|
n
<br />---- ------- ---- --I
<br />EN C OS R T i FOR INST&L6T-ION POURED 99I�R
<br />CONCREIE MCK OR WOODS• VALID FOR REGULA& LIFE
<br />F TY - HANG STORM PANEL M SYSTEMS
<br />j
<br />,!
<br />11 1
<br />�'-_. �
<br />\ -'- - t3) OFT --{'.pNCPfTE
<br />I.'� ,�'7 _BL0.^4Y OR
<br />YARIE6 , WOW FRAME V a }" a 0e3' 3103 H-I, OR
<br />.. 5 Mac-1 FC W06m m PA93-T6 ALLOY COHT. AAUIL _-
<br />ANGLE WITH i/4'# , 1 3/t'
<br />1t-. 2 1/z t- TAPCON O 12' O.C. �-'
<br />J.
<br />7
<br />3
<br />Y. -. ,
<br />%- M :.
<br />PORT& CONCRETE_ CDRe E'7€__, `..+�
<br />,� f -o a 1 3f#' lro?I ''. -- 3
<br />BLOCK OR 2`.4' i4DO0 FRMIE igti)iRE CONEgEi,
<br />2 1J2
<br />T
<br />1, L..
<br />REQUIRED ' AC HOW ,FAME - f ,^... OR AN6K)R a 72 OC i,'i'
<br />_ ASNs-FMAn .
<br />L 4'
<br />f; /
<br />/'
<br />Lv7 7MNEL ^. i` a'# t ,KIP , " : ' -, 1 1" " /
<br />Tu a R C ANCHD
<br />1 MinI.T.N. l£i LOCATMM
<br />`,, s' a iX' p.G. ( 2 2' 055 TO
<br />.._
<br />VARIES OD
<br />I �,I - 1 2'. 5' D56 t'pNi"- j"�
<br />"`"-"'
<br />5' IAac
<br />,. ;.' ,; � gDd L a.133 L o, 1 AttRA. ANGLEpR
<br />' (,1 ae mmm t Mao*3105-HiS+ $hm POURED GONCRFIE, CONCRETE
<br />�--�..�•{
<br />2' X 4" A t25` -1, I „ I 1 "I" METAL ALUM. RELAY PLAIT' 4=9 OR 2'a4" WOOD FRAME
<br />316S-Ni1, 0R I j" ) /^._-"."a (, '. /"-" REWIRED
<br />MI-16 910Y CR ..) 2 7/I .... 1 j Y 2."..,. .y ...,
<br />Tf
<br />ff
<br />CCNf. ALUM. ANODE 1 .,..� 'Min -ram ' me a mR m..,., ® ( t j4
<br />' %-`M"m.® s..1 Mca. GAP /
<br />✓
<br />O 12. 04. 31Q5-HNC OR 6067-18 AU.W
<br />1
<br />w/MCxMw rant Mvm. ANGLE
<br />CASE A (PLAN) CASE B (PLAN) CASE C P N CASE D (PLAN)
<br />SCALE 1j4`=t' SCALE 1/e -I- SCALE 1/4`ai" SCALE 1/4`-I"
<br />___ _ 6
<br />'. F ARE
<br />,-\ -`-S' 4 ] OR E` , w 80
<br />`�..�•' ` TSIIDES
<br />aQ OR 2'.4' WOOD OF OPEMNG SCIOULE M St1EET5 g
<br />1 SX POURED COHCWETE.. 4 \\(
<br />,. -0 (YER APPANELI i, 2'-' WODt3 FRAME - ': 5- yam,,•, ,1 (4) & 0 ,RAVE RFAt1111'EO AS AP#'LICl.Bi.F 8 11)
<br />% 0-
<br />OPENING WIDTH) ' F'4U3K0 CONCRtTE. G'ONLWftE RCCUIit.E9 ', b, �.r� 4Y �'ex+ww•«w.
