|
IF
<br />SA= & E-Z HANG STORM PAN EL (SYSTEM5
<br />_. --lit 1
<br />r9
<br />�/,
<br />�' I,... " 4 ,® 0 Q OR OR
<br />1"49:11
<br />`VARES I r Ate, 2"1N` W000 t1tN/E Y : 3" 4 .BiJ' JtIXI M-ta ' `<:
<br />11-mil ® $ flEDUIRm 6D61-T11 ALLAY CANE. ALWL
<br />5` ANGLE WITH IN . t 3/4' 1
<br />'•
<br />L �'�F''I"1a ,�.-? //2":x - TAPDQH 0 12 O,F j _.
<br />'- IIII MN. 2- I.
<br />POURED co"Co iE 4ONCRL-iE _
<br />BLOCK OR 2'a47 WOOD FRN,ff I POURED C9) --,t,F I I t/4'o a 1 7/4' TAPCON 2 1/2' 1 a: t
<br />CONCRETE MOCK (O
<br />Z. 7'x4' wO0D1'RIwE �-- pRi Aa7 l,H w 12' D.C. `, Y'm-.,. l;
<br />aEOUtaJ-"'W
<br />V
<br />1 14Yf AiNKE " f
<br />RFOINAPA f.. . £ 2t/4` OAP..
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<br />x44e 134 _ -1
<br />x... // " 1 '
<br />.. DN AWCT4OR 1
<br />771 TEIOLl1E NEC WaTTF]N4
<br />I 2' x:' x AIl3'
<br />Y o,F 11 VARIES2,* 1 YASx DD; LY1NF', +2.'*b.
<br />`' ,
<br />F)-
<br />5 LL7c Safi L <t- ,LanA. AAYs oil' 4 4'I A@0`31ad-RISE SHEETqq PlXXNfS CONCRETE, CONCAENE__ .-. - iR.CwAL .. aENT PATE :::., ( 1._MET ALUM .BLDCYL {a{ 2w4 woon F1M1iE.2` I.®I- -^-
<br />�'`
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<br />1
<br />CONT. At71M AW#iLE. Mia t 4
<br />MRx,
<br />P !DVT. -.4' . 4' . %
<br />0
<br />e 1W, O.C. 3�tO4-m-pAN� to +lLOY
<br />. 1
<br />w/3ACKNUT
<br />CASE A (PLAN} CASE B (PLAN) CASE C (PLAN) CASE D PLAN)
<br />SCALE 1/4'-1' SCALE 1/4--i- SCALE 1/4*.I* SCALE Ile-l"
<br />IN _ __ r g �{, FOIRiED CONCAEifs_. - Rail Ar `FUMA E ID AID
<br />�` f--4 ,(, 4) � O$ 1DltC'PD1E a= , : P, BnTmY Oi ; fAM�*!R£ PLUS
<br />tax POURED GD I 0021, 9' WOES OF oPaatG oN a.
<br />AAIEa ;�, {�.
<br />CONCRETE [DOD v I
<br />_ {MlM, PAt9EL .s •, (dy (7Lg PRIME RT.DUWYD t AS API4JCA91E to 6 tt)
<br />OViRIAP BEES•'itNO ILEati6tEC FRAME 8' MET, v a9.
<br />i OPENING W11STH) PDUflED rbNGR£TE. 1XNeCAETE .a, -. "", S .a ,g:. "
<br />' BLOCK DR 2k4' a000 FRAME .�,' ,1
<br />I..
<br />14 i`S{* "
<br />t I-
<br />I # VARIES 1 - , R., I { 3 } FIATµ%WoGES PAML l TO
<br />L ✓WALL
<br />5 Mom, 1 OICUR CUr END PANEL)
<br />X .r B.O. DMIA NC:E r -ts� ,a ® I iRAC1C
<br />I I (rP.y
<br />,
<br />If U w�O; " I
<br />y,Y} - ,.�, ,.-+ r e.:.. !/ m iKu r Pt M" "'HO N I N", Ar CASE 17 S P L.iA1N t
<br />0'7 SCALE 1T
<br />/ eN
<br />i wa-,NZ.I,. .........-
<br />ALID FOR DIRECT INSTALLATION
<br />ItR.ro. 4
<br />VCERTIFIED
<br />.Jr°
<br />� \kl IENSF•..
<br />PANEL INSTALLATION AT WALLS Ml8
<br />- No. 44167 = SURFACE LEVEL VAMATKINS WITMN 3/4'
<br />31F; * .,* FLORIDA BUILDING CODE (Nan High Wloatl Hurricane Zone
<br />CASE E (ELAN) CASE F�PLAN) _ '•, F r TLnAD AIC 24 GAGE GALVANIZED STEEL SiORN PANEL Fr
<br />aauTN W.
<br />s C.r'•LQR)i?�` •' + ''
<br />SCALE 1/4--l- SCALE 1/A•-,. _
<br />r/I, GLOM PROTECTION PRODUM, LLC.
