|
a
<br />a
<br />1
<br />i I
<br />/�
<br />•©I•t37
<br />NAX. A,.S.Di
<br />DESNiN
<br />PRESSURE
<br />MAXIMUM ANCIKIRS SPACNO. FEAT E0..e AS SHawN! ON SHEETS $ k T
<br />APPLICABLE
<br />�
<br />ANY
<br />�' TtB31
<br />MMfaAUM
<br />PANEL
<br />LENGTH
<br />Ott)
<br />TAPL'Wd
<br />LAO SCRE'N
<br />PANELAIATE
<br />FEMALE ID
<br />PAt1EifM1`E
<br />PLUS
<br />�
<br />73'
<br />t3`
<br />13'
<br />13"
<br />93"
<br />M.i�)
<br />7J'
<br />13`
<br />13'
<br />i3•
<br />tY
<br />t'A(BOT11)M}
<br />8 t/2'
<br />b 1/2'
<br />_
<br />i2 1/2'
<br />f'
<br />b i/.
<br />(NOR•)
<br />S'-0'
<br />OR
<br />LESS
<br />B'
<br />p"
<br />B'
<br />B'
<br />R+oTf9tq
<br />73"
<br />t3•
<br />13'
<br />f3'
<br />/3"
<br />{�)
<br />+i3, -iS
<br />�
<br />Liss
<br />f3"
<br />13'
<br />13"
<br />1 3'
<br />7 '
<br />3
<br />1J'
<br />t!
<br />8 1/2'
<br />w (TOPJ
<br />t!'
<br />7S'
<br />13'
<br />13'
<br />8`
<br />IM (BIITTOel)
<br />$. if2'
<br />8 if2"
<br />b 1J2'
<br />8 f/Y
<br />8 i/2"
<br />(TOP)
<br />B14'
<br />/
<br />1 21Y
<br />/
<br />8 t 4'
<br />f
<br />(BOSL.4}
<br />To
<br />#"
<br />!
<br />/2
<br />_
<br />(Top)
<br />1#.. 4.
<br />J 2
<br />f
<br />7'
<br />3W (ROTtOMj
<br />'
<br />13°
<br />1J`
<br />13"
<br />,3°
<br />®iJ2'
<br />(fi1OTiOY)
<br />(ll
<br />CD
<br />C_
<br />U) -a--A
<br />U
<br />OL'�
<br />�•- C
<br />O 0- O Oo
<br />MAX] M A.S.D. DOW ERMURE RATHO-fga.f.) MT2 CQRV.=Nj21NQ WAMMUM.ANCHOR 3EAQjNQ_SQffE= MAXIMUM &U, DESIGN PRESSURE RATINQ fiassaf.) AND CORRESPQNDING MAXIMUM ANCHOR SPACING Cii -0 i _CONCRETE BLOCK OR WOOD STRUCTURES: VAUD FOR REGULAR, UFE FOR REGULAR SIM EL G) I IM GQHCRUE k CONCRETE BLOCK MILIMBES SCHEDULE EN RFAULAR STORM PANEL .
<br />3AFM & E—Z HANG STORM PANEL M SYSTEMS {VALID ONLY FOR PAWLQINSTAWTPDNS AS PER SECTIONS I THRU 6, ON SHEETS 4 do 5) U � _U)
<br />(VALID ONLY FOR PANELQINSTALLATIONS AS PER SECTIONS i THRU 6, ON SHEETS 4 & 8) O V � t
<br />O O W
<br />CL
<br />to
<br />O O LL
<br />POLINED '^ O
<br />VJ O /
<br />._ 'O O
<br />CIi L
<br />CU L
<br />fA
<br />N O Q
<br />T Q
<br />CL3 C
<br />_>
<br />v JOONCftm CONCRETE
<br />_.._._...._ ... ° ]t>At a
<br />= am
<br />141101140S,AL". DESIGN IAfW MLam PA Ei A.S.D. Do" LOAD LO
<br />a0 PSF OR LESS 6'-6" 40 PW OR LEW W-a.
