w
<br />5 (BOTTOM)
<br />Ir
<br />7'
<br />13
<br />Ir
<br />jr
<br />9 1/2*
<br />13
<br />9 IjV
<br />10 1/2"
<br />7 I1r
<br />13
<br />w
<br />5 imarTom)
<br />13,
<br />it'
<br />13,
<br />Ir
<br />I'r
<br />13'
<br />Ir
<br />Ir
<br />13'
<br />ir
<br />is,
<br />to,
<br />6 (TOP)
<br />13'
<br />10 1/2'
<br />Ir
<br />6 TIr
<br />J3"
<br />6 1/2'
<br />7 I1r
<br />5 llr
<br />13'
<br />r�
<br />4 1/2'
<br />6 (TOP)
<br />-
<br />6 1/4-
<br />a 1/4-
<br />8 1/4-
<br />8 111V
<br />6 1 4*
<br />6 1/4,
<br />6 (sam-)
<br />1 1/4'
<br />1 Ile
<br />1 1/4'
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<br />6 1/1'
<br />6 1111'
<br />6114'
<br />6 1/4'
<br />6 WITT-)
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<br />7 1/Z'
<br />Ir
<br />13,
<br />Ir
<br />IV
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<br />to,
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<br />I (TOP)
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<br />13,
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<br />13'
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<br />—
<br />6 1/2'
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<br />3'
<br />9 1/2'
<br />10 1/2"
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<br />6 1/2'
<br />2 (8011011)
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<br />7'
<br />ir
<br />13*
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<br />9 1/2'
<br />13'
<br />9 1/2'
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<br />6'
<br />Lqn_
<br />L2 I/r
<br />12 1/2'
<br />6 1/4�
<br />8 1/4'112
<br />IA`
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<br />-
<br />1
<br />6 1/4�
<br />8 1/4-13
<br />(BOTTOM)
<br />12 1/2'112
<br />1/2'
<br />6 1/4-
<br />1, 1/4-
<br />12 172
<br />F
<br />6 I/v
<br />-
<br />-
<br />6 1/4-
<br />6 1/4-
<br />3 (BOTTOM)
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<br />14 (BOTTOM)
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<br />-
<br />5 1/2*
<br />7'
<br />4 (BOTTOM)
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<br />21
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<br />37
<br />10 1/2*
<br />13'
<br />10 1/2*
<br />21 Ir
<br />S'
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<br />13'
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<br />—
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<br />11
<br />13,
<br />9,
<br />too
<br />"I"
<br />it 21��
<br />D_
<br />41
<br />, , _.
<br />13'
<br />10 1/2
<br />I__
<br />13-
<br />1
<br />±1/4
<br />10 1/2
<br />1;
<br />J/2
<br />13,
<br />Ir
<br />7.
<br />Ir
<br />I
<br />a-
<br />9 1,f2'
<br />TO 1/2*
<br />37/�
<br />Ir
<br />17 I/ef
<br />11,
<br />13-
<br />Ir
<br />I. I/
<br />11 1
<br />737-
<br />Ir
<br />v
<br />1 3'
<br />IA*
<br />1
<br />13'
<br />5 i/v
<br />7 _2',
<br />1
<br />13"
<br />4 1/2'
<br />6 (TOP)
<br />16 1/4'1
<br />1
<br />6 1/4'1
<br />-
<br />16 114,
<br />6 Ile.
<br />6 (Eam..)
<br />SEE SHEET it FOR ANCHORS TYK R, VACING MR INSIALtATOM INTO WOW FRAME &AMC&
<br />�MM ANCHOR SPACW= AM MhWW WOE OBTIANCE ARE WCKTEO ON INS SOMALE. FOR E.M
<br />LM THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPACING W WAXIMY11113 SPACING SHOW ON
<br />SCHEDULE: my THE FOLLOWING rACTOW FOR Tm 01,010310" TO BE POSSIBLE. REDUCED SWING
<br />091ADIED LF!"M AACM SHALL NOT IN LEM THAN MNI SPACM 11411CATIOD FOR EAW MOM TYPE
<br />ON THIS SCIIEDUUE
<br />ANCHOR TM
<br />Rolue-ar,
<br />-ummum ANCHOR SPACING 01)
<br />- _3
<br />i 3
<br />s
<br />2 I1r
<br />21/2
<br />omm 0.4
<br />34 3 'Ir
<br />I r
<br />3
<br />1 3 'jr
<br />3
<br />1 - - 11LACK
<br />3 1 11r
<br />1 3 'Ir
<br />-
<br />4
<br />ACIUM. MM awma px�
<br />FACTOR
<br />78
<br />3 1��
<br />.w
<br />ait-
<br />SPACINGS ONLY VAM *a SIPAM (P is USED III FOR MAJX A-S.D.
<br />DESIGN LOADS & MAIL PAI41 LENGTHS . S�x rg USED.
<br />0
<br />I' Mhl�
<br />Ile
<br />I -C u.
<br />� PANEL ILI
<br />i (SEE ELD
<br />I ON SHEE
<br />11A
<br />7 L
<br />,r*ED CONCRETE OR
<br />EILDC. REQUIRED.
<br />"_AA s
<br />JR NEL&
<br />REGULAR 0A� 2 Uft&!"NEL
<br />WALL MOUNTINGS
<br />SCALE 3/8-1"
<br />TABLE J1 A
<br />A.S.D. DESIGN LOAD
<br />MAAMIUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO SO PSF
<br />51-10,
<br />A MAX PANEL LENGTHS ARE ONgY VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W SPACER AT 12 1/2- O.C.
