|
MAXIMUM A.S.D.
<br />Maw P
<br />j
<br />MINWMO TAIN
<br />I
<br />APP�E m
<br />t iR pyt�
<br />{SEEASd
<br />Cm
<br />+86.0. -7"70'
<br />OR LESS UL2
<br />9/16'
<br />BOLTED •
<br />,', X. 3', 11W,
<br />YW &3V
<br />+e&A -75.3
<br />70. ORIESS
<br />2 7/8•
<br />GOLTED •
<br />A' & -
<br />M 1EAS71AE0 FTZ I GF PANEL Or WNUK R AT OYEWLA' & 4 OF PA&L. LENGTH
<br />MAXIMUM
<br />AS:D, DESIGN
<br />PRESSURE
<br />IRATDAi
<br />RI.
<br />WXNAWd ANCHORS SPACING FOR L 0.: 3 1/Y ^
<br />APPLICABLE To
<br />MY COEIBttlammm,
<br />OF THEN
<br />A41MMUu Pma
<br />LF.N61N T.' (Eu)
<br />TAPCOW
<br />TAK-IN
<br />PANEL VAR FEMALE ID
<br />PMEIMM PLUS
<br />70 CONCRETElo"DolmIE
<br />m tX1NORElE
<br />m tXINCREiETo
<br />ca'KNETE
<br />m KX71RXW3Eoar
<br />ID
<br />12'
<br />N/A
<br />12•
<br />NIA
<br />12,
<br />N/A
<br />12"
<br />N/A
<br />1' a Y (B(W)
<br />to"
<br />3•
<br />5"
<br />4•
<br />5"
<br />4`
<br />1' BOTTOM)+
<br />12•
<br />3"
<br />92"
<br />5"
<br />6"
<br />B'
<br />6'
<br />. B"
<br />1' 801TOM)
<br />66.0, -752
<br />NIA
<br />NIA
<br />N/A
<br />N/A
<br />M/A
<br />N/A
<br />12 11r
<br />It-
<br />2' (BOTTOM)
<br />7'
<br />NIA
<br />6 1/2"
<br />N/A
<br />4 1/2-
<br />N/A
<br />4 1/2"
<br />N/A
<br />3' (TOP)
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />9 1/2-
<br />N/A
<br />9 1/2"
<br />N/A
<br />3- (61770M)
<br />Ir
<br />NIA
<br />32'
<br />N/A
<br />T2'
<br />N/A
<br />12'
<br />N/A
<br />A.(TOP)
<br />12'
<br />6"
<br />12°
<br />9 1/2"
<br />12'
<br />ti'
<br />12' 1
<br />it"
<br />4' (B67TOM)
<br />*LMUNITED 0&0 P,Rt.. A.S.D. DESIGN PRE85:WMTlNG
<br />A SEE &BEET 26 MR ANCFIDRS TYPE & SPACING FOR INSTAUAININS WTD WOOD
<br />PLANMINIM BiR,ONeL
<br />ANC:WN 'OAI= AND LWDA TE ON IRDIA:E ARE INDICATED ANCH ON I ICI
<br />SCHEDULE
<br />suNFDL LE. FOR EO. LOSS ,UAW INXDArED pt SOMEONE REDUCE ANCHOR 9PACN8
<br />I BY THE FOLLOMINED wG G FACTTIL. FOR
<br />IY OPERATION TO BES IBL ON SC/I SINKING
<br />TIES OPERATION m M MUM WA t TED FOR EACH M I191lq FACTOR
<br />POSSIBLE.W
<br />NOT ee LESS Tt1AN NiNI,aLM sPA;wc INDICATED FOR EACH ANaba TYPE AT
<br />SHOOTS U920D.
<br />ANOIG6 TVIE
<br />1/4L
<br />We
<br />1/P'e
<br />1/4.
<br />IAPC9N
<br />LINK -WI
<br />Aft, A,INDe dPfIXIIa (M.)
<br />s
<br />3
<br />]
<br />? 1f2.
