|
END CLOSURES DEJARILS`OR INSTA}_LAT10N IN POURED_ CONCRETE.
<br />CONCRETE BLACK .ORR W000 STRUQTUREs- VAWD FOR REGULAR, LIFE
<br />SAFETY A E-Z HANG STORM PANEL MI SYSTEMS
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<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D_{PLAN)
<br />SCALE 1/4`=7` SCALE I/e=1` SCALE 1/4'-1` SCALE t/4-l'
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<br />9WD-SEA` OR CAK-IN
<br />OR ELCD PARELAWE
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<br />• ' al"Sr +. •J •lJ OR Cax TE ALE`'` TOP, BOtmM A s PArEfA9.tE Pu16
<br />-- DARN' PANEL �' CONCRETC @LOC1c YAAIES� ® AF! RYiE /PNIC/al.E iDC WOOD SDM OF OPINIONS 5Q1EWAE DN ff R,
<br />T OVERLAP BEYOND re WOOD FR4L5 5 IAet L�1
<br />_
<br />.. PDtPSED OD14m TE C0HCR6TE RwUIRED -
<br />4PENiNO WIDTH) K= OR 244' WOW FRAME
<br />34 4+61
<br />wf INGiDMD P
<br />1•Y ,(2) OR4 VF"A
<br />VARIES r Y.1 ALLt
<br />S FRET NwJa4S P/gAMtt 1G
<br />M^a_ O 1AAU, (t4YOt W Etc PAE7W
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<br />% - BA DISTANCE ��a i
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<br />Ns Y'A11a A r(t�"AYE CASE .PLANT
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<br />No. NOISY 2 SURFACE UVE9. VARIATIONS WITHIN 31C
<br />FLORIDA BUIIDLNG CODE Non NI h. V6ioe11 Nlrrjcome ..Zone
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<br />E N) CASE F (PLAN) waM 11SEco AND, F,F
<br />---, z �. • GAGE VAIDPED STEEL STORM PANEL
<br />SCALE 74`-1:" SCALE 1. 4'-I` 44, own W.
<br />GLOBAL PROTECTION PRODUCTS, LLC,
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<br />ILQ tMn.
<br />H#R'yL TRI.Y 7EST8/9 # MG COMPANY I600 tvax, SW. 51 STREET
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<br />J1a_ D� M4Me ali'.t6A.. PIIaIFz (W4)00-7546,. FAIL (m4)M*-$797
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<br />P.L SFid,�NA711i4;/W1E CA••OOCa7fe #
<br />YMLTO7 A A^" P,E. 'T' SLICED 6 W 16
<br />MAXIMUM A.S.O. DESIGN PRESJURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SUCING
<br />SCHEDULE FOR REGULAR STQRN eANEL { INSTALLABONS INTO WOOD SMUCTURES
<br />(VALID ONLY FOR PANEL (IDINSTALLATIONS AS PER ALTERNATIVES 1W THRU 41N, ON SHEETS 5 & 7)
<br />AW. A.S.D.
<br />DESIGN :.
<br />PRATING RESSURE
<br />- MAXIMUM ANCHORS SPACING FOR F D. - AS SHOWN ON SHEETS 6 & 7
<br />APPLICABLE
<br />TO
<br />ALTERNATIM
<br />NATIONj.
<br />. THEM
<br />MAXIMUM
<br />PANEL
<br />GTH
<br />00
<br />TAPCON
<br />NAG SCREW
<br />P•�)MATE
<br />FEMALE 10
<br />PANELMATE
<br />PLUS
<br />WOW www
<br />13"
<br />IT
<br />IT
<br />137
<br />IT
<br />1W
<br />f <
<br />3
<br />/ S"
<br />13'
<br />Y "u'
<br />1T
<br />1Y (80i(OM)
<br />6 1/2'
<br />8 1/e
<br />6. 1/2•
<br />a 1/2"
<br />5 1/2'
<br />m
<br />-
<br />-
<br />6 1/4'
<br />12 1/2-
<br />6 Ile
<br />($OTT.•)
<br />V_e
<br />Ir
<br />-
<br />(TOP)
<br />OR
<br />LESS
<br />8'
<br />a"
<br />8`
<br />(BOTTOM)
<br />1 '
<br />3
<br />- '1T
<br />I3"
<br />IT
<br />IT
<br />(1aP) .
<br />•I�3' � �
<br />LEM
<br />13"
<br />93`
<br />73`
<br />i3'
<br />13"
<br />W (aDTTCM
<br />13'
<br />IT
<br />IT
<br />13,
<br />8 1/2-
<br />W (TOE)
<br />13'
<br />13'
<br />IT
<br />IT
<br />8`
<br />IW (BOTTOM)
<br />6 1/2-
<br />6 1/2"
<br />6 1/2'
<br />6 1!2
<br />6 1/2'
<br />2W (fiT)
<br />-
<br />6 1/4'
<br />12 1/2'
<br />a 1/Y
<br />2W (SORT.)
<br />>3'-0'
<br />4 1/2'
<br />e
<br />6 7/2"
<br />a 1/2,
<br />(w):
<br />7 �_.,p
<br />4 1/2'
<br />4 1/2"
<br />r
<br />7"
<br />-
<br />3W (1 omko
<br />10 1/2'
<br />B 1/2'
<br />12'
<br />12'
<br />e
<br />4W (W)
<br />,3"
<br />IT
<br />IT
<br />13"
<br />8 1/2'
<br />4W OWITOM)
<br />• SEE TABLE $1 FOR W. A.S.D. DESIGN NU14DS & MAX PANEL LENGTHS WHEN SPACER @ IS
<br />USED. CORRESPONDXNG ONLY To ALTERNATE 2W ON SHE r fi
<br />MAK A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />MAXIMUM ANCHORS SAACNNG FOR ED, - AS SHOWN ON SHEETS 6 At 7
<br />APPLICABLE.