<br />> 40 PSF TO 50 PSF-...6.2•
<br />> 4O PSF TO SD PSF W-2•
<br />> 50 PSF TO 60 PSF 5 10a
<br />A MAX. PANEL LENGTHS ARE Ott VAL30 FOR INSTALLATIONS > 5D PSF TO 60 PSF
<br />W/ 51M,ID SET ANCHORS & w/ SPACER Al 12 1/2' O.C. d MAX. PANEL LENGTHS ARE ON Y VALID FOR INSTALLATIONS
<br />a A t . 00011411111HH _ WJ SOLID SEf ANCH6RS k W/ SPACER AT 12 3/2" O.C.
<br />a A rr N
<br />CEN ':,y FLORIDA BUILDING CODE Non N3 h Velocl Hurricane Zone uC S FLORIDA BUILDING CODE Non With VelocityHurricane Zone
<br />Sj •• : f" 4#Wb 711.tiin. tC IA.... : r BpPa MtEbD; WC. rJ.
<br />9 41$7 z 24 GAGE GALVANIZED STEEL STORM PANELam" e� ., : , 44167 : 24 GATE GALVANIZED STEEL STORM PANEL Duo s,.
<br />-* tt , * z �w " BAL PROTECTI011 PRODUCTS, U.C."`f'T��'0 � D'. STATE OSAL PRi)iECflON PIi00U4."fas. IM a� M o
<br />Tf(T - _- IL ECOiuc, IL EC�iENe.
<br />VIXa 4eeb &% S1 stl44T -' Q, ` ,• a .' r 41ta0 atL di ]tflEPT •"••--"
<br />t 03iiUi ao uc an w er ieA NNw ae 1¢, w ,t ie swMe, n. Salta'• FLD Riff . Txri n 3Tttr
<br />"]rr'tt`+' ...,.« `�, la•., aaat ge-,Ne o,-earr PH N:.. (1751NIq-ww, FA i+biHBa-m8T 2D-3'iS rs an w. e. Lae, wow: aw+o. n arN
<br />M� • • • n. , �s a:-,ure. m.. user m-no, (aatMaa-ts, FAw taraa')eea-mr 20-175
<br />N te-benarld fin. emeatGRIMM w Orr �% cy,«r ,• w. Awrwr ONAVINb r
<br />syN7 tt.L1Ed A :TCLPr sIY P.E, a tHHItIERtt i11eEJDwE ttN,9ER A. Jr., P.E. ad
<br />1tfMt 1 t tb ' ". ,daT to 1d
<br />INSTALLATIQN DET ILS FOR LIFE SAFETY PANEL CJ 3
<br />MAXIMUM A.S.D. DESIGN PRESSURE BONG to s f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4'e TAPCON,_„ POURED 1/4'e TAPCON SING POURED 1/4'e TAPCDN POURED 1/4Y TAPCON._,._,_ _ NO POURED
<br />ANCHOR O 9" O.C. i RETE OR ANCHOR 0 8. O.C: NCRELE OR ANCHOR 0 8` O.C. t '� OR ANCHOR 0 8' O.C, OR
<br />(VAUD ONLY FOR PANEL 3DINSTMIATIONS AS PER ALTERNATIVES TW THRU 4W. ON SHEETS 6 & 7) f/ REQUIRED. BLOCK % at= / RCS BLOCK � caHG�tE BLOCK
<br />t - _
<br />I ; � T�
<br />t €
<br />2 12'' 1 " t 1 " / / J2 /2 `
<br />a MAX}i
<br />E. i -TI E.• it E. ID.• ii E3i! ? N
<br />i
<br />I 1 t t. ...fit} ; 1 1! ' L� m
<br />B7_�_
<br />i d i' Mln. 1 q n 1' W. 1
<br />I I i N Ca Q.