<br />Me&tSTAtW 0 ..w .(in)
<br />LbmwW ANN, 9k)
<br />3
<br />3
<br />3
<br />s
<br />3
<br />3 1/2
<br />) 1/2
<br />d
<br />A21,IIL iiA DOK
<br />- LMMApE
<br />/Y
<br />•35
<br />-
<br />-
<br />3•
<br />tJ1G
<br />-
<br />,.W
<br />AQ
<br />] 1
<br />iB6
<br />00
<br />I
<br />+{• REQUIRES M6x. DPiANCE ®ETWEIN BOTTOM OF PANEL
<br />AND (D TO ILL 1/2'
<br />Max.
<br />I
<br />v
<br />REWIRES Mau DISTANCE BETWEEN BOTTOM DF PANELAND (D TOBU 3/Ir 3/,6•
<br />•
<br />MAx.
<br />COMPONENM FOR REGULAR, LIFE SAFETY & ETZ HANG STORM PANEL SYSTEMS
<br />- (SCALE 1/2-1')
<br />(TOTAL WNDM)-- _ 2./ 87`
<br />! , j _
<br />/2.SgQ' (UFECTW VRDTH) --
<br />__..-.
<br />---8 1/4° {TYP-) A= r 374 ia6 �I m HONE 1/4
<br />ta50• ! .1E8 OR At 12 1/9 oS.
<br />,543" _:r1.35o..^1 1+-1.3y54•.- .,.30°"--r 1.'sOD• I rOD• I "� ' TD" (MAY BE RLVIREED)
<br />.286 �/ elt. OD24" NHL THICKTHICf }�.15 /+ � 3:378'. [ B°
<br />t
<br />i 1.87t• , f.
<br />a £oOE TMP MEM#Ihb � •28D� 1 I .684 - i
<br />AM W;J 7 `qx, /LOWS'
<br />1�8lALmmAjaw �NIM 2.125'
<br />GEDGE : ,. .tiO4 L-yD00 .125
<br />MAILAR. A ••W crtV.
<br />--- --
<br />1 SANN
<br />0
<br />1.35i4i` �.•�� 1.350'-= DETAR A�
<br />PANELS SHALL BE INSTALLED ALWAYS
<br />FROM LEFT TO RIGHT Wf !2 1 • LEG
<br />AT iDMI AT LEFT SIDE 6F PAf&1. � "�j" �jEADER �3=JUCK�4 A- NCILE_�;,____WITN STUD
<br />Typ TOP EDGE 0.024-
<br />,MM1Y7-5 fPA LIP•.� t PANEL
<br />GALYA1NfZkDSi)E[I"..
<br />W% /tEWt�® l2OOE 37S• ..-_ _ • 0 '
<br />{ PANEL'4'
<br />tD.05" I
<br />133" 0.270' _
<br />i
<br />( 0.375 0.2W#
<br />1.407' 0.625' s
<br />,� HELaMEq�._,- i �•--,i-ea.67o6•
<br />r-'--�a.s9,•----'•1
<br />Lr---2.250'...._._..,. 1 ,,..1 I�}
<br />F-- lSOMETRIS_�'F 16��UL a t33 + - , -j 27G
<br />7
<br />ROUNDED CORNS 0 ENDS OF PANEL'S t . 16n. ,TAi6'
<br />I 1 t
<br />P E END U W HEMMED DICE
<br />_. 37B'.._ ' / �_y Fit I
<br />- (N.T.S) .375• nerpe�n f
<br />TIP. a BOTTOM
<br />AN
<br />z EocE Hw6L
<br />081" oer 5 KU HOLE WASHER
<br />3 7so I 75p' © �r�y LAgL AT PANEL .07•
<br />(1YP.)' i� < ' 3103-H164 ALUM. PLLOY [lire SJ.Yi� _
<br />( -SEE SLEET 6 FOR ADDRDNAL
<br />Ri24"' "•.. .613• i WITATIONS E SLEEVE LENGTH 5 1
<br />! .091' r 125" L. OWY VAUD MR INSTALLATIONS INTO
<br />I h 1.2H0' 1.,.._.. ' .375' ®C�57ROCItIffi8.
<br />�,2SN1 I E
<br />T-'il l--tiS3'T 2:000'-- aD00• 3.7'1}0".