<br />`'
<br />'. �WCK 0R 2'k4' WptlD FRL1E q5.!;T_ - _' ':
<br />i REQUIRED # , . G t 3/4 M. k /
<br />- : 7 a ', 11 N
<br />1 f /}fit
<br />g
<br />..._.(2 ' (t OR ` d '`s. W/ ANCHORED u'RPNT
<br />VARIES �' / t. :I%VENT
<br />( . T FLNitA:3. PARxL0. TO
<br />5 M. I '+.__._�^
<br />! WALL (NEVER CUT EN) pmw
<br />7'°m
<br />Y m Do DISTANCE "-'R' 7E I
<br />' --� �@ cQN ...
<br />A''4 CASE 1T �N�
<br />'- J/._,
<br />p1WOSAm erxvt-.I ��15aRY
<br />IJj'11 SCALE 1 4'at'
<br />'I it Nm`,a.'e6.a,.e0loc,< +,?41�, ...
<br />S +� -'+. VALID FOR DIRECT L40UNT INSTALLATION ONLY &
<br />�/ -•._l '
<br />._._,__ Ten a &' 1vc
<br />- .�`'�`� �1Gt:N , 9 , CERTIFIED PANEL. INSTALLATION AT WALLS W/
<br />= �: No. NO. 44167 - SURFACE LEVEL VARIATIONS WITHIN 3/4"
<br />= * * :'! 1 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone-
<br />9A5E E (PLAN) CASE F LAN) � _ of �� 02m 110EC0, a fl.
<br />=
<br />,A� 24 GAGE GALVANIZED STEEL STORM PANEL
<br />, A,
<br />0-..
<br />SCALE I/4-=1" SCALE 1/4`-1' '',�"r�, <ORIDP. Tay,? / 1
<br />Scl. • ` �w GLOBAL PROTECTION PRODUCTS LLC. o712'J2gm
<br />�'�� L 1M O iM.C.. a 'X.
<br />1 rft i1NLM ._ d 4dfp S.W, 51 SFRU!
<br />'3w "�d-' SM KWM MT[ 4 n. Al,se ONE. R
<br />''aa Li TOL. T- W. & F3itl# WF N...
<br />Den 2{3-175
<br />L
<br />-M. ). 1- TAX (
<br />. 11e) eat-aRKI ems m1_#A,1 #'?#oKC: Ees4)6�-rub. FNt. isaa)�e-mur
<br />-
<br />' G�OUDe'7Y9 R[Ravm� Ala ,R+e eeme.WM DIMMING NCI:
<br />a0
<br />PE SEAL19GRATimIVOTT. WAUEA 0.. t a,.. PE. an .z-1a1
<br />.Mti. 7 7. BBESR 8 iY i6
<br />-- -
<br />(VALID ONLY FOR PANEL01INSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 5 & 7)
<br />MAX. AS0.
<br />PESIGN
<br />SSURE
<br />RATING
<br />(P.-0
<br />MAXIMUM ucHDR5 SPACING FOR £.D. a As SHOWN ON SHEETS 6& 7
<br />APPilt
<br />TOB
<br />TFRNA
<br />THEM
<br />MAX1MUM
<br />PANEL
<br />LENGTH
<br />Ya
<br />(It)
<br />TAPCON
<br />114E SCREW
<br />PEAfip
<br />FEMALOF
<br />PA TE
<br />PLUSCBFA7��Ot1
<br />WOOD BUSHING
<br />13'
<br />i3"
<br />)3"
<br />13-
<br />IS"
<br />1W (TOP)
<br />_
<br />V 73'-
<br />13`
<br />13'
<br />,3`
<br />13'
<br />1W (BOTTOM)
<br />6 t 2-I--
<br />"'
<br />/
<br />1
<br />6 2`
<br />1
<br />6 2
<br />6 /2
<br />3
<br />DP
<br />(TOP)
<br />_
<br />_ -
<br />_ _
<br />- _.
<br />6 1/4-_
<br />_12 1/2--
<br />_t
<br />6 I/t
<br />(901T!)-
<br />T-O`
<br />LESS
<br />1.