<br />1L.�CO,NO.:
<br />�rrA!/y, HI�jM+ .f -,4.0 mIa k 3M
<br />DaPA4W-.613a20-175,
<br />.�w)
<br />N,{tlWPlit+6l PpgEajNii-76%.fA(9)19-6IT
<br />... .N 11GP1NC N.:
<br />Pit SFALISNO 1LAWA Ag4.. CA-OPDR719
<br />W2TR A :' tl R.L 61#C41 R iw 1Ati
<br />(VALID ONLY FOR PANEL 1�'}, INSTALLATIONS AS PER ALTERNATIVES I THRU 4111, ON SHEETS 5 & 9)
<br />M. ALSO,
<br />DESIGN
<br />PRESSURE
<br />RAT)IBC
<br />(A•..t,)
<br />MAXIMUM ANCHORS SPACING FOR ED.wPSSLOWN (N SHEYS a Jk7
<br />APPLICABLE
<br />lCA81E
<br />TO
<br />I
<br />CDArBt
<br />ATION OF
<br />PANEL
<br />PANEL
<br />714
<br />v
<br />(1T•)
<br />TAPCON
<br />LAG SCREW
<br />-.13,
<br />PANELMATE
<br />i£MtALE. ID
<br />PANWOTE
<br />PLUS
<br />WOOD BL NUT,
<br />13'
<br />13"
<br />13'
<br />13"
<br />iw (T0�
<br />1 3
<br />13`
<br />1 `
<br />3
<br />1 3'
<br />13'
<br />1N (BOTION)
<br />6 1/1'
<br />a ll2`
<br />a 1/2"
<br />6 1/2`
<br />a 1/2"
<br />pw mm
<br />-
<br />-
<br />I a 1/4'
<br />12 1/2"
<br />6 Ile
<br />12F (WIT'.)
<br />51-W
<br />OR
<br />-
<br />6'
<br />a"
<br />a
<br />e'
<br />(TOP)
<br />LESS
<br />B"
<br />9'
<br />8"
<br />8'
<br />_
<br />13# (BOITDIA)
<br />1 '
<br />3
<br /># "
<br />3
<br />73
<br />1 3
<br />13'
<br />(TOP )
<br />+45, -45
<br />OR
<br />LESS
<br />13'
<br />t3'
<br />T '
<br />S
<br />{BOTTOM)
<br />T3"
<br />t '
<br />3
<br />13
<br />13"
<br />t
<br />B 2
<br />!
<br />W oDP)
<br />13'
<br />7Ir13"
<br />3'
<br />Ir
<br />8'
<br />1N (4U'rta47)
<br />8 1/2`
<br />6 Ile
<br />6 1/2-
<br />a T,/2
<br />6 1/2'
<br />(TOP)
<br />-
<br />6 8'
<br />z 1 !2
<br />A A"
<br />B .
<br />W �Tr.•}
<br />> -
<br />5 D"
<br />TO
<br />4 /2
<br />B i ^
<br />a t 2"
<br />(G )
<br />4 tJ2"
<br />4 1!2"
<br />7"
<br />7'
<br />3W ISDITI)M)
<br />_
<br />To 7l2'
<br />'1T/Y
<br />12'
<br />12°
<br />4'
<br />iW (19P)
<br />32`
<br />w (XA
<br />P L.EW.INS 11 WHEN SPACER IS
<br />MAX.D.. l.ON7S &MAX At'LEL
<br />SEE TABLE 1 F(di AS, DESIGN
<br />6 ONLY TO AL T'
<br />USED, CORICORRESPONDINGL TERWOE 2W ON SHEET
<br />MAX. DESIGN
<br />DESIGN
<br />PRESRATINGRATTINGRE
<br />(OAA')
<br />-... MAXIMUM ANCHORS SPACING FORE SNOW 8
<br />D. � AS N �) SHEETS 7
<br />APPLICABLE.
<br />�.ice
<br />CXkZ TXIN
<br />OF THEM
<br />AN UM
<br />EL
<br />LENGTH
<br />L*
<br />(ft.)
<br />TAPOON
<br />LAG SCREW
<br />PANEULATE
<br />FEMALE D
<br />PANELMAIE
<br />PLUS
<br />WOOD BUSHING
<br />13*
<br />T3'
<br />13'
<br />13`
<br />13'
<br />IN (Top)
<br />ls"
<br />tW BOTTOM
<br />6 1/2`
<br />6 1/2`
<br />6 1/2"
<br />6 1/2*
<br />6 1/2'
<br />FIN (TOP)
<br />-
<br />-
<br />6 t/4"
<br />12 //2`
<br />6 1/4'
<br />2W (BOX.*)
<br />51-0'
<br />7•
<br />7 1/2`
<br />B'
<br />a'
<br />-
<br />3w (TOP)
<br />LESS
<br />7 i f2
<br />8'
<br />6`
<br />e`
<br />-
<br />{90 )
<br />3w 1TW
<br />is,
<br />13,
<br />Is.
<br />Is.
<br />IJ"
<br />AN (TOP)
<br />-46
<br />TO
<br />+78 -75
<br />3
<br />3"
<br />AN BOTTOM
<br />l i
<br />3`
<br />W
<br />1 31
<br />Ir
<br />Is"
<br />3'
<br />6 I 4"
<br />Ile WON)
<br />a 1/2"
<br />6 1/2'
<br />4 1/2'
<br />6 1/2*
<br />6 1/2"
<br />2W (TOP)
<br />,
<br />d 4
<br />/
<br />�- #
<br />12 2
<br />6 1 a"
<br />1
<br />ITT.•
<br />>5`-O'
<br />To
<br />4 9
<br />7 1'
<br />2
<br />7 1 Y
<br />3W (TOP)
<br />5*
<br />-
<br />5 9J2"
<br />1 9"
<br />I a"
<br />3N ( OM )
<br />13'
<br />12`
<br />1 13*
<br />1.3"
<br />5 1/2
<br />(TOP)
<br />13'
<br />tzr
<br />Is.
<br />-
<br />13
<br />- , BO`�•
<br />4w (601101)
<br />4 SPACER S.
<br />SEE TABLE 11 FOR ).LAX. A.S.O. DESIGN LOADS & MAX, PANEL LENGII(S YAWNER 0 1
<br />Y ON 6
<br />t15EO OGNO ONLY TO ALTERNATE 2W GHEE!"