<br />123' 2.000' R A.sxS•-� I
<br />I -A -
<br />� 1.05oY
<br />"H" "U' HEADER } 730�
<br />qa
<br />7 REV. HEADER L�J t^ MIN. To rMax.
<br />® SLEM IN MAX
<br />0 ANGLE
<br />ygH1MFl4A, .. 11 "r - TRACK LH y.' PANEL HANGER
<br />374` 3.000' �a4 coal-Te AL aY .BAN R A. Tkj Nhy� 1 #'" WIDEi
<br />a.� , ICI Vr{y
<br />,.. (USE ONLY FOR E Z HANG STORM PANEL
<br />1--- ty0" SYSTEM}) W63-T8 ALUM. ALLOY
<br />PAD.44167 FLORIDA, BUILDING CODE Non Nigh Velocity HUrcicone Zone
<br />2
<br />J OBB 1 201^ + A ./23' A $ w. a lumm. 0 ® _ o't STATE OF 3 a2om TRIM . IC. 24 GAGE GALVANQED STEEL STORY PANEL 'ohm �
<br />oso
<br />17
<br />) � SECTIONS- � M�OI " %�O'•. Fi �P : � GLOBAL PROTECTION PRODUCTS. LLC. OI"-
<br />� � •(;• a�iliEco INC. I�
<br />".2 �Ga W. 03014 lsr
<br />.za" A t
<br />"
<br />•/
<br />N .....WAVE (N64� lima. F 05*}Ph•878T 2D-TINS
<br />aVillk-4lTCL "F" TRACK 15 R� yyASHERED yy�GNUT Ana4a. .n wvyw WIANNa itv:
<br />�
<br />IRA (ZAMAC 3 ALLOY) P.L waltz A Nr„ P.L - 6HIzr 2 ar to
<br />•!1 6
<br />WDULE ON
<br />9 THROUGH 10)
<br />.ISWTE LEG
<br />MAKER "m
<br />9CIekH Gt
<br />CONCRETE MEMOS I 174•-m.k• s.s. Ms w/ 0.
<br />e k7 t/2' 0.G
<br />11
<br />(SEE SCHEDULE ON -
<br />SHEETS 9 THROUGH 10) ! ,/?• , .ia-.- s.a.• ---1
<br />GLASS I 1/4Y-20s,` IA- M^jsU+'r I l""P1" 9& 10
<br />ON I SS. iNt7R- x� ' I ON SHEtT 3) I r. - SPACER
<br />AT 1 NI6vA7mrv+aaP 'L` Maw L� .. __ Bur£ RR.
<br />7.45 SEEPANELSCEEDUL'I tlNx'81 OMIT
<br />--I ON [Exa_ARSt1NG"( i
<br />CONCRETE ARK 1I /•� "•`e - " •'- "" CONCRETE ANCHORS � I
<br />(SEE SCHiEOUtE ON (SU SCHEDULE ON ,ram -I----I
<br />B SHEETS 9 THRWCH 19) cam' SHEETS 9 THROUGH 10) 1.-.N 9 i 2 1/8" LONG MAX. ALUMINUM
<br />SPACERS 0 6 1/4' O.C. VAIN FOR
<br />POURED lX)HKWETE ALL DEMON LOADS AM PANEL
<br />CDNCRE7E &LUCK EXISTING POURED CONCRETE I LENGTHS PER SHEET 3.
<br />(BQtRRED. OR Ef£ BLOCKI" MAX. LONG ALVA" SPACERS 0
<br />+`.: REQUIRED. 12 R%2" O.C. ($ET TAM 01 ON
<br />ttR{SHEETS 9 & ia)
<br />ACERS (M OR
<br />SCNE 3/8.1' MOUNTINGSOAK 3/N
<br />E.D. ^ EDGE STANCE NOTE FOR C010HATION OF SECTIONS:
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEETS 9 & 10) COMBINED IN ANY WAY TO SUBT ANY
<br />INSTALLATION.
<br />INSIALLATIO
<br />DEIAILS FOR SERIES 2000 it 1090
<br />INTO EXISTING W OQ t STRUCTURES
<br />E--Z HANG
<br />STORM PANEL
<br />1/4"A LAG a Ir O.C. W/
<br />1 11r Mtn. T o"= P19mmmoN
<br />/ i
<br />.,r 1
<br />?'x4• mox;
<br />1/4•e LAO SL'RkiNE Y 5' OC. W/
<br />9 I/2" ,W+. TN6fEADEO PENEIRITDN
<br />79 004IN0 WOOD. MFADER.