<br />10 AJDWTW
<br />T:dMB6M
<br />OF IYiEM
<br />010
<br />PANEL
<br />LENGTH
<br />(N')
<br />TAPCON
<br />ICI, SCREW
<br />PANELMATE
<br />FEMALE 1D
<br />PANEWATE
<br />T3A15
<br />WOOD BUSHING
<br />-
<br />1T
<br />IT
<br />I3"
<br />IT
<br />IT' ....
<br />IW (TOP
<br />13'
<br />IT
<br />tT
<br />IT
<br />a"
<br />IW t801Tw
<br />a Ile
<br />6 1/2'
<br />a I/2'
<br />6 1/2"
<br />a l/2"
<br />(119
<br />0 1/4
<br />12 1/2'
<br />1 It 1/4"
<br />2W(BOn.•)
<br />3'I-V
<br />T
<br />7 1/2'
<br />B"
<br />8'
<br />-
<br />(TaP9
<br />LESS
<br />71 /2
<br />E'
<br />S'
<br />a'
<br />3W (BO9TWe)
<br />7
<br />13,
<br />..E3"
<br />IT
<br />Ir
<br />Ott )
<br />+, -48
<br />f75T -75
<br />13'..
<br />IT
<br />13"
<br />13'
<br />4W (BOTTOM
<br />13'
<br />IT
<br />13•
<br />IT
<br />to,
<br />TW
<br />13,
<br />1T
<br />13"
<br />IT
<br />6 1/47
<br />EW (BOTTOM)
<br />6 1/2"
<br />6 1/2"
<br />5 1/2'
<br />6 1/2'
<br />6 1/2"
<br />2W (TOP)
<br />-
<br />-
<br />e t/4
<br />1 12 1/2•
<br />a Ile
<br />Ill Oxm-)
<br />>5•TO -a"
<br />4 I/2"
<br />5'
<br />1 7 1/2"
<br />1 7 1/2"
<br />1
<br />3W (Top)
<br />7 S
<br />5'
<br />5 1/2'
<br />1 6"
<br />a,
<br />-
<br />w (II(MON)
<br />13'
<br />12" -..
<br />13'
<br />IT
<br />S 1/2'
<br />4W TIOP)
<br />11*
<br />13
<br />tT1
<br />13'
<br />1O'
<br />4W (BOTI7M)
<br />+ SEE TABLE d1 FOR MAT(, A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON. MEET 6
<br />A.S.D. DESIGN LOAD
<br />PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />W-E!"
<br />> 40 PSF TO 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/ PANEL MATE iD DR PANEL MATE PLUS
<br />ANCHORS & W/'SP,�6RIFQZ^ 1/2 O.C,
<br />(VAUD ONLY FOR PANEL 0 INSTALLATIONS AS PER SECTIONS 1 THRU 5, ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />ARE
<br />RATING
<br />(pA.f,)
<br />MAXIMUM ANCHORS SPACING FOR M" ED. PER SCHEDULE BELOW
<br />$
<br />il:Nl
<br />MAXIMUM
<br />P 1i
<br />(Jf.)
<br />MAX. AS,D:
<br />DESIGNfEMAL.E
<br />PRESSSU�RE
<br />(FA'T')
<br />: 44O04R9d +V4L4#Rfi SPACIN(F 1-0R MW ED, PER BOHEDtIEE EEIAYI
<br />�
<br />#
<br />AtA%IMUM
<br />EL
<br />LENGTH
<br />LI
<br />(tL)
<br />TAPE:ON
<br />SCUD -SET
<br />��o
<br />PANELMATETE I
<br />pLilS
<br />ZAMAC-HATCH
<br />fiXK-..lN
<br />TAKON
<br />sow -so
<br />-CELM4a
<br />PLUS
<br />ZAMAC-NNUN
<br />CKM-IN
<br />ro
<br />m
<br />pONapB
<br />m
<br />Oe's
<br />m
<br />- fi
<br />mIT
<br />m
<br />t0
<br />p01p1E1i
<br />.:
<br />LDyDRaHE
<br />m
<br />-
<br />OF THEM
<br />+ l7R 45
<br />LESS
<br />i3'
<br />13"
<br />13'
<br />1T
<br />13`
<br />1T
<br />1T
<br />T3'
<br />7T
<br />1T
<br />1T
<br />t (HOP}
<br />6.�.
<br />OR
<br />LESS
<br />� 45
<br />4es, -65
<br />L—ff-
<br />1 '
<br />3
<br />13"
<br />73'
<br />13'
<br />t3"
<br />1 T
<br />3 S'
<br />T3"
<br />1T
<br />17'
<br />7 3"
<br />it //?
<br />€ )
<br />6,-b,
<br />LXi
<br />1�
<br />1T
<br />13,
<br />13, :
<br />it
<br />IV
<br />IT
<br />13"
<br />131
<br />13,
<br />IT
<br />is.
<br />1 MOTmm).
<br />: IT
<br />IT..
<br />13•
<br />IT
<br />1T
<br />IT
<br />1T
<br />13,
<br />IT
<br />IT
<br />IT
<br />ti 1/2
<br />1 (RaTTOM)
<br />IT
<br />13`
<br />13`
<br />iT
<br />13,
<br />IT
<br />IT
<br />IT'
<br />is,
<br />13`
<br />IT
<br />2 (ATOP)
<br />IT
<br />IT
<br />13"
<br />13'
<br />IT
<br />13,
<br />IT
<br />tr
<br />13,
<br />IT
<br />IT '
<br />11 1/d
<br />2 (EDP)
<br />1T
<br />IT
<br />tT
<br />IT
<br />IS
<br />is,
<br />IT
<br />IT
<br />F
<br />73`
<br />43'
<br />i3'
<br />2 (BonOM)
<br />13•
<br />1T
<br />1T
<br />13'
<br />1T
<br />l3' -
<br />13"
<br />13,
<br />IT
<br />13-
<br />IT
<br />It IJI
<br />2 (BOTTOM)
<br />iT
<br />t3'
<br />IT
<br />/3'
<br />13`
<br />1T-
<br />13•
<br />13"
<br />13`
<br />t3`
<br />13`
<br />(�}
<br />13"
<br />13'
<br />13'
<br />13`
<br />_ 13"
<br />t3'
<br />t3'
<br />IS'
<br />IT
<br />: 13`
<br />1T
<br />it I
<br />3 (TOPI
<br />I(Y
<br />t2 fJ2.