<br />l
<br />?ABLE
<br />A
<br />A.S.D. DESIGN LOAD
<br />MA)pMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-B"
<br />> 40 PSF TO 50 PSF
<br />W-2-
<br />50 PSF TO 60 PSF
<br />W-10"
<br />A MAX. PANEL. LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PAN)EL. MATE U111ALE ID OR PANEL MATE PLUS
<br />ANCHORS & W/ " SPt{ApXWtM!)!&1/2"O,C.
<br />INS'TALLA110IN QUAILS FOR LIFE SAFETY PAN N_
<br />INTO, POURED CONGRETF OR CONCRETE BLOCK STRUUURES
<br />1/4-6 TAPCQH _ _ Qi1SnNG POURED 1/4 9 TAPCON _. _._ *snNG POURED
<br />ANCHOR O 9 O11 NCRETE OR ANCHOR O 9" D;C ` CONCRETE Wi
<br />% ..r - , ETE BLOCK CONCRETE BLOK
<br />REQUIRED.
<br />�/ � ) _.
<br />1` TOP,,
<br />,'EPARATE
<br />TO GLAS
<br />LOA
<br />04i
<br />(SEE ELEVATQn1
<br />PANEL LENGTH
<br />ON SHEET 12)
<br />SEE OEE76 15 & 16 TO' ANCHORS TYPE i SPMINB FOR
<br />at57AALa1DN5 INTO vow FRAME tARLDRMS.
<br />MMOILM ANCHOR SPAO1N95 AND MINAl EDGE PWAWX
<br />ARE POKWW ON TME. 41Xt TSclim EA. LESS THAN
<br />INDICATED 04 SC1tWM REDUCE! MCHM SFACIND BY
<br />MUL PLYfMO SPACING SLOW ON SCIEDUtE BY THE
<br />FOLLOWSfa FActom FOR THIS OPERATOR in BE
<br />REDZO SPACING OVP^U USM FACTOR SHAL Not BE
<br />LESS THIN MINIMUM SPACIAO MrAT1D FOR EAID4 AMCIKM
<br />ren ON THIS SCKEDIIE. _
<br />I.
<br />Ile.
<br />AND" INK
<br />,_
<br />-,APOw
<br />*AY.MWMt /ail NAIL �)
<br />3
<br />3
<br />net.Rn Rot
<br />AUNT. BIZ L4Dea[ 74)
<br />EA61OR
<br />''Ir
<br />P
<br />_
<br />_ _----.
<br />_JY
<br />-- s ,
<br />Qif,is
<br />111111
<br />3-
<br />Esc
<br />l w
<br />_. -
<br />3, 2'
<br />--
<br />t 83L9F..
<br />EA AVFA AP
<br />I
<br />1' MAIL,
<br />6' PANES. LEW="
<br />(SEE 6"ATION
<br />_ 4 ON SHEET 12)
<br />i
<br />e.
<br />gwrl ° Y` 1
<br />L
<br />CONCREREQUITE IE 86OCfa }' : y i ED. a{)
<br />-40
<br />SESLIiSNli a:
<br />1 4Y F+ANEIMATE
<br />as
<br />/ti_
<br />14�ALANCHOR (8EWR0) LLEE .SAFETY PANE{„
<br />IdI%I li�ti�l
<br />FLORIDA BUILDING CODE
<br />(VALID ONLY FOR PANEL(D INSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEER 4 & 5)
<br />M/OC. IDEaSrLE&
<br />PRESSURE
<br />RATNG
<br />(P.i.f,)
<br />WMMAUM
<br />ANCHORS
<br />SPACIN.
<br />MR MM
<br />E.D.
<br />PER SORMOUtE
<br />BELOW
<br />APPUCOBIE
<br />ro
<br />Muumuu
<br />LENGTH
<br />(it.)
<br />VAX, NSA,
<br />S
<br />1uTtNG
<br />",B,L)
<br />MAXI1aN,1
<br />ANCHORS
<br />SPACING
<br />€OR
<br />MIN E.D.
<br />PER SCHEDULE
<br />INE10w'
<br />A<"Ptl�•E
<br />A
<br />MAximum
<br />PN#L
<br />UENC
<br />'L.
<br />(iZ)
<br />'fAMCON-
<br />50.D-SET
<br />PAIMEtAIATE
<br />FEMALE
<br />D
<br />PANEINATE
<br />PLUS
<br />]LIMNING-HAlUN
<br />..
<br />.CALK
<br />-IN
<br />d �,
<br />O �N
<br />TAPCON
<br />SOLID
<br />-SET
<br />PAi$tWTE
<br />t1:4M.E
<br />D
<br />PANEtW+TE
<br />PLUS
<br />ZAAIAC-NAILNi
<br />CALK-W
<br />ro
<br />m
<br />m
<br />TO
<br />ro
<br />KA
<br />m
<br />1D
<br />m
<br />A
<br />ro
<br />GN
<br />OM AHEM
<br />i4S, -45
<br />Limn
<br />13,
<br />13"
<br />13,
<br />13'
<br />13'
<br />13,
<br />1S
<br />13'
<br />IF
<br />: r3"
<br />73`
<br />13'
<br />I (TOP)
<br />,13"
<br />6_4
<br />OR
<br />L
<br />'*' "
<br />aa5, --a5
<br />13,
<br />13'
<br />13•
<br />13*
<br />i3"
<br />13'
<br />ur
<br />A3'
<br />13"
<br />iS'
<br />13"
<br />1 1/2
<br />t Cii
<br />,,m
<br />G2/2..0
<br />t3^
<br />13'
<br />IY
<br />73`
<br />13`
<br />73'
<br />13`
<br />13`
<br />13'
<br />is.