<br />p1 1 a'P-1�7• i PTO GLASS. ` t/as-Iwt' i ,n, f 1 a1-�rP IX-y 3 t a'wm�1• I
<br />r�LAS5SR�qiT-- wR i "'^"K=. — --- -.., _"- a r G1A551 I._ Ar i 0--- -- - At u n e I �' L/ 3.=
<br />- Y ! d- - .=.-._' BdE Las nWa
<br />^'
<br />IOt I av�wcxe+r £ y , ; �� ; utxw,aur-r) ! D :j._j..._.___...--- ! -� $ N L
<br />-1- - ! n _ _ t R 1 i Q t� T6
<br />N - --=-- - — %--L 1 It 1
<br />t
<br />" MAC.
<br />1' Lfox. 1" tLAX II 1• MAXi
<br />n I
<br />A
<br />.P I � PANG. LENGTH -
<br />n I PANEL LEiNGiti r d PANEL LENGTH P ELEVATION
<br />s n $ PANEL t
<br />ME (SEE HEYAr1Oi I- (SEE H ET 12) p I CSEE EIEVATK81
<br />It • Min. .j StlEEELEVATIONz1 ON SHEET S2} i1- SIT& '' ON SHEET 12) ii 1 j ON SHfiT 12) -a••+ .W S (U
<br />$ 8 +1 to
<br />06ASS. it i 1 rt•+ C
<br />n To GLASS. I d i
<br />d _
<br />ItLW T
<br />I i n g
<br />1 I
<br />I f
<br />1 1 •i-+
<br />i ! i 2 1
<br />8
<br />11 1 f 1
<br />I �
<br />7 f I pp U
<br />E.1s. � � � ED.e , EI).• { � Eo+ ,+�% i 1 N N �
<br />I n
<br />* SEE TABLE #1 FOR MAX. A.&D. DESIGN LOADS do MAX. PAt•�L LENGlt15 Vai�Tt SPACER IS • 5E£ TA<A.E �i Fit MAX, AS.D. DESIGN LU4D5 &MAX. PAh&1 LENGTHS WHEN SPACER IS
<br />t autJl t i I I LoaUr=1
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6 USED, NG ONLY TO ALTERNATE 2W ON SHEET 6 1 oc I 4 J
<br />a /% i i gO �,r�r...._.i__.. EO �. _t�.t_...-..L___-i a > F\
<br />_ CU
<br />3/4, # I ._. i t EO �'"` w4 a�En a Ms EO ~''__sS apex a• B:s. 3 Ill > L�yJ can eats r � Q
<br />TAKE it A� a tx 1/saa,f o tP t/'Pu. W
<br />ABA, OEM LOAD MAX" ANCHOR 0 B" OC. ANCHOR 0-9 o�.c AEMiwti a B• oc. ANCHOR o o" oC. -' M to O
<br />/4"e TAPCON t/4-0 TAPCON ; 1 4'e TAPCON 1/#'P TAFCON
<br />LENGTH POURED CONCRETE OR E%STAG POURED CONCISE OR E]OS1+NC PW�O CONCRETE OR DING POURED CONCRETE OR j (,
<br />44 PSF OR LESS 61-8" BLOCK REQUIRED. EtE116�aiOCK REOUE. `-CONCREtE BLOIx EffWwED. `CONCRETE BLOCK RE01RRm. +-•
<br />> 4o PSF TO 50 PSF 6'-2` Q 4.�,�k17_I.$EiEL 9 R P.6H W A TciRkum
<br />> 50 PSF TD 60 PSF W-i0" / W
<br />A MAX. PANEL. LENGTHS ARE ONLY VALID FOR INSTALLATIONS EnN{ ido{N7tNdS
<br />W/ PANEL MATE ID OR PANEL MATE PLUS
<br />ANCHORS $r W/ SPtaa>ra if2`ANCHOR I"
<br />sm "�/at" _,pNH1HNHrHrH SDM.E 3JB-t•
<br />�Q •' JCEN$ ''• FLOW BUILDING CODE Nan Nth Velo9 Hu1TEcans Zone " ( 1, 44167 FLORi➢A BUILDING CODE Man Hi h Veibc Hurricons Zone)
<br />a N 44167 "10'0 td1°°0 "� 2a GAGE GALVANIZED STEEL STORY PANEL ff.a a
<br />* # GLOBAL PROTECTION DUCTS U C.DIANN ] , STATf DF fATua OWL
<br />24 GAGE GALVANIZED STEEL STORM PANEL '
<br />z ATE t ITLr C O INe_ 4 090 :y ,s9 OR ..� DAL. PROTECTION PRODUCTS, U.C.