<br />-
<br />T
<br />$ !4
<br />B 1/ Y
<br />D (BOTTOM)
<br />-
<br />1'
<br />2 /2
<br />1 1
<br />2 J2
<br />6 1 4'
<br />!
<br />6 5.4"
<br />/
<br />12 ' 4 /x
<br />2 1 /
<br />-
<br />-
<br />6 Ile
<br />/
<br />6 Ile
<br />/
<br />i (DOTIph
<br />s"
<br />8"
<br />a'
<br />Ir
<br />8"
<br />it
<br />8"
<br />M
<br />8'
<br />a"
<br />7 1/2'
<br />4 (TAP} _
<br />S`
<br />5 1/2-
<br />w
<br />w
<br />6
<br />6 1/2,
<br />e
<br />7 1/2,
<br />a'
<br />6'
<br />6'
<br />8'
<br />4 (TOP)
<br />b,
<br />..
<br />b•
<br />(Rowtauj
<br />1T
<br />1T
<br />IT
<br />IT
<br />is-
<br />13`
<br />13.
<br />1T
<br />IT
<br />13`
<br />ST
<br />7S
<br />(TOP} .
<br />13'
<br />73
<br />13"
<br />i3'
<br />13,
<br />TT
<br />IT
<br />13"
<br />IT _
<br />IT
<br />I1 1/2
<br />(TOP)
<br />133,
<br />?3•
<br />1T
<br />is'
<br />13"
<br />IT
<br />13,
<br />I '
<br />13'
<br />13'
<br />13`
<br />13`
<br />8 (BOTTOM)
<br />IT
<br />IT
<br />13"
<br />it
<br />i3'
<br />13•
<br />IT
<br />13,
<br />IT
<br />13'
<br />1Y
<br />it -1
<br />5 (IEDY1TJ11)
<br />13,
<br />IT
<br />13'
<br />t3'
<br />1T
<br />I3`
<br />13`
<br />IT
<br />IT
<br />1T
<br />13'
<br />IT
<br />6 (TOP)
<br />13'
<br />- IT
<br />13,
<br />13,
<br />IT
<br />1T
<br />IT
<br />IT
<br />13,
<br />t3"
<br />1T
<br />t
<br />-
<br />6 1/4".
<br />6 t!4
<br />6 1/4`
<br />5 1/4'
<br />-
<br />-
<br />-
<br />6 Ile
<br />0 1/4'
<br />6 SOYTA*)
<br />-
<br />-
<br />e 1/4`
<br />6 Ile e
<br />a 1/4'
<br />5 Ile
<br />-
<br />-
<br />-
<br />6 1/4•
<br />6 Ile
<br />leBOOT.'•)
<br />1T
<br />5"
<br />IT
<br />1a 1/2
<br />TT
<br />7"
<br />IT
<br />7"
<br />7 1/2
<br />$ t/2
<br />1T
<br />4 1/
<br />I:iTOP)
<br />>w-a*
<br />TO
<br />t!'-4'
<br />1T
<br />b'
<br />1T
<br />t3`
<br />13"
<br />8 t/2"
<br />T3'
<br />$ 1/2"
<br />9 1l2:..$
<br />1/2
<br />1T
<br />5 t/2'
<br />I (TOP)
<br />TO
<br />4'.-$•
<br />.
<br />1T
<br />7'
<br />tT
<br />13.
<br />13•
<br />9 1l2.
<br />1T
<br />9 112
<br />To t/2
<br />7 1/2
<br />t3'
<br />6'
<br />I (B0MW),
<br />13,
<br />7 I!2"
<br />IT
<br />13'
<br />IT
<br />to'
<br />IT
<br />10"
<br />11'
<br />a'
<br />IT
<br />6. I/2'
<br />I (BOTTOM).
<br />IT
<br />t S,
<br />IT
<br />to t/2"
<br />13'
<br />7' ...
<br />T3"
<br />7"
<br />7 112
<br />5 1/2
<br />IT
<br />4 W
<br />2 (70P}.-..
<br />13'
<br />e
<br />IT
<br />IT
<br />S3'
<br />13^..
<br />7'
<br />13•
<br />IT
<br />IT
<br />9 1/z::.
<br />IT
<br />9 1/2
<br />10 1/2
<br />7 112.
<br />IT
<br />6 1/2'
<br />2 (BOTTOM)
<br />IT
<br />I lIr
<br />. 73^
<br />1 IT
<br />IT
<br />to-
<br />I IT
<br />to"
<br />It'
<br />E"
<br />Ir
<br />6 1/2.
<br />2 (acT79B)
<br />Is,
<br />r
<br />13'
<br />13`
<br />1T
<br />9 Of
<br />IT
<br />9 1/2
<br />10 1/2
<br />7 1/2.
<br />1T.
<br />6-wS
<br />(Icier
<br />IT
<br />7 1/2'
<br />13`
<br />tT
<br />9T
<br />to'
<br />9T
<br />10`
<br />11'
<br />: 8'
<br />13"
<br />6 1/2"
<br />3 (FOP)
<br />12 I/2
<br />12 t/.
<br />6 t/4.
<br />6 Ile
<br />12 1/2'
<br />6 i/e
<br />6 Ile
<br />6 I/4
<br />3 (BOTTOM)
<br />-
<br />12 1/2.