<br />13'
<br />13`
<br />1 (BOTTOM)
<br />13`
<br />13'
<br />13'
<br />is'
<br />i3'
<br />13'
<br />13'
<br />13,
<br />t3"
<br />13"
<br />Is-
<br />11 1/2
<br />t (DOaom)
<br />T3'
<br />13'
<br />11".
<br />13'
<br />t3"
<br />is
<br />13,
<br />13`
<br />1'r
<br />33'FIr"
<br />13"
<br />2 (TOP)
<br />13'
<br />13"
<br />13`
<br />13'
<br />Ir
<br />13`
<br />13'
<br />13•
<br />T3"
<br />13`
<br />is,
<br />11 1J2
<br />2 (TOP)
<br />73.
<br />13
<br />13
<br />13
<br />13
<br />13
<br />I3
<br />13
<br />13
<br />: 13
<br />13
<br />2 (B01TpM)
<br />T3
<br />13
<br />13
<br />13"
<br />T3
<br />13
<br />ti
<br />13
<br />YY
<br />tJ'
<br />13
<br />n r 2
<br />/
<br />2 (1KRTOit).
<br />T3`
<br />13'
<br />13'
<br />13"
<br />i3'
<br />73'
<br />43
<br />i3'
<br />T3*
<br />73'
<br />7 1TOP)
<br />3'
<br />is-
<br />13'
<br />T3^
<br />is-
<br />T3"
<br />IS'
<br />75"
<br />I3*
<br />ID°
<br />it 1/2
<br />3 (TAP)
<br />,'
<br />_
<br />Ile
<br />6 il4 '
<br />2 1/2
<br />l2 TJ2 °
<br />-
<br />.•.
<br />1 4-
<br />1
<br />3 (w-OIA)
<br />-..
<br />-
<br />72 1 Y12
<br />/
<br />1 '
<br />!2
<br />6 1 4`
<br />/
<br />6 114"
<br />2 1 2
<br />1
<br />.2 1
<br />j**
<br />-
<br />-
<br />@ 1/a"
<br />6 114"
<br />3 (B01TOM)
<br />B
<br />8
<br />B
<br />,
<br />a
<br />B'
<br />a .
<br />Ir
<br />8.71.
<br />/"+ "
<br />4 OP)
<br />R
<br />8"
<br />5 1!2'.
<br />B•
<br />B*
<br />6.)l20'
<br />a'
<br />8"
<br />S'
<br />4 Dop)a
<br />Ir
<br />-
<br />B
<br />a
<br />s
<br />a
<br />4 r0iff0M)
<br />e
<br />.
<br />6
<br />_
<br />6
<br />a
<br />a
<br />O
<br />(BOWL M61T11.^
<br />1
<br />13
<br />13
<br />13.
<br />3
<br />3"
<br />f3:
<br />S 'OP
<br />D-3
<br />T..'
<br />1 "
<br />..13'
<br />93"
<br />_._•�
<br />T-
<br />E3`13*13`
<br />3
<br />13'
<br />_ ___
<br />,3
<br />ow)3
<br />.•
<br />13
<br />3 '
<br />f3 ,
<br />T3_
<br />3 *'.
<br />13'
<br />>.
<br />T3
<br />-3
<br />t1
<br />3
<br />8 TTD :
<br />(Sn M)1J
<br />_. ,
<br />t3.
<br />TS'
<br />t 3`
<br />t,e"
<br />i'
<br />3
<br />13'
<br />TY
<br />l3"
<br />43
<br />/3'
<br />4 3"
<br />ai L25(Wi'TOM}1
<br />/t3'
<br />13'
<br />1S'
<br />1 '
<br />3
<br />1T
<br />t '
<br />3
<br />1 '
<br />T
<br />3
<br />3
<br />B DP
<br />(G )
<br />93'
<br />73'
<br />13'
<br />/3*
<br />_
<br />1 '
<br />_
<br />1
<br />-
<br />13
<br />_'
<br />ti t "&•
<br />1_
<br />_
<br />-
<br />6 1/4"
<br />61!4'
<br />!= a'
<br />_3_
<br />6 1/4'
<br />Y -
<br />V
<br />8 1J4"
<br />_
<br />6 1J4'
<br />6 OT1.'s)
<br />6 1/4'
<br />6 1/4'
<br />8 1/a'
<br />6_V/4'
<br />-
<br />-
<br />@ 1/4'
<br />6 1J4'
<br />6 (BDTT.-)..
<br />-I
<br />5"
<br />13'
<br />tD t/2
<br />13`
<br />7'
<br />13"
<br />7•
<br />7 112
<br />E S 4/2
<br />t3'
<br />7772,
<br />/.(TOP
<br />-
<br />a6,-5,
<br />TO
<br />ia'-e
<br />i3'_
<br />6'
<br />13,
<br />13'
<br />13"
<br />B t/2'
<br />t3'
<br />:8 1jY
<br />9 712`:e
<br />1/2
<br />13"
<br />5 1/2*
<br />I
<br />>6-6,
<br />T3
<br />3-5'
<br />13'
<br />7'
<br />13,
<br />13`
<br />I3`
<br />9 1/2
<br />13'
<br />9 if2
<br />TO 1.n
<br />7 4/2
<br />13"
<br />6'
<br />P (BOTTOM)
<br />131'
<br />7 i/Y
<br />13"
<br />13"
<br />13
<br />10`
<br />13`
<br />10,
<br />it'
<br />8'
<br />i3'
<br />6 2/2'
<br />1 (BOTTOM).