<br />m OLSW WOOD 19'ADEN.
<br />-
<br />I -
<br />HEML77 kWg4UeF7f
<br />FIAT OR ON m
<br />k/4'A t.M+ SCREWS a a• O.0 W/
<br />, PENEtPATN1N
<br />rxsr� Tf9R'A
<br />T4xY• At.t
<br />cer s 1 4 NF
<br />TO HA
<br />WaaD 1.
<br />4 Cm, / S
<br />!.. 1 EA. o o
<br />O EA itib CP
<br />Ie EA ElND OF
<br />1 (�
<br />�i
<br />/ I I
<br />, 4'e+ 4" MSS,.
<br />CAM W 7 x WgiG
<br />HUT C k? 0C.
<br />1
<br />{ E
<br />4'e LAG w
<br />sDaEws o s` aT
<br />4 t T4xT'
<br />f
<br />2.._-._ i/she-zcw�f/4" TRIZxS
<br />i
<br />i/z' W,. TNREMiEa P&wEYRAsKse
<br />f'a Fa. Era? OF
<br />ND O
<br />1 a !L {SFF OEM- 1/24 &
<br />NOTE M
<br />NRD1'M.0 MMfSf W/ %�"eA3/3?`
<br />f.
<br />TO MAIM *DOD Hl R.
<br />t•�
<br />L OF 2VERYI
<br />1
<br />-
<br />4 CPAL
<br />'6 (SEE LCML 1124 &
<br />L
<br />i s
<br />'
<br />]/ta• Cum. PDP ERY
<br />Mi 1AIDFMLN ,� LVFRY �
<br />Z-7�
<br />. ACC OF
<br />g. PA
<br />(
<br />T
<br />NCET4&
<br />3
<br />WOOO WAIM REQUIRED
<br />_
<br />2 9/16" 11M:
<br />� rARA'E mi.. I y(. A- ]j4•
<br />i
<br />A{. CSC 4*
<br />1 s3
<br />0. �
<br />W7/Wx3I]Y
<br />GlATDN MLSL was
<br />TO 7
<br />TO
<br />m YNLRSa. I WHO a
<br />i FRMO
<br />N; HU/T3a
<br />12' O.C.
<br />t
<br />2Ile
<br />OVERLAP
<br />-.....
<br />2 9SEp/FA�
<br />/ wj • -
<br />7 aYx3XU! O
<br />TiPEVERY
<br />TO GLASS. ) 1/4st�j3 ttd'/4• �
<br />VC-R W -
<br />y,
<br />3
<br />i
<br />m OLA31i
<br />i
<br />; EVERY OVERLAP
<br />NT
<br />E'16R'Y OVERLAP
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<br />1 gtp 4C
<br />gg
<br />� ✓ I +J
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<br />N
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<br />_ 3
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<br />0 12• at.
<br />J i+
<br />,
<br />O ✓
<br />1 4Y PANCAyYE FEM4 E D
<br />6
<br />k
<br />Jg'
<br />2 OR T A 4•
<br />-NOTE
<br />PAND.MA,E PLN1S W/
<br />"L 7Ja' i6n. T1NiEADEo1'
<br />-
<br />`
<br />'7
<br />to 6E1DW)
<br />1/4'e. LNG SCRIMS 0.0 O.C. W
<br />PENEfRATD40 1? ,/Y O,C.
<br />(2 YM4"
<br />i/,.260
<br />� Wj 7ex3/32' wNc
<br />I 1' M MUF 1 ¢"YP.,.2ih3/4•
<br />iSEE
<br />1 i `)Aht. TINREAQETD METRO M e
<br />OF PRAR"Ae �fti T/p OR
<br />} 1H ES 20P0
<br />PLATE NGQNAE6
<br />ERA71R. EtNE
<br />aW"`".