<br />_
<br />B
<br />_
<br />B
<br />___
<br />e
<br />e
<br />.-
<br />3W BOTTOM
<br />( )
<br />7
<br />3
<br />1'
<br />13'
<br />J
<br />(T )
<br />5 #S
<br />QR
<br />LESS
<br />T3
<br />t "
<br />3
<br />7J'
<br />13
<br />t(BOTTOM)
<br />3
<br />W
<br />13
<br />_
<br />13 _�
<br />1-1- 6 12'
<br />tJ
<br />S3`
<br />13'
<br />Bt2
<br />J
<br />w (TC7'j
<br />�13
<br />----
<br />_
<br />13' -_
<br />IS'
<br />_ 6. 1/2`
<br />6 _4
<br />W_&_.1/2"
<br />SW (BCrtOMj
<br />(TOP)
<br />-_... - ___,
<br />- _.._ _
<br />6 1/4-
<br />-12 1f2'
<br />�61f4
<br />o
<br />(901'#.")
<br />>5'-0°
<br />-t
<br />a ?
<br />/
<br />a
<br />�. '--
<br />6 2
<br />/
<br />-e 1 2"
<br />/
<br />-
<br />W (T )
<br />TO
<br />iA'-A`
<br />____ A 1
<br />_ 4
<br />i $
<br />_
<br />7` ,-
<br />7W`Ti4
<br />f 2 �
<br />j
<br />12 �
<br />72"
<br />�
<br />W (T )
<br />-
<br />13'
<br />.._ - _,-,._.....
<br />T3"
<br />._., _ _ _ _ _
<br />i3'
<br />,_..__
<br />/3'
<br />-_..
<br />B +J2'
<br />W (BOTTOM)
<br />- --- —T---- - -
<br />' SEE TABLE #1 FOR MIX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER 0 IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W' ON SHEET 6
<br />MAX A.S.O.MXMUM
<br />ANCHORS SPACING FOR £.0. ° AS SHOWN ON SHEES B & T
<br />APPLICABLE
<br />MAXIMUM
<br />OESiGN
<br />PRESSURE
<br />TERFNTI
<br />PANEL
<br />tENI"TN
<br />TAPOON
<br />LAG SCREW
<br />PANELMATE
<br />FEMALE tb
<br />PANELMA.TE
<br />PLUS
<br />WOOD BUSHING
<br />BI ANY
<br />COMBINATION
<br />(P.5.1.}
<br />OF THEM
<br />THEN
<br />(it)
<br />13'
<br />IY
<br />t3•
<br />13,
<br />IN CLOP)
<br />13"
<br />-1}'
<br />13•-.-
<br />_13"_
<br />_ 13' _
<br />8•
<br />1W (BOTTOM)
<br />6 t -
<br />dT
<br />6 1 / 7 �
<br />6 1 / 2
<br />6 1 /"
<br />--
<br />6 I 2-
<br />DDT
<br />- -
<br />-
<br />-
<br />6 1/a
<br />_ _
<br />12 1/2
<br />_1
<br />6 1/4'
<br />(BDR,t)
<br />5'-O"
<br />- --i:----,-.
<br />-----i;-,- _-`
<br />_ ..._._. '
<br />--
<br />3"� ar)._.OR
<br />-
<br />LESS
<br />-r
<br />7 tf2"
<br />B'
<br />8
<br />7i . 2
<br />/
<br />B'
<br />SW TOM
<br />(93 )
<br />T3°
<br />tJ"
<br />73
<br />f3"
<br />- t "
<br />3
<br />ITOP)
<br />+
<br />> 45 -45
<br />7'
<br />3
<br />_
<br />1 -
<br />1
<br />__
<br />1 3
<br />1 3
<br />-
<br />r3
<br />_ _
<br />4W BOTO
<br />T4
<br />+75. -73
<br />i3-
<br />13'
<br />13,----1S'
<br />ta'
<br />w (�)
<br />_ 53`
<br />1 3
<br />T -
<br />3
<br />is
<br />6 I
<br />(BOTTOM)
<br />( )
<br />_
<br />8 1/2-
<br />f
<br />.6 1/2'
<br />i 2-_
<br />6 !