<br />IS"
<br />I S`
<br />1J•
<br />to 1/21
<br />12r
<br />I Y
<br />Is'
<br />7"
<br />7 1/2
<br />:5 1/2
<br />13'
<br />4 1/2"
<br />2 (TOP)
<br />13;.
<br />8•
<br />13"-
<br />13,
<br />i3"
<br />a 1/1'
<br />I3'
<br />6 11;r
<br />9 1/2'
<br />6 1/r
<br />1Y
<br />5 {/2'
<br />2 (TOP)
<br />t3'
<br />7'
<br />13'
<br />is'
<br />1Y
<br />9 1/2
<br />13'
<br />1 9 1/2
<br />TO 1/2
<br />7 1/2
<br />Is-
<br />8 1/2'
<br />2 (BOTTOM)
<br />13'
<br />7 I/Y
<br />1S
<br />13"
<br />_jr
<br />to'
<br />IJ°
<br />I to"
<br />11'
<br />ffi
<br />I 13'
<br />8 1/2*
<br />2 (BOTTOM)
<br />13'
<br />7'
<br />I 73'
<br />13"
<br />13"
<br />S 1/2
<br />13"
<br />9 1/2
<br />TO 1/2.
<br />7 In
<br />iT
<br />6 1/2'
<br />3 (TOP)
<br />is'
<br />7 1/Y
<br />IS-
<br />is*
<br />137
<br />to'
<br />13,
<br />to,
<br />it*
<br />e*
<br />is"
<br />a t/Y
<br />3 (Toa) -
<br />-
<br />12 1/2
<br />12 /12
<br />0 Ile
<br />I Iµ'
<br />12 1/2'6
<br />IJa'
<br />-
<br />5 1/4'
<br />6 1/4"
<br />3 (BOTTOM)
<br />-
<br />2 1/2
<br />12 I1r
<br />a Ile
<br />6 114"
<br />12 1/
<br />12 Ile
<br />-
<br />8 Ile
<br />a Ile
<br />3 (BOTTOM),
<br />7*
<br />r
<br />8-
<br />5 1/2"
<br />7'
<br />3 1/2'
<br />8-
<br />e
<br />4 I-Ir
<br />3'
<br />5 1/2"
<br />3*
<br />4 (TOP)
<br />7 1/2`
<br />3'
<br />a•
<br />6"
<br />7'
<br />a`._
<br />_8`
<br />e
<br />4 1/2-
<br />3 1/2'
<br />9 I/2-
<br />3-
<br />4 (TOP)
<br />B•
<br />-
<br />a'
<br />-
<br />9"
<br />I -
<br />B`
<br />-
<br />5 i/2'
<br />- -
<br />7 1/2'
<br />_"
<br />4 (BOTTOM)
<br />a'
<br />-
<br />If.
<br />_
<br />97
<br />-
<br />e'
<br />- -
<br />B IlY
<br />-
<br />7 1/2"
<br />-
<br />4 (BOTTOM)
<br />23'
<br />7'
<br />13'
<br />17"
<br />iS
<br />9 1/2'
<br />I;r
<br />9 I/2'
<br />1O 1J2:
<br />7 1/2'
<br />13`
<br />0^
<br />5 (1,7P)
<br />is-
<br />a 1/2,
<br />is*
<br />1T
<br />_ 13^
<br />10'
<br />73'
<br />i@'
<br />11'
<br />8'
<br />13"
<br />6 1/2^
<br />5 (TOP)
<br />13,
<br />7*
<br />13'
<br />is.
<br />13'
<br />9 1f2'
<br />19`
<br />9 TlY
<br />ft 1/2
<br />7 ilk'
<br />13"
<br />6 1/Y
<br />5 (BOTiDNj
<br />I
<br />1-
<br />a 1/Y
<br />IS'
<br />13'
<br />13`
<br />10'
<br />13^
<br />ta'
<br />11^
<br />6*
<br />tY
<br />d 112.15
<br />(BOTTOM)
<br />13`
<br />S`
<br />13"
<br />10 /j2
<br />73'
<br />7^
<br />i3`.
<br />7"
<br />7 #12•:'.,5
<br />I/2' -
<br />13'
<br />8 1/2'
<br />4 (TOP)
<br />13`
<br />i-
<br />a"
<br />i3`
<br />13`
<br />6 t12'
<br />J
<br />6. 1JY
<br />9 Ile
<br />6 1/2^
<br />1J'
<br />d 1/2'
<br />6 {TOP)
<br />-.
<br />-
<br />4 1/4"
<br />a 1/a"
<br />B i/4'
<br />6 ifs'
<br />-
<br />-
<br />-i
<br />Ile
<br />8 7/a'
<br />6 (BDTT.")
<br />-
<br />@ ,/C
<br />yl
<br />6 1 4`
<br />a 7J4"
<br />s tl4^
<br />-
<br />-
<br />-
<br />-
<br />61
<br />SR S40 II MR +A:ibiPA5 TYPE A-:SPAC41V TOR W INUATIM 030 VOOD F&kW
<br />4 id"UM ANCNDR SAMIM AND SOMOM EDOE INSTANCE ARE IRDIGi1ED ON THIS SCHEMIL ",to,
<br />LESS THAN ObrATEO ON SCH®ULE REDUCE ANCHOR SPACING B/ WATN1tYI0 'SPA.COM 5NOWH ON
<br />SCH!1)Q E BY IHE FOL )W" FACTMI9:. FOR THIS "ATON TO BE PDS6at KJOCEO SPACINC
<br />OBroANUp Ueda FACSOR STALL NOT BE LWS TRW DANNUM SPACING WIMCAU-4 FOR EACH MOOR TIPS
<br />ON T
<br />ANGLER TYPE
<br />1/4's
<br />$,We
<br />t/ee
<br />I/A'.