<br />2 I
<br />6 I/4
<br />6 Ile
<br />12 t
<br />12 1/2
<br />-
<br />6 1/4`
<br />6 1/v
<br />3 (BOTTOM)
<br />7`
<br />3'
<br />8'
<br />S 1/2"
<br />7'
<br />3 9/2'
<br />$'
<br />4'
<br />1/2'
<br />T
<br />$ 1!2'
<br />]'
<br />(TOR}
<br />7 t/2'
<br />3'
<br />6'
<br />6'
<br />7"
<br />4'
<br />8"
<br />4'
<br />4 t/2'_
<br />3 1/2'
<br />8 1/2`
<br />3'
<br />; (T01')
<br />:5 1/2"
<br />^
<br />1 112'
<br />_'
<br />4 (80T'W
<br />6'
<br />-
<br />6'
<br />--
<br />5•
<br />-
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<br />-
<br />5 1/27
<br />-
<br />7 1/2' ..
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<br />4 (BOTfaM)
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<br />13,
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<br />9 Y r
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<br />9 I/Y
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<br />8 (TOP)
<br />13"
<br />'a 1/2"
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<br />13'
<br />IT
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<br />13,
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<br />13'
<br />6 1!Y
<br />5 (Top)
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<br />_7"
<br />13'
<br />13"
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<br />13`
<br />9 tJ2`,
<br />D 1/2.
<br />7 11Y
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<br />I/2'
<br />S (8OTT4N)'
<br />8 tJY
<br />3"
<br />f3"
<br />13`
<br />94'
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<br />11"
<br />9'
<br />T3'
<br />61/Y
<br />5 (1lorTaN)
<br />IT
<br />3'
<br />IT
<br />V. It.
<br />iT
<br />I
<br />13'
<br />7"
<br />7 J2'
<br />5 1/Z"
<br />1T
<br />4 1J2"
<br />8 (FOP} _
<br />a"
<br />IS,
<br />13"
<br />13"
<br />a tj2"
<br />$ t/2"
<br />-
<br />5 1/4'
<br />6 i/4`
<br />6 1/4`
<br />6 4/4"
<br />-
<br />-
<br />8 i!4.
<br />6 1/4`
<br />B (BOT .')
<br />6 1/4'
<br />B i/Y
<br />6 T/4`
<br />6 7 4"
<br />-
<br />-
<br />-
<br />SEE ORIET 11 FOR MCDM TYPE It SPAGM FOR MSTAU:ti" INTO WOOD MAX BULLOO .
<br />• WWOM ANOIOR SWDMOS AND WNIRSM EDGE OOPANCE ARE PIWATED ON TIM Sa1Eb1AE FOR to
<br />LESS TLAN Imbitum ON SCHEDULE REDUCE ANCHOR SPAONG 6y "IDPLY94 SPACING so" ON
<br />MIEOULE BY THE FT7LIAW#'12 FACTORS. FOR I" 4PERAT" 10 IK POSSOM RED SPACMO
<br />OBTAMED t3W FACTOR SHALL WT BE LESS DOW MOAMUM SPACMO "NCATED FOR EACH MOM TYPE
<br />W THIS SMEDUIL.
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<br />1/44
<br />If45N
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<br />1,
<br />3
<br />3
<br />3
<br />2 I(T
<br />2 v9
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<br />a 1JY
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<br />3 t/2'
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<br />31/2"
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<br />3 112
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<br />2 t/y
<br />millAIR
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<br />�' SPACIN3S ONLY VA 0 WIC( SPACER ® IS USED. SEE F9 1 FOR MAX A,S,D.
<br />DESIGN LOADS & M4X• PANEL LEJJOTHS WHEN SPACER rS USED•
<br />Q
<br />D.M..
<br />Ile
<br />MAX, G
<br />3"
<br />b.
<br />A.S.D. D4SION LOAD
<br />YAXM L#M AWOL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B"
<br />> 40 PSF TO 50 PSF
<br />W-2'
<br />> 50 PSF TO 80 PSF
<br />5'-Ie
<br />A MNG PANEL LENOTNS ARE ON
<br />VALID FOR INSTALLATIONSWl
<br />W/ SOLID SETT ANCHORS & III SPACER AT 12 1/2' O.C.
<br />6
<br />44T67Iw2a 16TOCD, IOC
<br />. � 24 GAGE GALVANIZED STEEL STORM PANEL
<br />7r s 11L I E C O w GLOBAL PROTECTION PRODUCTS, L L
<br />_ TIt4G # R♦ O WI,PANY 460tl slll 5i IDh t/ p 2r3 :.w . a.-YrAorwA.aal 44 33314
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<br />rWO
<br />M69IRRam- (S-0L4 -617
<br />------__ANG9DRS (SEE SECTIONS A ALTERNATIVES ON SHEM 13. 14. 1$ W15)- ---
<br />R-W13, R-2A/13, R-3A/tA R-10/13, R-20/13, R-30/Hi.
<br />R-LAW/154 R-2AW/15, R-3AW/16. R-18W/M R-213W/15, R-3BW/16.
<br />0 0 0 0 0
<br />0
<br />f
<br />t SI) RliW
<br />AA h1 PANEL
<br />1 4'Tx-2O%1" SS BOLTS VT. i
<br />(USE FOR PANEL LENGTH
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<br />'
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<br />W avow MO PANEL LENGTH BUT)
<br />r-- O 4 w o, -54.0 pa,T,
<br />(W/O ovoaAP MID PANEL LENGTH BOLA
<br />A
<br />I i» 21PANEL LENGTH
<br />--1 i ATT Ali MOUNTINGS
<br />t/2 I
<br />3 wx
<br />W1N0 NUT AT--„"-,f "10B
<br />LEFT PANEL.
<br />M WNIO NUT AT
<br />R14NT PANEL
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<br />3' RAX T INSTALLATIONS ONLY VAUD MR WINO
<br />I• wN.
<br />R-4/13, R-2A/13. R-3A/14.
<br />R-1B/13., R-28/13, R-M/141
<br />I` uw. SPEED UP To 110 m.p.h.
<br />R-SAW/15. R-20/15, R-5AW/E6.
<br />R-181A1/15, R-29W/19. R-38W/16.