<br />-.-', _
<br />8 J2
<br />6 t "
<br />/z
<br />TOP.,_
<br />W (TOP)
<br />e+4
<br />f
<br />t 2
<br />t -
<br />6 #
<br />/
<br />zw�n•
<br />(Ban..)
<br />>5'-0"
<br /># i---S;----7
<br />2
<br />fj
<br />_
<br />-2
<br />1 T
<br />_
<br />7 3 2
<br />!
<br />(TOP)
<br />W
<br />7'-5`
<br />5
<br />5 1 j
<br />B
<br />B
<br />3W BOTTOM
<br />(BOTTOM)
<br />N3�
<br />._
<br />1 2
<br />._ _
<br />-'73
<br />�i
<br />3
<br />1«--p-.
<br />5 2
<br />/
<br />Aw ____
<br />(lop)
<br />,.._..'13` -,-
<br />-- t3" _...._
<br />_`_. tY _-_
<br />-- k3, „_
<br />To' -
<br />4W (BOTIOM)
<br />' SEE TABLE 11 FOR MAX. A,SD, DESIGN LOADS & FRAY, PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET {
<br />TABLE 01 A
<br />A.S.D. DESIGN LOAD
<br />MAXIMUM PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 50 PSF
<br />6r-2"
<br />> 50 PSF TO 60 PSF
<br />- 5'-10"
<br />A MAX, PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE E ID OR PANEL MA:,_ PLUS
<br />ANCHORS & W/ B SP I04Nj� 1/2' O.C,
<br />zk ,� A 114e r 41
<br />a1� N ,LENS, ``9 `y
<br />f,4
<br />a: N1t37
<br />INSTALLATjON
<br />DETAIL5
<br />FOR LIFE
<br />INTO POURPOUREQ
<br />CONCRETE OR
<br />CONCR
<br />LO T UCTUR
<br />1/4.0 TAPCOI
<br />EXISTING POURED
<br />1/4`F TAPCON EXISTING POURED
<br />ANCHOR @ 9"0 C -
<br />CONCRETE OR
<br />_
<br />ANCHOR 0 B 0 C CONCRETE OR
<br />%)
<br />{
<br />CONCRETE BLOCK
<br />AEW/RiO.
<br />CONCRETE BLOCK
<br />REQUIRED.
<br />fie)
<br />I
<br />G)
<br />r
<br />ED*
<br />I
<br />I-
<br />fwt
<br />i
<br />I
<br />I
<br />„,.. A,
<br />X
<br />4
<br />11
<br />}
<br />Y
<br />I
<br />I ij4'i-;roal'
<br />' I ;.k 6OiTe W.
<br />i Ar rX
<br />I I+tH�Y.e1
<br />I
<br />) j I "L` Maa,
<br />PANEL: LENGTH
<br />(SE.. ELEVATION
<br />V' LWn
<br />1 ( DH H
<br />SHEET x. 2)
<br />-SEPARATION -1{j
<br />I 4
<br />W G1A56.
<br />I
<br />j }
<br />L -1� ra
<br />-
<br />i
<br />11
<br />EXISTING POURED E'tl
<br />I
<br />CONCRETE OR I-_.+�`
<br />,y�j
<br />REQUIRED. 81.COK - 1
<br />4 % 1jt =
<br />t !-° 1
<br />_ ____ _.-__.-f
<br />t;
<br />11 PAN T P• S 4 # v'Mk E U
<br />J
<br />ANCHOR @ 42 f f2"..O.0
<br />SEE SHEETS. 15 & 16 FOR AHCMM TYPE IF SPACING FOR
<br />mgFALIATKMIS ARV WO00 FRAME SINUMOCE
<br />MR6MUM ANCHOR SPMI#NG5 AN0 MWg7LN/ RTICE aWTAtC£
<br />ARE IHOMATEO ON TH5 SCHEBULE, MR E.p LESS THAN
<br />HIDICATM ON SCHEDULE REDUCE ANCHOR SPACM BY
<br />MULTIPLYING SPACING SHOWN ON SCHMWAS W THE
<br />FOLLOWING FACTORS. FUR THIS OPERAtroN TO BE POSSNAE.