<br />tl/&X
<br />1.PL'ON
<br />.-If/°A
<br />SFHe-ERN
<br />_
<br />-MaAAfi
<br />WK^N
<br />MMMUM AmmNw s (1a)
<br />3
<br />]
<br />3
<br />3
<br />a I{T
<br />2 1J2
<br />MTNXR X&I N-
<br />3
<br />3 iJY
<br />] 1/Y*
<br />3 1/4
<br />3 1/2"
<br />4
<br />mmft ma DLBaBR)E (EA)-
<br />FACTOR
<br />-
<br />03a
<br />-
<br />-
<br />g 1/Y -
<br />O61L.+,-�-
<br />O
<br />=
<br />-
<br />'
<br />030-
<br />-'¢93"
<br />- -- s -
<br />nAPT_
<br />.•
<br />3 //
<br />-
<br />3.TA
<br />aw SPACINGS ONLY VAUD WHEN SPACER IS USED. SEE TII FOR MNG AS,D.
<br />DESIGN LOADS & MAX. PANEL. WHEN SPACER IS USED. '.
<br />A
<br />AS,O. OEM WOAD
<br />INIUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />I (i
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO 60 PSF
<br />5'-10"
<br />A MAX. PANEL LENGTHS ARE ON VALID FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2- O.C.
<br />---- .._-._..___.-.-__---ANCHORS (SEE SECTIONS di ALT111D ATNES ON SHEETS 13, 14, 15 810- _----
<br />M"
<br />3' MAX R-1A/13. R-2A/13, R-304, R-18/13. R-26/13, R-30/14, 3` MAX,
<br />-I' � R-1AW/13, R-2AW/15 R 3AW/18 R-TRW/15, R-26W/15, R-i8 /16. 1" �'
<br />'
<br />i
<br />�..-__
<br />4
<br />Q
<br />0 o
<br />cs o 1,
<br />I ITT (.._ I j t�..._.-„,...._.. r }
<br />I {( l I i 9 s1 i ;1 i
<br />I II !
<br />iii `:I f
<br />1f if
<br />�
<br />4 I#
<br />I I I
<br />I � E t I ;i ! !2 I /
<br />I i, ! 1/4'Y!-20x1"'S.51 tflxl5 ."I I 1 - ' t ? Y"
<br />U FOR PANEL. SE LENGTH k i AIkN.
<br />� PANEL LENGTH
<br />I \:./ `. OVER 7'-67 j ' L'.f I
<br />' , ! REGVLAR STORM PANEL ' {. r I REGULAR STORM PANEL a' -a` O +AO.O. -4DA g.P,f.
<br />. . _:
<br />( 1 W OVERIIIP MD PANEL LENGTH Bm
<br />(! n
<br />. . I ... _�_--'-r-_ �...
<br />- i -- i llPE SAFELY STORM PANEL -. 1 : + I + T'-8" Q 43DS1 -64,0 p...t.
<br />( , ,'•:. ++ (W/0 wmLAP MD PANG- if.N0117 BOLT)
<br />A USE 2 PANG: LRaO1N
<br />- 4 P D.1' _ 1 2 a ! H - -s-- - AT ALL M07#4f8dG5
<br />i I
<br />. I _ 5.5. BOLTS W
<br />AT EA t��A�yy
<br />E �E�I�P
<br />i -i
<br />`,
<br />__...._.-. _. �...._.�...-,tom-. _.� .
<br />6
<br />r i ` Lit
<br />'1 i-
<br />i,I _ _j_ i
<br />t.T..T
<br />x,r
<br />F
<br />r1 I I
<br />_... .-_.. _.� _-,.L.. i '
<br />1
<br />i ,
<br />-- I
<br />„ 11
<br />'E-ffmifle 3- ,�.
<br />�
<br />OT( r) Mn NUT At--, EXTERIOR t..`._T6NG NUT AT I
<br />.4
<br />3' MNX. LEFT PANEL RIGHT PANEL 3 MAXI t' INSTALLATIONS ONLY VMD fOR WINO
<br />L101R-HAW/15,
<br />I` Milt, R-TA/i3, R-2A/13, 1^3A/14, R-46%13. R-/f3. R-3B/14, 1 MN.{ SPEED LOP TO t70 rnP.h.
<br />R--2AW/15, R-3AW/16. R-16W/15, R-28W/15, R-36W/18. s
<br />_--.- _.-______._._.-ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 11 1415 &I6)-._--- -_.__-_- ____.. __ _ -- ---
<br />Ile MAIL GAP
<br />--
<br />LIFE SAFETY STORM PANEL I ELEVATION (t) Fl
<br />2.867" SCALE I/4`-t' fF
<br />. ` •"� REGULAR OVERLAP -1 "IDLE :"� REGULAR
<br />.. - , ---. STORM PANEL - STORM PANEL t.
<br />TatryF': -----_ - -- .._. 4-- _ _ -- -- __. ---- -- A� !� _ / -
<br />1l4 -
<br />TAP �.).