<br />___..._.m.�...._—.`ANCHORS
<br />(SEE SECTIONS A, ALTERNAMPES ON SHEETS 13, 14, IS
<br />1/4" MAX OAP
<br />LIFE
<br />SAFETY STAR PANEL.(
<br />ELEVATfON (t)
<br />' REGULAR
<br />2. SCALE 1/4--l'
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<br />"a : * # s
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<br />y=`,t�•,• .4� tk cFo
<br />s�FAS�� �RIDh ,�N1s�.;,.`
<br />mlEoa HRc
<br />24 GAtiE GA(.YAN2FD STEEL STORM PALL
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<br />GLOBAL PROTECTION PRODUCTS, LLC,
<br />-
<br />i'N•
<br />..SCALE 1/e" I'
<br />43w S.W, $, STREET
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<br />20-179
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<br />(VAUD ONLY FOR PANELCD INSTALLATIONS AS PER SECTIONS 1 THRU S. ON SHEETS 4 & 5)
<br />MAX AS.D.
<br />DESIGNTO
<br />PRESSURE
<br />(PA.i.}
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MN E.D.
<br />PER SSE
<br />BELOW
<br />'���£
<br />O
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<br />LENANY i.GTH
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<br />MAX. A.S.D.
<br />DES"
<br />PRESSURE
<br />RATING
<br />(Pic)
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FUR FIR
<br />E.D.
<br />PER SCHEDULE
<br />BELOW
<br />APPLOT/BI.E
<br />#
<br />MAXIMUM
<br />SiA*4
<br />(M.)
<br />UPCON
<br />1IDUD-SET
<br />P
<br />FEMALE
<br />D
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<br />13'
<br />11
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<br />13
<br />13"
<br />i 3
<br />t3
<br />13
<br />43
<br />1T
<br />t0
<br />1
<br />SOR
<br />LABY
<br />♦7 _7S
<br />+7Tk-iTLa
<br />13
<br />51
<br />13
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<br />13
<br />6 1/2
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<br />7 1JY
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<br />13
<br />IT
<br />13
<br />13
<br />13
<br />12
<br />13
<br />10"
<br />I (73iRTaM)
<br />13
<br />it !2
<br />t3
<br />IT
<br />13
<br />9
<br />I3
<br />9
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<br />7 /2
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<br />13•
<br />5`
<br />13"
<br />10 ?
<br />13'
<br />8 1/2"
<br />13"
<br />6 t/2':
<br />7 1}2`
<br />3 1/2"
<br />l3`
<br />t 1j2"
<br />4 (TOP)
<br />IT
<br />11'
<br />IT
<br />13'
<br />13`
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<br />13'
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<br />73'
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<br />13•
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<br />1T
<br />9 1/2'
<br />13`
<br />9 //2'
<br />10 t fd'
<br />T 7/8'
<br />f3`
<br />5 I/2.
<br />2 (Barl4tEj
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<br />11'
<br />IT
<br />T `
<br />3
<br />s3'
<br />13•
<br />iJ'
<br />7 T
<br />t 3
<br />12'
<br />13`
<br />Itl '
<br />15`
<br />7`
<br />t3'
<br />IT
<br />13'
<br />9 i -
<br />/Y
<br />13
<br />9 1 2'
<br />/
<br />10 1 �t
<br />7 1 2'
<br />/
<br />I`
<br />3
<br />6•
<br />3 (mP)
<br />-
<br />-
<br />12 1/2
<br />IL!IT
<br />6 i/e
<br />6 Ile
<br />112 I/V
<br />12 T/2.
<br />-
<br />-
<br />6 1/e
<br />6 1/A'
<br />-
<br />2 ?J2
<br />2 1!2
<br />6 1/Y
<br />6 1(4`
<br />2 1/2
<br />6 1/e
<br />-
<br />-
<br />6 Ile
<br />6 114'
<br />3 (BOTTOM)6•S'
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<br />9
<br />6 I/x"
<br />7•
<br />5'
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<br />:4 1/2"...
<br />r
<br />6`
<br />5 1/2'
<br />7'
<br />3 1/2`
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<br />4'
<br />4 1/2'
<br />T
<br />6 1/2'
<br />2 t/2"
<br />4 6 )
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<br />it`
<br />IT
<br />13'
<br />IT
<br />13'
<br />IT
<br />13,
<br />IT
<br />IV
<br />is'' :
<br />10•
<br />IT
<br />6 Ile
<br />IT
<br />13'
<br />IT
<br />9'
<br />13'
<br />9`10,
<br />7 I/2'
<br />t3•
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<br />iT
<br />13'
<br />9 1/2-
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<br />10 t/2
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<br />6 1/Y
<br />7 1/2.
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<br />13'
<br />4 1/2'
<br />6 (TOP)
<br />6 1147
<br />:6 t/Y
<br />6 1 e
<br />6 1/4
<br />-
<br />-
<br />-
<br />-
<br />5 T/4
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<br />-
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<br />5 1/4•
<br />8 1/Y
<br />a 1/4•
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<br />6 I/Y
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<br />7 IJY
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<br />IT
<br />t3'
<br />13'
<br />9•
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<br />9'
<br />10•
<br />'7 1/2"
<br />13"
<br />6"
<br />I (90170M)
<br />T3`
<br />7 t/2•"
<br />IT
<br />13"
<br />IT
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<br />IT
<br />10"
<br />91'
<br />a•
<br />IT
<br />6 1/2'
<br />2 (Top)
<br />13•
<br />5'
<br />IT
<br />10 1!2
<br />IT
<br />6 1/2'
<br />13'
<br />5 1/2"
<br />7 1!2.
<br />5 1/2"
<br />13'
<br />4 1/2'
<br />2 LIM
<br />13'
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<br />IT
<br />10 7/2
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<br />10 1/2
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<br />8•
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<br />7'
<br />IT
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<br />1T
<br />9 1/2'
<br />13`
<br />9 1/2'
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<br />7 1/2'
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<br />6'
<br />3 ('EDP)
<br />12 I/
<br />2 1/2
<br />8 1/4`
<br />6 I/4'
<br />2 4/2.