<br />z 9'•. * a 4em S.W. at smeT iir JbNAL a Mm Law &W. d, STREET
<br />- W%PTJ
<br />asD.c''•., Og10 �'t1 f` Ar.ws 1MaoawearaNmtnzaw Pe1aE.. OMt,n. tf 20-T�5 'rt�rIIAL l � � Iy: ECO000anw�w wwr11:• as+brele.��t4 T 20-17755
<br />Ids+ rsa (oda3mA emit
<br />TOLL. ,aeM frt-1ue . ra , aoB m a ( ksd-r5ie. ( )e9d-dPd
<br />CM-000671e mow. ae. r nww IAMAAIw Nm. CMaeW r 1d Rwlr r 4P... 4w+n Yi IMWw IRa
<br />r'ryl MILITIA - - MAUkn A 1aiR Y PE �P'"""N ,e[ aRQ ft a fe P.L � YeV.TER A 1Xin a.. P.E P"� eNiir t] at 1e
<br />44 r
<br />INSTALLABON p�ILS FOR LIFE SAFE PANEL C1�
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />f/#'P TAPCON POURED f/4"e TAPCON SixNC POURED
<br />AN04OR 0 8a^U. I CONCRETE � M414Oi 0 p• RAC. I CCONCRETE ONCRETE OR
<br />REOUIRED. REO1d1EO.
<br />z CU
<br />E.D. t ^
<br />1 ! v J
<br />.t�ael.t>J
<br />C�
<br />idiA. l
<br />N 1 ..._.. 1 4 n To Riiali5,El
<br />t 4 9
<br />atA55`5"'n__......—.._.. t _,
<br />B I 1F]pAl 4.91 r-e' 9IA55 ,
<br />L
<br />1
<br />8 1
<br />*L" LENGTH
<br />Aco..
<br />," i5EEON 1 11.) PANIEL LENGTH p j ...._ E• �� mTKI
<br />i I�
<br />I --jjOL
<br />GLASS.To t 7
<br />a8--
<br />U
<br />+-+
<br />i 1 tl
<br />j EOM t i EA7*' IIt
<br />CONCRETE 0
<br />01
<br />FFiiCONCRETE BLOCK CONCRETE I ` 1 li tAT ac BLd2RKom i fenraml I
<br />l I
<br />r O
<br />tfa'f PANLI,MATE _ t/k•e PANEIMATE. PLUS
<br />- C�
<br />ANCHOR O 12 1/2 D.C. ANCINdN (DEYgwD)
<br />WALL �InU��IN
<br />SCALE 3/e+^.S"
<br />µ,µeaanflHHM
<br />�NL4N�`�'EA A: Tulf/T ys
<br />y 1�� -� CEJV .' %yes
<br />^s FLORIDA BUILDING CODE Non h Vsloci Hurricane Zone
<br />ttr * %IT f am TM17pC0' R _ 24 GAGE GALVANIZED STEEL STORM PANEL 1w� ea Q
<br />i STATE Z
<br />'-.
<br />*��
<br />Jn/aeaa
<br />�oc: jP1DRtQ 11L iiCOENc. GLOBAL PROTECTION 1PRODUCTS, LLL:. aM
<br />4iF 0"' $� % 1RaaxK sa]0a re Meaese4 b w D+/r,A.33,444 _
<br />HaNA 1µ1,NA m.= ]ea at -tow. ra Etw m-,a1 PHONE ")Wb 734a rwx h OXMI-drat 20375
<br />#ILL '"" wx . AK Na r w i AV MG is
<br />ft
<br />Q
<br />PE. 3EY,f1eWMJaltr/kM:R WLTLW A tarn N..: Pk. , aP a dHEfl 1i w ?a.