<br />REDUCED SPACING OBTAINED L•S'NG FACTOR SK41L NOT BE
<br />LESS THAN MINAtUM SPACING WINCATED FOR EACH ANCHOR
<br />TYPE ON TH6 SCHEDULE.
<br />ANCHOR INK
<br />_, I -
<br />_ vn -
<br />ME
<br />, 1
<br />P119
<br />eMMRN. ANCHOR room (in-)
<br />3
<br />3
<br />'AarNM - 10- Bn.)
<br />3
<br />3
<br />- RD Wlww BKA {ba)
<br />3
<br />3 to
<br />A171A4. MORE amQ +EN
<br />FACTOR
<br />.. a/r
<br />U35
<br />21/X-
<br />3
<br />Dgp
<br />0
<br />3 i/2-
<br />b NEIL
<br />IF-^SEPARATIO*-
<br />I
<br />B 70 GLASS,
<br />--
<br />1/1•a-1Gai° '..
<br />--S:S I W I WK5
<br />EX#51W1Viy ll {
<br />I
<br />G4AS5 g
<br />}
<br />,,
<br />I- - -
<br />e
<br />l' "X-
<br />A 6" PANEL LEtiGTH
<br />11
<br />D i".
<br />!
<br />F (SEE EV A71ON
<br />B
<br />1 '_
<br />H
<br />ON SHEET 12)
<br />I
<br />N
<br />PP
<br />.&
<br />9-
<br />T .
<br />I
<br />t1,
<br />'
<br />6
<br />eX15TING POURED
<br />I
<br />I
<br />CONCRETE QR
<br />CONCRETE BLOCK
<br />I
<br />!
<br />I
<br />- �i
<br />`C..
<br />REQUIRED.''-
<br />I
<br />PR'I"W"I
<br />1-1 E
<br />114 "' PANELMAIT :,�
<br />ANCHOR {BEYOND]
<br />WALL 2IM
<br />60AM 1fW
<br />FLORIDA
<br />CODE
<br />{VALID ONLY FOR PANEL( INSTALLATIONS AS PER SECTIONS T THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.D-
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(p,F.f,)
<br />MAXIMUM ANCHORS SPACING FOR M#N E,O. PER SCHEDULE BELOW
<br />APPLICABLE
<br />W
<br />/
<br />&AFT'
<br />MAXIMUM
<br />PANE.'
<br />LENGTH
<br />`i'
<br />(1t°)
<br />MAX, A5.0.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(➢.F.r.)
<br />MAXIMUM ANCHORS SPACING FOR WIN E.O. PER SCHEDULE BELDW
<br />~-At"
<br />A �,
<br />cOM�utdPt
<br />or THEM
<br />MAXIMUM
<br />PAN0.
<br />l6I
<br />.L-
<br />OL)
<br />1APOGN
<br />SOLID -SET
<br />PANELMATE
<br />FEMALE O
<br />PANEUMAIE
<br />PLUS
<br />2AAFAC-NAJUN
<br />CAUL-U/
<br />TAPCON
<br />SOLD -SET
<br />PANE#.MATE
<br />FEMALE
<br />Vi)
<br />PANELM TE
<br />_PLUS
<br />2ANAC-NNUN
<br />CA).it-W
<br />to
<br />COuTO
<br />4m'FFtE
<br />mxTO
<br />PO + �
<br />C�.a_7E
<br />LaXYTO
<br />CONfmie,TE
<br />TO
<br />UM THEM
<br />W
<br />m
<br />FA!ffim4'VE'
<br />14
<br />TO
<br />N�`A 7q
<br />tcQt+CmiE#e
<br />10
<br />I
<br />T3' 73'
<br />tSLOC.