<br />INSTALW19H DETAILS FOR LIEE SAFEa PANEL
<br />IM EOURED CONCRETE QR CONCREIE SOCK STRUCIURES
<br />114'0 TAPCON___ _fMMURED 1/4-0 TAN
<br />C
<br />ANCHOR 0 r D.C. I I OR ANCHOR 0
<br />JERM 0
<br />XMION
<br />E'r 12)
<br />It TO GLASS.
<br />SEE SHEETS 10 A, $6 MR ANCHORS
<br />ANCHOR rm
<br />TM A SPACING FOR INSTALLATIONS UnG
<br />Room
<br />mommmo. MCI" WAD" 00
<br />WOOD "B"W" BAUG`NML
<br />MOULW ANCHOR SPACINGS AND MWM"
<br />joNu, 00
<br />3
<br />EDGE DISTANCE ME "O'C"E" ON Tin
<br />SCREGUM FOR F 0. LESS INAN INDOXTED
<br />ON SCHEDULE REDUCE ANCHOR SPACING
<br />C-6 woolk 04
<br />3
<br />BY
<br />SCHEDULE 8, THE FOULOWIND FACTORS
<br />AmulLawalmorm
<br />FACM
<br />Ul
<br />" Tom OPERAT" TO BE POSSM�L
<br />ROWED VACING ommm um
<br />FACTOR SWULL NOT BE LESS THAN
<br />m
<br />MINIM SPACING INDICATED FOR EACH
<br />ANCHOR TYPE ON THIS SCHEDULE.
<br />'L' MAX,
<br />PANEL LENGTH
<br />(SEC 0AVATION
<br />ON SHEET 12)
<br />"L' MAX.
<br />PANEL LENGTH
<br />(SEE ELFVATM
<br />ON SHEET 12)
<br />ED _j E,
<br />ED ED
<br />GO.
<br />1/4's TAPOON t:114'# TAPCON
<br />0 91 D.C. a V* O.C.
<br />i E)ITSTING POURED CONCRETE OR RED CONCRETE GR
<br />__MNCREFE BLOCK REQUIRED. -MMOLOCR REOURREII.
<br />smQ&.fi__2A
<br />.0 INUOUAR_P�15 0 lHiMNEL
<br />WALL MOUNTINIGS
<br />SCALE 3/8-1-
<br />INSIALLATION DEIAILj FOR LIFE SAFE11 PA
<br />IbITO WOOD STRUCTURES
<br />2,
<br />CID HEADER
<br />LINED
<br />O.C. O.C.
<br />A
<br />X/
<br />2. /4' 1/4'
<br />MAIL
<br />Nir.
<br />Exit
<br />GLASS
<br />it
<br />At—
<br />"L MAX. PANEL MAX.
<br />PANEL LENGTH (SEE LENGTH
<br />ELEVATION
<br />(SEE ELEVATION ON SHEET 12)
<br />ON SH�V 12)
<br />It r min.
<br />r—TO
<br />v if
<br />I LA
<br />A- -AT
<br />CIO.
<br />L
<br />2-.,r Woo&_ 2*.4' WOW
<br />PLATE PLATE
<br />REQUIRED N
<br />Pmruwc PLUS REQUIRED 1/4'0 PANELMATE PLUS
<br />R 0 12 1/2" D.C. ANCHOR 0 12 1/2' D.C.
<br />T
<br />A
<br />PA EL
<br />WALL WOUNITINGS
<br />SCALE 3/8
<br />.44167 FLORIDA BUILDING CODE (Nolm Nigh Velocity Hut onti Zone),
<br />0m. 111171 lourom tom 24 GAGE GALVANIZED STEEL STORM PANEL FA
<br />z OPAW eft
<br />1 . INSTALLATION ARE ONLY VAUD FOR MAX. &S.O. 1? STATE Of
<br />DESIGN PRESSURE RATINGS (p,s.f) AND PANEL �'4 0 A ON PRODUCTS. U.C.
<br />LE14GTHS AS PEIR ELEVATION ON SHEET 12. Z. IILIECOINC GLOBAL PROTECTI -- DOL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD m_ 49M S.W. 5 2111127
<br />so.-Jow— Domr fl, =4
<br />Nff 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECJFIC H-mmit —:(W— `� �- 0$4)u�7m. bm. (000"m
<br />DENSITY OF O�55 OR EQUAL wAwQ W.
<br />Q)
<br />U)
<br />-0
<br />>
<br />0
<br />-c=
<br />0
<br />q)
<br />CL
<br />0
<br />0
<br />0)0
<br />Cl)
<br />C
<br />(1)
<br />=3
<br />-0
<br />0
<br />0
<br />m
<br />U)
<br />0
<br />0
<br />0
<br />0
<br />>
<br />U)
<br />-0
<br />w
<br />cmn
<br />E
<br />-
<br />2
<br />!E
<br />�—
<br />_0
<br />-0—
<br />. C:
<br />z
<br />z
<br />w
<br />mi
<br />Q) _r_
<br />C*-i > .4., C)
<br />0 r— 0
<br />C= L_ 10
<br />C%j CL u ((,
<br />OL. M " <
<br />m LL
<br />-0
<br />M C:) `0
<br />-a IN J"
<br />a) a)
<br />a)
<br />co
<br />< 0
<br />0
<br />�: 4; m
<br />w 0 L)
<br />< -- C- o
<br />> 113
<br />OL > =
<br />ry Q) a
<br />E
<br />M 0 0
<br />:3 C () -
<br />:5 m
<br />> F
<br />L 0
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<br />L.
<br />(D
<br />(D
<br />C/)
<br />=3
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<br />CIO
<br />OL
<br />C/)
<br />uj
<br />z
<br />z
<br />SHEET NO.
<br />SH 1.4_
<br />
|