<br />* ash f,*`
<br />ShPL�T
<br />LIFE PANEL Y 1; :*c FLORIDA BUILDING CODE Non High 1001o"Olfttv HUericone Zone
<br />EXTERIORAA4 .'rapt{ D - � O TA E�°� INC. 24 GAGE GALVANIZED STEEL STORM PANEL 'wh
<br />N I 11liu� fr4a. GLOBAL PROTECTION PRODUCTS, LTC. "
<br />SECTION A -A .a)P S.w. at s1RFLT
<br />a.A wN sa VR HUM S•peRM c'me'A"I+Yw CAME Ft. sal#. 20-135
<br />SCALE 1/4--l' .r4> ew , . p.%,t . 0 r ur-iv! PRONG U6two-76A4 Fox: (96oftR-my
<br />DRAMill
<br />PIE14/@IRMTLwE/OAtE WALRR A RLLd, P.E. m P-f.a �.. f2 Of ie
<br />F
<br />NT-Q WDQQ TUXES
<br />I
<br />J -
<br />�-` -- f,-- 7 tH OD HEADER •�; �` ,� �"` _r jO NEARER - WOOD HEADER
<br />%/ Ii` WOOD HFIAER
<br />`,"F"- 'i ~ BEWARED •S_-� TtEWIRED
<br />1,1
<br />ptIRED „> i UNtED �p �;•' I
<br />1,.
<br />I t( ��
<br />�( -
<br />1/4'. TAPCOPI i-T-
<br />t(4'4 TAPCON '111�'
<br />1/4'P TAPCWI
<br />.,� f4`P TAPCON } I
<br />- ANCHOR OO :I /r II &/CNOR .Ccr D.0 77 i� �aiOR
<br />i
<br />Ii ANCHOR Q-9/9�'��D.C. -
<br />N,r
<br />II
<br />#�9�'�,gO.C.
<br />.-Q.(�99'��O.0
<br />'69
<br />f _ 7/2" ;7/4' �, ! - 1!2• �2x,G..I - 1 1 2, i
<br />MAX. tMAY ai
<br />" f i v _ �' WX._,.-.-....m.._._ j I j i MA1C
<br />r e"-7 'it '2 I v 1?, 1
<br />.`MEW. # ,' ',1 4... ;
<br />- i ,,
<br />Ip. x`;jw '
<br />!, j.,..
<br />"'t IL; €. ( i
<br />I i f'
<br />`1:t r :- i 1 }, 1I tl i
<br />, ,
<br />I IL1
<br />,.. { % i a f I
<br />% 9 1 i i 1 Jt`tr3aar
<br />R I IT'
<br />,. _ 'n�
<br />a !._ .. V -Wr,r a ..r , A . ,. 7 ..._ � 11 1 7/4ro .,a H.. _ -; y _ `-'1 . . 4s sur3 ar
<br />.0 r'' 1 SRaG 'la W ET{ `.•._ ,• t`]Ce.stfa {t M: ,, 1 ES 6d-.ri�i,'M B. _. ,. 1 Tom" RT d, O
<br />GUIsS Itt _ -„-.. _ -_.-.. ..-y{_._._ naeaVFi i i t DLfSS ate,.;.... c - wit. _,• .3 .ABM i FXM KI! 1
<br />n i ItN N 0D T-8'} f y _-- -__.i .. ll I UNwli AR Y-67 j V`6'i5'.4 i1 1.. _1 . (,
<br />pp ._.._ ..
<br />1 1 MAX.. I II 1 1 MAX.
<br />ryI ._.__..__' I X ma c.__ .,-...�..= a. PANEL LUCTH 14 4...... ... _.--_ B._.._._,_ ___. L PANEL LENGTH
<br />-I 1.` M6x. s______-�!-'""_ T_`".'__.. B•
<br />I I 1 M4A: M 1 I (SEE EIFVATiO!! D 1
<br />PN#A LENGTH M ' (SEE ELEVATION
<br />R 1 t PANEL LENGTH a i ON SHEET 12}: a g I ON SKM 12)
<br />_ ._.`.® _ _
<br />� L__! I(Sti ELEVATION I .- . i - �. -_T - , (SEE ELEVA.i t a _4 _ _-'-'.
<br />_. -+ - ON SHH..Ei T23
<br />�_ II Ott SHEET 12) n._`....-_-,. I Rn T, MM1 1 p !
<br />II`-TDPD ._
<br />6-mSEP64An - VJ a .4-- i i• Wa _ \.../
<br />(.%2 t i : .
<br />I`f R I 1-^SEPARATOM - - .
<br />i�T9 CLASS.
<br />- I 1 1J'2 9 TD CLASS. .. i .1-(3)6. ;
<br />6• t�) I',.:'
<br />; '--) f
<br />, _ __. - .'_... _®-6 r^_.._. ....
<br />.:. f -
<br />{
<br />• ,a ,p•',
<br />(- , r' ' r�1E r/1" E0. ,.,. - `- <. -1i f? + __. _..._1_._�_f
<br />ED.. , L".f-i _ j
<br />ED. It as 'v`. f_ ';
<br />,_ - ;, _
<br />I a
<br />1 _, 1
<br />1 I F
<br />,- I. #_ t a,, <.>F r ".., i; -..... 4•N.6 EQ. w{. �`` ,lam' ij I-. -1
<br />4 _ ! 1- s i I i t ) Bm1E w,�r°•,^i
<br />.I (t I
<br />Itl !: ICII fi_. 4 j [ u� w 4•
<br />' F I+ k_ .,6 1 4. i.. I !{t.. I � 2 e4- -SOLIS, If
<br />1 '. `t ti,:A I I IFl RE07.11REd `'' S ; i1 f � 11J il'-
<br />jj , "
<br />I ( 1 4'P TApCDN .` f s i3 -.. 4"r TMC'OH 3 )r r 14'#I TAPCON 2'A4' oolot : _ I ;1
<br />` 1 .' iiW HOR 4 ffi' Q.C. ",:' 1 " ; + i t ' ANCHOR 0 0' CC, ) 'i I .ANCHOR Q 9" C.C. PLATE ' 'T L ,, f I' _. .