<br />J
<br />SHEET N0,
<br />SH 1.4
<br />POURED
<br />DMUM � OR ��C07tU��tEIxNCREtETO
<br />RATING � 80a}-Tb At1DF C011f. ILIAC 1 PLUS DESIGN ,, RAITING
<br />i 1{� r.�2�t/YTtlt�"ss'/six t 3/a' To
<br />POURED CONCRETE
<br />12
<br />SWING FW „NI«itM„ CASE G (ELAN)
<br />LOF SCALE mi
<br />ANCHORS Ile
<br />MAX
<br />AILTERNAIM CIQ
<br />RIM A.
<br />PATING Fzj
<br />OF 11iru (it)
<br />mts
<br />411 pw ARE EA HOUR &ff
<br />L
<br />or to
<br />LMAIL I
<br />Is A is FOR ANCHORS
<br />BLOCK 0
<br />LL
<br />P.E.
<br />TOP)
<br />".1
<br />;Of tJ@M id k 18 FOR ANCXDRs TYPE a pPpBNR TOR
<br />dNSWIA710115 eft0 MOOD FRAB Btt.9Hi0tl.
<br />DIpOIOED � pCMEOCRE. r9R. LESS I"
<br />RipCrJFD ON 8RJ1FOUtE REOULE AHp7QA SPACING aY
<br />uu]IPLt7Mb SPACING 01oeH Rw >ik!!>wF# iM THE
<br />FalDltew FACSORS. FDR ft48 Or�ATd%1 w �
<br />REDUQD sPAeesi bpOtaeD tiS'e1G FACTOR SHALL NOT DE
<br />Lass ttlw iMNI11tA4 sPAGw MmYJTkb FOR EMaI ANCHOR
<br />1wE ON iHs ftultvlxE.
<br />v".
<br />,lrP
<br />NEa1Dl1 me
<br />tAPaN
<br />YllelfL IllaleR YttOl6 8.3
<br />3
<br />J
<br />eorNne.
<br />•Ma.ewtin a•a
<br />3
<br />D
<br />PenNMant crmw4 aNP: oy
<br />3
<br />3 1n
<br />AA718L BIDE ofllwla Qi�1)
<br />MtFFgR
<br />4 I/M
<br />adt
<br />-
<br />Y
<br />aPP
<br />rm
<br />MAX, A5.0:
<br />OE3KNN
<br />PE
<br />.AS ON S EETS4lT
<br />M+3GiL8:3M.AtktiORg SPAL'it� FOR CO. St10WN H
<br />-
<br />APPt,ICAEAE:
<br />,�.
<br />7pH
<br />MAX8IUM
<br />PANEL
<br />��
<br />TAMYUN
<br />LAC SCREW
<br />PF NLE !D
<br />p M
<br />WAD ESP3:BNG.
<br />i3°
<br />73"
<br />13'
<br />13'
<br />13'
<br />iM
<br />f3"
<br />13"
<br />13'
<br />13'
<br />$'
<br />1W {80TTOM)
<br />$ 7/2'
<br />11112.
<br />8 t/2`
<br />8 1/2'
<br />d if2'
<br />DOE)
<br />-
<br />a 1/4'
<br />12 t/2•
<br />8 t/#`
<br />(BOLT.•)
<br />5•-O'
<br />LBOSR
<br />� 1'
<br />/
<br />3W (BOTTOM
<br />13'
<br />13'
<br />13•
<br />13'
<br />13"
<br />(TOP).