<br />fAf
<br />.- i ,•
<br />- 1
<br />KWE A
<br />l 1IELOW)
<br />1 L� )
<br />} .. rs MA, PANE�MA1e; PU$ w
<br />{{
<br />1��•11iFEP�"tT[4T10N012/•
<br />-
<br />TFMMy��k` ADTE 1A
<br />� 3EL0W)
<br />�W , B 1 4•w-2M3f4'. MS W/ 7/a•4w3/3?'
<br />I \,, alrr a t2" ac..
<br />MM. (?A)),.�?`TIN'
<br />�f
<br />JS
<br />1 j i,-?"
<br />1 f4•e.LM 5OEwS a a` aC; W/ I/elt LAC SCRE% a 6' CC W{
<br />t/?• N"" iNRF3DFD PENEIRAT§ :
<br />1 1j2 tan. THREADED PWERRAT90N l4n (2,{+, It
<br />WALL vOR
<br />ALTERNAWE 2 V
<br />SCALE 1/4'.1'
<br />j �
<br />O
<br />)
<br />:2'
<br />Min. 2•x4• ADDD '^ O MEw/WiN OF PLATE
<br />EDOE
<br />PLATE REQUIRED FLAT
<br />ALTE NRE IN
<br />SCALE 1/4•.1
<br />! FLOOR 70
<br />���
<br />BUILD
<br />-OUT QUNTING
<br />INSTA 1tON
<br />�
<br />1. INSTALLATIONS ARE MY VALD FAR BUILDINGS WITH ASb. DE 1014 LOADS
<br />TO UP YD 5o1BE
<br />WWOW 7FRAME
<br />.SiSI6II�di..
<br />9/*H41NRtN Fi
<br />L•j A.rW
<br />.SCALEUP
<br />2. FOR NEW CO1STAUCROM: 1YCOU SOUTHERN
<br />PINE 1Na, 2. W/ SPF,CITC OENSTTY 0E D.B6 OR
<br />� w'+w�>"a��.�.:.$fi /AI^' SCALE
<br />A,�
<br />1/4 A.1".
<br />3
<br />FLORIDA BUILDING CODE (High Velocity Hu one Zone
<br />r� im
<br />SEE SPECIRCA AND REDUIK3tOW5 iW! O P all AT TopM A4
<br />WELL AS PAMEL�C(WdffCIDN
<br />s * ;` No, 4 157
<br />: *
<br />I�1
<br />mo2a STEW fz
<br />20 GAGE GALVANIZED STEEL STORM PANEL m
<br />m TRACKS E27 ,-CA AT lM7ED O3
<br />loan aR maD i1TSfA.IADH TYPE aN SMUT 23
<br />4gER .�^-a'.
<br />-00 57AT GF� .
<br />�"
<br />LOBAL PROTECION PRODUCTS, LLC. °T�rmto
<br />.uWir F1]R a �enorLa AL
<br />APruNnmt
<br />TOP & DOTiWA bN BE COMBINED IN AM
<br />TTVE TDP NF WE'.W(3 FIT& : �'
<br />{ 8 A. l?nN± t`xLA x�x IN �(`i
<br />�a,ca ..N._, / ON ,.
<br />'VNANNNtM
<br />�R. t. r,&. At 1wM 4Ya04 N srI"
<br />Iww , 4ns) n1_,6a4'4N V+-16m
<br />. sw. IP sI,+EET
<br />Allow, Omt iL Axx 20-116
<br />(864 Ta4a (A64it�-aNt :. 6
<br />WAY m 51X7 ANY INStAUATION, SO" 1/4" . 1' MF PE SEht/MaTNTuIeCjDATE
<br />NOTE : SH ITIR TWACI9 NOT Dow FOR CLARITY
<br />CA-mork,P
<br />WWUFA A. A P;L
<br />1
<br />" PM4-1
<br />f4 I
<br />. - , _ ARM a W 26
<br />-
<br />� �.11
<br />W M,�
<br />frRXIMUM PANEL LENGTH
<br />L+" OR "L-" (1t.) D
<br />MAXIMUM A.B.D.