<br />3`
<br />13'
<br />13'
<br />13°
<br />13' t}'
<br />i3,
<br />13`
<br />13'
<br />13"
<br />T (WP)
<br />13"
<br />13,
<br />11`
<br />Ir
<br />13'
<br />13`
<br />13"
<br />, 13"
<br />13'
<br />13,
<br />13•
<br />It 1/2
<br />I (top)
<br />11` t3'
<br />73«
<br />13`
<br />_
<br />+3°_
<br />i3'
<br />73' 13`
<br />iS'
<br />t 13`
<br />t3•
<br />13'
<br />F (�tt0ei}
<br />_
<br />1J'
<br />_
<br />( t7'
<br />-
<br />73"
<br />13'
<br />tJ'
<br />-
<br />13"
<br />t3'
<br />i3'
<br />�13'
<br />1 7'
<br />-
<br />1J _
<br />t 1 1. 2"
<br />/
<br />a 8CtFTtUA
<br />(BOTTOM)
<br />73- I 13"
<br />T3`
<br />13-
<br />—13' _
<br />- it
<br />13' tE 13'
<br />�T3
<br />t3"
<br />!}-1-3"
<br />2 ('WP)
<br />73"
<br />-_I3"
<br />13"
<br />Ir
<br />13'-
<br />13`
<br />13
<br />` 13"
<br />13"
<br />13"
<br />33'
<br />j1 1/2
<br />2 {TOP} -
<br />s}` I 13'
<br />T3"-..'13'
<br />-1- -
<br />B" j''w
<br />i3'a!
<br />iS'
<br />t2 1/2`12
<br />B'
<br />13'
<br />t3'
<br />1/2"
<br />_.:._....-.
<br />B"
<br />73'
<br />13"
<br />B 1/4'
<br />B"
<br />13'
<br />13'
<br />6 1/4"12
<br />�.
<br />B"
<br />_
<br />S3 } 13--
<br />T3 i'
<br />T/2112 1J2
<br />..._-.,_....t-_-,e._,
<br />W 8'
<br />13"
<br />1}'
<br />-
<br />._.._
<br />1.
<br />! 13'
<br />73"
<br />"
<br />_._,..,.....
<br />B'
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<br />3 (t07?}
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<br />4 (TOP)
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<br />13"
<br />13'
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<br />11'
<br />13"
<br />73'
<br />, 17'
<br />13'
<br />13'
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<br />s I "wm ANCHOR SPAMAIGS A KI MINIMUM EDGE RGTANCE ARE#t1,HC.StEO ON Tin$ 10H_DOLC FOR E.D,
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<br />W/ SOLID SET ANCHORS & W/ Qq SPACER AT 12 1/2- O.C.
<br />--_ -. _.__. _...._-_ ____-_._.. _,-_ANCHORS (SEE SECTION'S & ALTERNATIVES ON SHEETS 13, 14, 15 &16)--..- _-----.. ._---
<br />:3- MAX, 11-1A/13, R-2A/13, R-3A/14, R-18/13, R-25/13, R-30/14,
<br />p"W(1 ), - R-TAW/1S, R-2AW/15, R-3AW/18. R-19W/15, R-•2BW/15, R-39W/16.
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<br />ALTERNATIY " ALTERNATIVE R-18W (�,T�RNATlVE R- W
<br />±R REGULAR P ELS O LIFE SAFETY PANEL, 9 RB PANELS @LIFE SAFETY PANEt
<br />WALL MOUNTINGS HRHNtur(,AWALL AlOUN7M
<br />SCALE 3/8-1' N. TI(�/ SCALE 3/8- I'
<br />.r✓.,
<br />g'ytR'..' \CEN,Q '•'. 's FLORIDA BUILDING CODE (Non HEgh Velocity Hurricone Zone)
<br />L2Os➢ TUTECD. Xa- i .
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<br />- 24 GAGE GALVANIZED STEEL STORM PAN-
<br />� 44i& i 0.