<br />+f$
<br />70
<br />13'
<br />1J'
<br />13'
<br />13`
<br />13'
<br />4W tBDtTOM )
<br />/3"
<br />13'
<br />f3"
<br />SO'
<br />7W (LOP
<br />11`
<br />13'
<br />13"
<br />iJ"
<br />a IJ<"
<br />iM (9DLT0Mj
<br />$ 1/z"
<br />$ 1/Y
<br />a s/2'
<br />a 1Jz'
<br />p if2"
<br />t
<br />p tJk"
<br />2R t80TL")
<br />,yyro•
<br />4 tY
<br />/
<br />5`
<br />T1Y
<br />/
<br />T1 /2
<br />-
<br />3w t3O')
<br />T-•S`
<br />S°
<br />$ 1 "
<br />/2
<br />3M (B9LT0M)
<br />5 t '
<br />13"
<br />13"
<br />13'
<br />7J"
<br />ta"
<br />4M (nOTiOMI)
<br />LN%. A.S.D.
<br />P�SSURE
<br />(p,d.r,}
<br />MAXdAIM
<br />ANCHORS
<br />SPACING
<br />FOR Idi
<br />E.D.
<br />PER SQIFDfIt£
<br />Im1PP1.K.AB1:E
<br />a �
<br />MAXW4IM
<br />tfl>OIR
<br />tn•)
<br />MAX. A.S.D..
<br />Pam-
<br />(pa.f.)
<br />MAtNRNt
<br />ANCHORS
<br />SPACING
<br />FOR
<br />ON F.O.
<br />PER SCHEDULE
<br />BELOW
<br />APB
<br />MAX$RRI
<br />PIt718M
<br />(rL)
<br />TAP,:ON
<br />SOLID
<br />-SET
<br />�
<br />p(�
<br />2AiMC-NNUH
<br />CALK
<br />-IN
<br />TAPCOM
<br />SOIW-PET
<br />FEMALE
<br />�
<br />ZNk1.O-NN➢N
<br />W.lc-W
<br />& �
<br />� ttIEM
<br />w
<br />w
<br />w
<br />w
<br />To
<br />ro
<br />oFi1�M�
<br />ro
<br />m
<br />w
<br />to
<br />w
<br />ro
<br />+ �-kd
<br />LESS
<br />t3`
<br />13'
<br />t3'
<br />1S'
<br />t!'
<br />13'
<br />13'
<br />i3'
<br />1J'
<br />73^
<br />f3'
<br />13'
<br />i (TOP)
<br />5,�,
<br />OR
<br />t.Ea#
<br />,#,:"'�'
<br />+&t, -dd
<br />13`
<br />13'
<br />13'
<br />13'
<br />f3'
<br />: 13'
<br />i3'
<br />13"
<br />13`
<br />13'
<br />tJ'
<br />it 1/2
<br />S (TttP)
<br />OR
<br />LESS
<br />t3'
<br />i3'
<br />t3'
<br />13'
<br />13'
<br />13'
<br />a3•._
<br />,J'
<br />13'
<br />t3'
<br />t1'
<br />13"
<br />1 (BOTTOM)
<br />13"
<br />1S'
<br />13'
<br />73'
<br />13`.
<br />: 13"
<br />,Y
<br />73'
<br />13'
<br />t3'
<br />11'
<br />it. I/2
<br />t (BOI70tt}
<br />43`
<br />t3^
<br />TS`
<br />13`
<br />t]'
<br />13'
<br />t3"
<br />t3`
<br />43'
<br />1]'
<br />TS"
<br />f1"
<br />13'
<br />t1 1/2
<br />2 tTCP)
<br />t3'
<br />t]'
<br />iS'
<br />13'
<br />tY.....
<br />13"
<br />1!'
<br />9S'
<br />!S'
<br />43'
<br />73"
<br />13`
<br />2 tB¢PTOA)
<br />t 3
<br />13•
<br />i 3
<br />t'
<br />3
<br />ta'
<br />F 3'
<br />l3'
<br />1 S`
<br />tY
<br />AY
<br />13"
<br />ii !
<br />2 (BOITDIf).
<br />t3"
<br />73'
<br />(7'Op)
<br />!
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