<br />DESIGN
<br />PRESSURE PATING
<br />(P.6.1.) (+ ar -)
<br />CONCRETE & WOOD
<br />INSTALLATIONS t
<br />L+
<br />U
<br />=0
<br />rl'-D'
<br />Ii'-8`
<br />310
<br />t t'-.8'
<br />10,4,
<br />354
<br />f0-to"
<br />-Ns
<br />10' "
<br />40.0
<br />10-1'
<br />W-4`
<br />Sao
<br />SO
<br />6a0
<br />8--5^
<br />Y-r
<br />0&0
<br />6'-D•
<br />a-4•
<br />Z5.0
<br />Sao
<br />r-2•
<br />B="
<br />$S o
<br />Y 0"
<br />8-S`
<br />90.0
<br />6 -9'
<br />8-2'
<br />ILAO
<br />6'-01
<br />61-G'
<br />-
<br />1000
<br />B-S'
<br />s`-rl'.
<br />n1AA
<br />6-3"
<br />4I•-1r'
<br />s-7'
<br />S n81E_f'ANZJ.= I11 iRiNIED AT Et;CN
<br />END WITH TRACKS. ( (il. & $ 98 D.M.,�•�• ���'':
<br />'�orWL
<br />MAXIMUM
<br />PANEL LENGTH
<br />"L+" OR "L-" (ft.) G
<br />MAXIMUM A,S:D.
<br />PRESSURE RUING
<br />(P-04.) (+ -)
<br />CONCRETE & WOOD
<br />INSTALLATIONS t
<br />L+
<br />Iv-
<br />20.0
<br />W-4•
<br />W-0,
<br />2S0
<br />t1 -10`
<br />lY-T
<br />30o
<br />li'-NJ'
<br />fO=Y
<br />.mo
<br />ro ro"
<br />a-9
<br />40.0..
<br />9-6"
<br />9-Y•..
<br />45.0
<br />ALSO
<br />e'-3`
<br />71-91
<br />6ao
<br />a -o'
<br />r s
<br />#&a
<br />HOLD
<br />r-s•
<br />6=1Y"
<br />75.0
<br />7-2•
<br />0 4,
<br />Sao
<br />at'.
<br />61-5'
<br />850
<br />7-e
<br />61-3"
<br />90.0
<br />6'-8•
<br />6' r
<br />FOS.O
<br />6'-3`
<br />115.E
<br />N-6'
<br />MINIMUM SEPARATION TO GLASS SCHEDULE
<br />A IMU AKITH
<br />PANE(in)
<br />W $PEED A; 170 m.p.h
<br />WIND SPEED > 170 m.P,h
<br />VNIBETTLAIMED
<br />RESTRAINED
<br />MOWTAMIM
<br />RESTRAINED
<br />3O OR LESS:
<br />1•
<br />r
<br />8 1/4'
<br />>33 TO LTD
<br />1'
<br />T'
<br />7 1/2"
<br />7 1/2"
<br />>90 TO 145
<br />,'
<br />1'
<br />7 tIr
<br />7 1/2"
<br />>145 10 isq
<br />1'
<br />t'
<br />7 1/2'
<br />ULAHUTAd PANFI LFWATH Ana FOR A GIVEN MOUNTING CONDITION
<br />TOP
<br />BOTTOM
<br />CWECf
<br />MOUNT
<br />»Nx
<br />HEADER
<br />.U»
<br />HEADER
<br />1ST
<br />ANGLE
<br />"P"
<br />TRACK
<br />AtN
<br />W
<br />'i" TRACK
<br />-
<br />DIRECT MOtMT
<br />46'.
<br />32•
<br />32"
<br />35".
<br />68'
<br />1"
<br />SO"
<br />4
<br />1.5'X7.5' STUD ANGLE
<br />35`
<br />32
<br />32
<br />32'
<br />4r
<br />-36'
<br />•
<br />3
<br />^C TRACK
<br />$6,
<br />1.
<br />1.
<br />42"
<br />07"
<br />11D•
<br />60`
<br />1IS
<br />50•
<br />3a•
<br />32'
<br />3r
<br />8O'
<br />S8"
<br />W.