<br />: i ,... C >,L. :: ' .:, __.. i , _, I# ,;.: ';. :. i I L. " 4 r TAPL'LIt
<br />•„ , t , I I •. :... t. # REDtRREO ..
<br />., ,. " , STADN,'EREO W/ 5ttN0 I. ¢y[ I STAGGERED W/ SRJG J 1 ,.. i. , .i. .-.
<br />., j) s E '=,i: r. a fr ? ( 1. I ,.r. -:,,.. �. 'I a i ANC1d0R O 9 Dt,'
<br />x. WDaO . j._._a-, ._ aw 1 , I
<br />L a �
<br />LA
<br />LA
<br />LATE !
<br />r REQUIRED 4 REQUIRED - "- i i.,_ 'II
<br />-.-u,. L .cam ----`I " I -
<br />ALTEggemE R- HAW 71itt R-18W '3
<br />fk=,N
<br />4s REGULAR PANELS LIFE SAFETY PANEL Sj VXMd"R
<br />WA" MOUNTINGS Minh WALL WALL MOUNTINGS
<br />SCALE 3/0.•1• SCALE 3/6=1*
<br />. `SS. X. T1Lt7)1N
<br />*4�
<br />_ . \i<aEN s FLORIDA BUILDING CODE Mon Mqh Velocity Nu one Zone).
<br />.3am, INC, T.P. THIRD. 3
<br />T. INSTALLATION ARE ONLY VALID FOR A.S.D. DESIGN " 44'I si = 24 rAu GALVANIZED STEEL STORM PANEL D Br,
<br />PRESSURE RATINGS (P.s. AND PANEL LENGTHS AS c * : IN ✓"'-""' / �FAM �` - "/V /IM
<br />PER ELEVATION ON SITE 1Y ti'•. STATE D� ; c 1 L E G IJ ENO, 8A! PROTECTION PRODUCTS. LLC ouE
<br />. '"'�.~
<br />2, FOR NEW WOOD FRSAME CONSTRUCT'l WOOD ta@a a.w, 31 SiRF[7
<br />3' n OOMPawY
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC 2,...s• '. PAY1G TL 14 2O-i7�a
<br />"...., Pm1 t 43,-1it1 eliwa: (IsNea.-N45. FAX' (W)S 9•R7P
<br />'a
<br />:.
<br />DENSITY OF 0.55 OR EQUAL. 1 F A
<br />n•/ f �g.6MARRiE/DAIE _.�_ Ci+5WII AEA., ill-- NINE .I BNN,e. 9M vftwo*ft;
<br />- +M11 1 1:Y47ER A Tr„ .. m aa..te 8 �1. SS CF to
<br />MAXIMUM "X, QL51GN PRESSURE RATING (u. J.) AN2 CORRESPONDING MAXIMUM OR SEMING
<br />SCHEDU STORM PANEL (1) INSULLATIONS 1= CONCRETE & 008CME BLOCK MUCTURES
<br />(VALID ONLY FOR PANEL(�ji INSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 5)
<br />iMX. A.SJ),
<br />PRESSURE
<br />RATING
<br />- {P.s:t.}
<br />MAXIAIRA
<br />ANCHORS
<br />SPACING
<br />FOR Ma1i
<br />EA.
<br />PFIS SCfffWL£
<br />BELOW
<br />&
<br />MAXIMUM
<br />11NCTIR
<br />1'
<br />IN.)
<br />WX. A.S.D.
<br />PRESSURE
<br />PA11W
<br />(P•a.t.)
<br />MIXIMUM
<br />ANCHORS
<br />9PAC8tG
<br />FOR
<br />MIN-E.IF.
<br />PER SGF1EDUtE
<br />BELOW
<br />. -
<br />-
<br />M4+tIMOM
<br />LENGTH
<br />I-)
<br />1APCON
<br />SOLD
<br />-SET
<br />ro
<br />P
<br />ZAW,G-NNUM
<br />GW!-01
<br />7APCON
<br />SOLID
<br />-SET
<br />T
<br />PA
<br />TE
<br />LWAAC^NAAFI
<br />CALK
<br />-ESL
<br />10
<br />--To--
<br />tD
<br />CDnT11E1E
<br />-. -
<br />- m
<br />t
<br />ool carte
<br />COM@I4ARl N
<br />at' 1R€L
<br />m
<br />TO
<br />m
<br />1>0 0 �[
<br />ro
<br />To
<br />�d4-p-
<br />+BT -85
<br />+75. 75
<br />13
<br />11
<br />13
<br />13 .
<br />jr _1
<br />..
<br />13
<br />1J'
<br />-"
<br />13
<br />13
<br />12
<br />.
<br />13
<br />10
<br />1
<br />Y-
<br />LESS.
<br />+119.-t%5
<br />t3
<br />5'
<br />13
<br />tO If2-
<br />-
<br />F3
<br />B 1J2
<br />13'
<br />6 i/2
<br />.
<br />7 1J2
<br />1
<br />5 /Y
<br />13*
<br />4 i /2
<br />1 (TOP
<br />6.
<br />a R
<br />D
<br />t3"_
<br />It'
<br />f3"
<br />IS'
<br />IV
<br />13'
<br />13"
<br />1Y
<br />IS-
<br />12'
<br />Is-
<br />-
<br />TO'
<br />1 (LtaTTOM)
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<br />SHEET NO.
<br />SH 1.4
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