<br />1 '
<br />64
<br />-
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<br />8 1/4-
<br />3 (BOTTOM)
<br />-
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<br />12 3/2
<br />6 1/4`
<br />6 1/4•
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<br />6 1/Y
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<br />6 lye
<br />6 1/4'
<br />3 (9aTI.)
<br />7 1/2,
<br />3 1/2'
<br />S'
<br />8'
<br />7 t/2'
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<br />8'
<br />4 112"
<br />5`
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<br />7'
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<br />3 I/2"
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<br />4'
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<br />3'
<br />6 1/2'
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<br />4 00Tw
<br />5`
<br />_
<br />6 1..
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<br />13'
<br />7 t x"
<br />13'
<br />13"
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<br />10 1J :
<br />_ 13'
<br />10 9/2..
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<br />13"
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<br />111
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<br />13` 17
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<br />13'
<br />t3"
<br />73'
<br />70 1l2.
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<br />7'
<br />13'
<br />13"
<br />13"
<br />9 1/2'
<br />13'
<br />9 I/Y'1D
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<br />7 11 2'
<br />13'
<br />6'
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<br />7 t/Y
<br />13'
<br />IT
<br />13`
<br />4 ij2
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<br />I3'
<br />7'
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<br />13"
<br />6 1/2'
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<br />7 t/x`
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<br />-6 I/4`
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<br />6 00TT,«
<br />'8FE SW 11 FOR UMMOR9 TPPE. * SWLMO FOR J6TAUNTIONS MID VOW MAW BUIMMIL
<br />I MIPULM MIDHDR WAGND9 AND MINIAN EDGE OSTANCE ARE I044EI3 M U45 S0ADIIIL MR 6,0
<br />LENS TI M INDICATED ON SOtEXALE Re9UC E ANO" SPACMG b1 WLTnWC SPAEMG SHOW ON
<br />ESIaatl.t eY THE FDl1CIFNU nwar f FOR THIS OPERADDN 70 aE POM%& RWJCED SPACFO
<br />INFLAMED LUC FACTOR SHALL NOT BE LESS THAN WMAN SPACING 6011114 D FOR EACN ANCHOR tYFE
<br />ON INS SCHEDULL
<br />ANONOR TAPE
<br />UK" ANCHOR SPACNG (th)
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<br />5
<br />3
<br />2 1/Y
<br />2112
<br />NINneJMm6E tki
<br />1
<br />3 I/x`
<br />3'
<br />3
<br />] I/2'
<br />d
<br />3 112
<br />3 'Ir
<br />ALILML SK 060MICF )
<br />FACTOR
<br />_.
<br />a SPACINGS ONLY VALID WHEN SPACER IS USED. SEE T� T FOR MAX A.SD.
<br />L1E�GYN LOADS &MAX, PMIEL LENGTH$ WHEN SPACER �'9 s USED.
<br />U
<br />i,&
<br />_
<br />AS,D. OEM LOAD
<br />MO MW PANEL
<br />LENWH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />W-1D"
<br />A MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C.
<br />,
<br />• • _ IS. • i A � � A a '� _� w E A ..
<br />ED R $ R
<br />WAL MOUNTINGS
<br />sGAtE 315-1"
<br />SET Ill"Em
<br />14R
<br />--1
<br />TYPE UADD O FOR ALLATWNS INTOAFIL"dgEL
<br />UPGON
<br />WOOD FRAME BUILDINGS.
<br />M"MUM AwixiR SPACUIGS NEC. MINIMUM
<br />WW7M. go" aeNutLo w
<br />S
<br />+y,,,�e,� � , 0W
<br />IMiJYNEW�) ,tvnmy iMerA 0n-)
<br />3
<br />EDGE DISTANCE ARE INDICATED ON.M
<br />SCHMW.F- AM L6. LESS THAN PaRC4Tm
<br />ON SCHEDULE REDUCE ANCHOR $W10I
<br />S
<br />BY uILnPLYN6 SPACMG snows I
<br />SCHEDULE' BY THE FaUAMM"C FACTOR.&
<br />ADIIWL iW 1a 0199W� go
<br />Rim
<br />I I/7'NoY
<br />MR THIS OPOINTON TO BE POZl1XL,
<br />REDLICF3T SPApN6 DRIMNED us"
<br />IRE USSR
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<br />..vim.
<br />ANctOR i7PE tNN TNAi SCHE9Ttm
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<br />l6L
<br />00STNG POURED CONCRETE OR E]fISTiNG le0URE4 CONCRETE OR
<br />_-CONCRETE BLOCK REOURE0, `-CONCRETE 84OCIt REOUM.
<br />$�� 0 LIFt�SAEE&RNEL
<br />WALL MOU1,11INGS
<br />UNJH,,_ SCALE 3/6-l'
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<br />INSIAUAII
<br />INSTALLATION MAIL$ FOR LIFE WETY PANEL (1) INSTALLATION DETAILS FOR UFE .SAEUX PANEL C1�} 0
<br />INTO POURED CONCRETE 0R CR B INTO WOOD STRUCTURES
<br />INTQ WOOD STRUCTURES
<br />1!4.6 TAPCONrsRNc PE#Lm6o - - _.._..
<br />r
<br />ANCHOR O B AC, r 3.. T E}IEI ANCFNJR O 8 O.C, a ;�ONCRLlE BLACK �'`�, `" '•,µ ,,•�` I
<br />W i V;OVCIRETE oR .+"' • WOOD NFJ.aE'R :• ,,,,t'f""-" FIFA " `" 1 ,-opR d ''• ,,^"� = D HEADER . I WLXXD HEADER
<br />"' 'RE • INE'bER "Y�qcn
<br />REQUIRED, REWIRED. �„r `.�f IXNNiE4 - U1RED r,", �at9 r „" M1 7LEOUIRED ,r ` '' I\ Ow'.