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<br />i. INSTALLATION ARE ONLY VALID FOR A5,0. DESIGN 1 * z _
<br />PRESSURE RATINGS (P.W.t) AND PANEL LENGTHS AS III, ,� * - J27/mm
<br />PER ELEVATION ON SHEET 17- .p' SAFE D -_' �-- I L C O s IN GLOBAL PROTECTION PRODUCTS, LLCM. �' ;HIE..
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD ; rat"•, ' -_...� a11UD Bw. 51 STREET
<br />MEMBERS TO BE SOUTHERN PINE Na 2, W/ SPECIFIC '+.°ri:•` .Ft OR4 ' T �' d'"E> .-'.. -" ' e+i�. FL
<br />20-175
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<br />DENSITY OF D,`a5 OR E4UAL. i l am1 0+-f I zo m_1a7., F+rwre: (ti Nlft-7s.s. rl:� (gsa}eta.e7e>
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<br />ONaTtt}RJOUT
<br />rMrMh WALTER k. REEF a,. P.E , DO ls-,p p a *KM,6 W tB
<br />INSTALLATION DUA IL.5 FOR LIFE SAFETY PANEL L 1 )
<br />INTO POURED CONCRETE OR CONCRETEPLOM STRUCTURES
<br />1/4.0 TAPCON EXISTING POURED 1/4.0 TAPCON.__ _E7tiSTiNG POU7�D 1/4'F TAPCON_ -- EXISTING POURED 1/4'e TAPCON _..pDSnHrG POURED
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<br />aEC,TION R-1A - SEC?tQMt -�
<br />0 REGULAR PANELS _ DEG O LIFE SAFETY PANEL
<br />WALL ►tOUNTINGS # I. JdQUNTINGS
<br />SCALE 3/8-1' HN.> SCALE 3/8-1'
<br />,aER:Nt1' -HalAi
<br />SEE SHEDS is & t6 FOR ANC11ORS
<br />ANCHOR itYE
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<br />TYPE & SPACING FOR INSTALLATIONS iWD
<br />tA°L'4'H
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<br />MINIMUM ANCHOR SPACINGS AND MINIMUM
<br />_ MWMUM.. AtWNOR Ss"AG*I DO -
<br />3
<br />EDGE DISTANCE ME euLA:A1ED ON i}IC8
<br />SCHEDULE, FOR EO, LESS RVN IHDiOiT&D
<br />ON SCHEDULE REDUCE ANCHOR SPACING
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<br />MINIMUM SPACING INDICATED FOR EACH
<br />ANCHOR TYPE ON nay SCHEIDULL
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<br />_.__ _ j�STALLATION I TAILS EOM LIFE SA��jY PANEL
<br />INTO WOOD STRUCTURES
<br />I., WOOD HEADER } ':_ I _ W0013 HEADER
<br />i �AEQUIRED - -REQUIRED
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<br />SCALE 31#3+1"
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<br />1. IN�'TA(.tATION ARE ONLY VAUD FOR MO. A.S.O. -a'•, STATE DF , .. ..-',Cc a __ ti 3 GAGE GALVANIZED STEEL STORM PANEL oRAWw �..
<br />DESIGN PRESSURE RATINGS (p..J) AND ?A,NEL �CJ,,;• ,tt0R-_____,_.1 / e C 0 a. GLOBAL PROTECTION PRODUCTS, LLC. p1/0`'
<br />LENGTHS AS PER ELEVATION ON SHEET 12. /01 F` •• �yE%^ '- �:IL E #N _
<br />4 SW. SA S#AEYt'
<br />FOR 'rAA SJi7N 4".r
<br />2_ NEW WOOD FRAME CONSTRUCTION. W000 Al- j�' yq. A"WoR�!; ,e y Howe n. s.Tg1a
<br />MEMBERS TO BE SOUTHERN PINE No 2, W/ SPECIFIC FAn1Mu1H lo, 1 w«.:, 47,-+w t' 9R&f FFI-Ica, ,,'t: ;nsajaes-7sas. 3" Ewa I. -erg? 20-175
<br />DENSITY OF 0.55 OR EQUAL. MOM71a exa u:: eP,mre xIR ae..w aea,r+w w MAtMNf, wa
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