<br />�� t' 7 4'Y iMCON S 4"I TApCDN i' 1 4'M 7MHGDN - 1 1 4'I TAPCON f l { ! i L
<br />w i 1 4Y TA�FC4N ~ 1 4.6 TAP(AN
<br />i oR,0.9�"�jD.c t i S a 9' o c t I o �• a.e 0 9 oz.
<br />1/2" 7 w rl a' T i i t t W
<br />f. -- 'i r-4)
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<br />AwK 't N ' j ' �' / 1 3ce...__� iT� '1/4'
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<br />MAIL
<br />•� 1 � 1 t ', f I , � J � l I � � � I _ qM ,� ,_ i < ;` M1n.:, 1 ;�,�f 11 / M'in- � S '-- I ,' Tr`'fin.; f,i 1 cz
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<br />N 1 19Am INa T's7 Efa`sTLNGJI '' 1 EXISi1F !-T 'S"8 DAUB_ M,� , gT��p 9CLASS
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<br />1 CLASS N/_ .'.. — #--_ ""•W i .._-___._ T.�., - L4mE TIN ewa i o 1 1 0 ati a EX 11 Eh qy..._�_ Na i EX 1 cross�._ Exsn olxs -r �eOUSW== _ -V'=. -_
<br />1 9." uaY eU)
<br />- N... 'L MAX n _.,._.-_._.. GLASS A /` -- ( U L . , tawm O.a1 r-J7 N _r.. .. _._.. _I R ----': ' _._,. i -- nee avAi c1ASS
<br />_ PANEL LENGTH r -1-, a' PANEL itaNCTi ry ; 6 1 "L' MA%, R I 11 t t 1" MA%. w -'' 9 9' (SEE iYEYA71pNt -: (SEE ELEVATION .._. 1 7L.,_ - -t__ PANEL. LENGTH it --.--.. --- .____ - 'Y PAAU3. LENGTH j
<br />,qy r II 1 LA1CM oAW r-rt U i. 1 .._
<br />S--SEPAM , ON St9IF 12) N ,,_„�„j aN SHIP 12) jj - PANEL LENGTH p-_^_- Y. ON
<br />SHEE7At2jt. t 1' liLart. D-'--"- ( $ t SNEETA10 II 1 PANS. LEND?H U _ e I PANEL L LENGTH
<br />^
<br />A I £ Y_,. :....___._.. „,.., f SEE ELEVATION _...,__,; _--....... .. ...�_ ._.. ({ E1&V II (SEEEUE11 L _........__,._. �.� 1` MA%. > •. - _- 6 (SET ELEVATION 11i
<br />i ( R "-""i'" I '"__- ------ ,�. "7' 9 _'-�"' 3i N I � (SEE ELEVATION ON SHEET IJJ
<br />U TO 4lASS. u.-.._.", a 0--"'`"•"`--" _ - 7 aN *NFU:ET- i
<br />SHtFf 12) N I t r i 2) N I -_� -'�'- ON SHEET 12) tl
<br />I II 1. I et"""•.�" : N---SfPNU I I x-�`"".'—.,..�_ -•'�--� U I y
<br />'f!f 1 "f'• f f' I �. j Ij�-'-SEpAPATOH.._.. t Q n. i 111, N TO OLAS.i. ,..4._.. 1, 7,9�
<br />Nam-- 1PARW� v i .3 N i` On. I ',:/ .___�pp 1
<br />TO 6LA59. L N Tp iA/5S. f 9 I I N'—SEPARAT4DN- i n ro 1 N 1'
<br />i # 6'" I / I 4.2 4 Tit G1A55. j 4_:. _.(� a 11 I %--SEPARATION I U
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<br />04Nf,REIE OR i ,. CEfE OR. - - r i. • eR a/Y t . ti i ♦;., - L t _„. ... I 1 1
<br />CONCRETE 6LaaI .'Y "4 - REOU ETE OLOCN .N"-� mill.. F.a• '� - ..r {�. :.�= 1 °tY i I 4. a -..-.. :� _ .._.._.N__.....-._.( I ; t -. L :.,.-..,,,., -i' L_•--'"
<br />L D a REOUItEO. ) ,, �. to VVr`oc REOLAREA I WE1n,a71 � __.__ 9 ! ' I � .,, m ,) .,r -" I V2 ttc
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<br />Il at I E s s tR ea 2i4 it x i' _ta 4 d
<br />I. 4°J TAPCON '< ,.L ] 1 4`I TA9'CbpN 2'Y4' (.
<br />1/4`a pANFLMATE RSS ---.. ,, : !„ .: ^ _ t�O ApCCtY1. t d f _ « ?i t;- - _ ` •1-, t ., PLATE4TEPj,}II ANOtiaR O 9 Q.C.. 1, ,d 1. JJ $ 9 D.C. PLATE '�' , m woog
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<br />2TI/x" 0•C: ANCI#R (REY4N0) iQ L A ANEL :I - d ' O 9 O.G, }j iWD114R { °,...IE4SnJn , SAGRERFD W/ SnJn `"; i I p t ri• PiaUp6:D ``; i !{� "4#4'..REautREO L,.� 1✓it .,,1J4I PAPLMATE.US3/4 6 PARElAIA18 6M:US
<br />�r�INTIN ' ' '� ..O[NS d 1 'itR. WOOD 1 € �. I 1 x' I '� , j `# ANCHOR O 19 T,%2 D.C. I NLCHtIR O 12 1 O.C.
<br />SEE HEELS 1S A, t8 TOR maim TYPE KM WsDO FRUIT NUILDNOS.A 3PAaMo FOR - y __^^-. lv k ` � . � 1 7 1 i • j jY,., 3 [
<br />T€ LASE i ` 1 4IJ
<br />Wit" ILLAII tOlt N10rxo MM wIu DISTANCE
<br />seM.E 3/a-1' �`,:�.^^.« R�tAf n RECLNREn --'`!` ."-_- i 1 YI E , , I {) �� ��• lcn
<br />U. L■ L�
<br />ARE RANOUED ON T99 SCHIDULE. MR EO. LESS TMN ' r '
<br />JIMUTE9 ON WHEELILE PERIM ANCHOR SPA" BY
<br />EAA.IWLYMO sPAC9w S1OWR ON SCHEDULE BY HNCAfAW
<br />#Otd71W6NO FAC1Mm`. FGR "DIE 4POROION TD BE posse E..
<br />tuRrAD SpACMO O110041 G USMG FACTOR StVll Not BE •• "�''(' .�.- taw" a
<br />••:.ffls� INY ••
<br />KA
<br />Lass TINN1 WNNMIR gPACINo MMG7CD FIR EAST ANCHOR E� 1 LF`! ! r E"1 SUET
<br />lifE 4N 7Ha SCtWOUt& NtiM/111NM1NJAN
<br />+11 A T/ IAA W MOU NGS p A r1(t! 4qA
<br />1/4S 7/41 ,et6 NAACP „L(/j +• I.{, MOUNTING'S MNA .VIAL IIa m. ' NITNGS 33rc." •gM.NNa,A�✓'Tk
<br />AIcmm we - � • ✓Z+4. SLUE 3/8-1' - A T/ �� SCALE .3/8=1' /Q•"1'
<br />TAPmN s.* ..-`�CEN, '- •p s tiP L,CtT"aa a�+ •�CENd,F."• :,A ;� W
<br />• AXi1p" Svaw d d 3 ' i i L°LDRlDA BUILDING CODE Non Hf h ValDcl Nurrteone 2ona �1 ENS ' -� Z FLORIDA BUiLD1NG CODE Non Ni h V6IocD NE Falcons Zone �S r 441�T _ FLORIDA BUILDING CODE {Nan High Vebcl NMrrtcon6 ZoR 6 ME
<br />sRna.ta 6n1 a ' 24 GAGE GALVANIZED STEEL STORM PANEL Fr, lA1TE$ 44167 § AIIMNR nL1EDo pc 24 OA(i£ GALVANIZED STEP STORM PANEL F' $ * 4 _ P4Gw Itum 44C. V Ap. Q
<br />ma.nH. tMe a 3 1/2 s r ptNWN sr. r 1 ; * 1 ft STATE ()F 24 SAGE GAL ANRED STEEL STORM PANEL �.,
<br />AL11ML &IE 11oBK4 6"� FAOWN STATE ( : ¢ , r.,'�-,..� ,.,�„�;, 1. 1NSTAlURE R ARE ONLY VALID FOR A.S.D.DESIGN B * 1I ; : Z
<br />`'. DESIGN PRESSURE RATINGS a,t AND PANEL % • F
<br />In PRESSURE RATINGS (P.st) AND PANEL LENGTHS AS * • - 1 ,»/Er/xallo a 2+ g.
<br />. --�'-'�"- ..... t. 1N&T}11.LATEON ARE ONLY VALID FOR MAX. A.S.A. ?e 4y � ,�--_.., r.�...�.M
<br />l,s - �sEfl�, ORIOT,•• !L COIra. GLOBAL PROTECTION PRODUCES. LLC. wu PER ELEVATION ON SHFEf 12. Sa'•, STATE t1(.IEICOIbe. GLOBAL PROTECTION PRODUCTS, LLC4 G71a !P } y©N t�R —� I CQ99Ee. GLOBAL PROTECTION PRODUCTS. LLC" �p1E
<br />- 4600 tt,W at s1T�T 2. FOR NEW WOOD CONSTRUCTION; WOOD $ i3 •. '� Gem sit, st 61R57 IiNNGTHS AS PER ELEVATION ON SHEET 12. Zy l: 4aC0 s.W. n tnt�1
<br />x 1y oaf - syA tHtur a 1WT 1ES7Bi0 t A' +5 1TNAl "
<br />"`-- /ONAL �• I "► Aa. •, >•, xm. aaarr ewor, n. v,- oW�6, n a3a14 20-175 MEMBERS TO BE SOUTHERN PINE No i. W/ SPECIFIC �iE'` . AZt)R1A Yar. 14n. >M aca, lYo„A II1®q n aa1s aM4R. FL aa3,a 2D-175 2. FOR NEW W000 FRAME CONSTRUCTION: WOOD ey l 4 f�✓' HwA 1: tm R40MA n x1""Y,. DWI[, iT_ =14 Z
<br />RN41 M4d4d «4.- tHNM qa ,� v,-.q1, pf+a•e ta't4kNI-x6e6, rAr: (9s+Me9 •s7n J,` w.»:. Teo. "o1-,mo.t... T-srm-Iz, FNpm 0509r7a46. FAIL 615g4eI-am MEMBERS TO BE SOUTHERN PINE No 2. Wf SPECIFIC ANN11gg1MtM� tr a«.., n,-wo. F.:SM6 m-w, penNe 034wa-Tsw'Ax, (mamma -am 20-175
<br />Ow~ w: DENSITY' OF 0.55 OR EQUAL. 4rN" • «..A M.,,a.As« fa►. �,� i,, «,:. ,�,.-, ORARMw Ha: �-+-saa+
<br />• oA-OoDmTia �A-. wN s. r.. IYa •-^ IWasFA A. Tun1.Nk:. P',L DENSITY 0.59 DR EQUAL A. iNu.,M, pa �- sa ,l. «7 «n-. .�-.. W .. maMMN N1- Q
<br />RE, 1E p-m06T19
<br />NINNN 1.TE : n•,a a : efnE7 t6 ON is '
<br />t : : MWSI /6 OF' 4I
<br />]. t 2" p.E. SPAlJ91OPMTLMEfoYTE'. WAUgA, NWT Jr.0 FL 1 : 4Y-14e
<br />- � 611FE1 t4 a'ie 4a1 : a ^
<br />SHEET NO.
<br />S H 1.4
<br />-1--- 75,
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