<br />1
<br />50
<br />32"
<br />32'
<br />W80'
<br />Se66'
<br />AAx ANCHORS (SET: SCHEDULE ON
<br />. ------ SHEENS 9. 10 all) -�-
<br />8 0
<br />1-�-r r--1-�-r-��--T-t--i-T
<br />1/4, 3/4. 4/5, 5/5 & 6/5
<br />11111/6. 2W/6, 3W/7 & 4W/7
<br />r MAX
<br />0
<br />T r-T'T'r-I--T-T-r-I-T
<br />I PI
<br />LIED PANELS BOLTED PANELS W/�M-20x1'
<br />S.S: M. SOLT W/ 0 FA. OVERLAP I
<br />CABLE)
<br />NS i r (SEE. SECTIONS AS APPLICABLE)
<br />/
<br />A
<br />D.M..Q• (�® - - I f f oor 3• MAX._
<br />i MIN.
<br />115/B. 2W/8, 3W/7 & 4W/7
<br />4. ANCHORS (SEE SCHEDULE 9N SHEETS 9. 10 *11}------------------I
<br />REGULAR STORM_ PANEL M ELF TA ION
<br />2.6G7•,i4• M GAP{''
<br />WOVERLAP -1 WE�LE `NiJ£N) y{
<br />SECT QN A -A
<br />NTS,.
<br />(2) OMN A
<br />.
<br />f(3) SEE SCHEDULE OEM FOR. AWN PANEL LIMIN FOR POROSITY QUALIFICATION.
<br />I't' I i5FA LAT INTO WOOD FINE LISTED. TO * 95 P.I.I. MAX ASS. DEMON PRESSURE RATING
<br />* :
<br />.44167
<br />44tS7
<br />TEOF �
<br />e2026 WIDA, ND.
<br />DE C O ITIC
<br />DOGE GALVANIZED STEEL STORM PANEL
<br />PROTECTION PRODUCTS. LEG.
<br />07/�/7Am
<br />a'N,�+'•.;
<br />f!R(ilp ; ••' k4`'�/ J'Yt%
<br />ANY24
<br />as ant... ]m; ww..Imw, a m,r
<br />41Uti 1=MI4F
<br />2D-11s
<br />4y "' %
<br />l%JYS x.N6�'`�.•'�
<br />n... wB F!b ut-Ua,
<br />M - INBYF: {i 1 -7s", FAY: (96H)E6w-41N1
<br />INSTALLATION DUAILS
<br />INTO WOOD STIR CTURES
<br />t, MITI
<br />V t SEPARATroN 4 1 --�1 i
<br />jll WOOD ANCHORS / t `', {T- TO GUIs.
<br />.yG/ I f= (SEE SCHEDULE ON f �'� 1/AY-.mi• ! -_(SEE SC24EbULE i ,/4•b2mk•
<br />ii ,� SHEET 11) s` ON SHEET 3) 1 x,�
<br />pmOtas_.
<br />./e�>s � � t - 1
<br />i.L Max.
<br />-' PANEL LENGTH
<br />WOOD HEADER. p [[ '.�.,./ WYXM ANCHORSy ` R K,'LASS {(
<br />Mai
<br />REQUIRED, / ON : ii ;,. P L..... -.- 1-' i OAf sFiEE7N SCHEDULE
<br />FOft
<br />1/4" SHEET 11C51EIN3LE
<br />i I SPACF2
<br />/I`II _ 7/2` MAX. /Zlll - Di I SPACER j a i`
<br />1
<br />- \ f( I I LD404 j
<br />WOOD MEADER-
<br />RMAX. j
<br />EQUIRED ED (- ``�- R
<br />EO
<br />N t ALUMINUM LONG ALUMINUM SPACERS 0 12 1/2'
<br />L-i LJ E�. I t 'f
<br />I 4 f1I O.C. (SEE TABLE jlt ON SHEET 11 )
<br />j Min. T 1 I E I i {) 1 t!V j SEE NDFE +' BETAYN FOR UMRATIXNS FOR
<br />4I `
<br />MAX. ) I MAX 6 ? 1 1 1/2` LOIN SLEEVES.
<br />E� 1 {
<br />m DYASS f" PANEL LENGTH T I 1 if1j,
<br />(ON SHUT 3LE- i DULE L (SEE SCHEDULE M { i..-PANEL MATE FEMALE 10 OR PAWN- ANTE
<br />E 1 ON SHEET 3) 4- .. .L.._ 04 SHEET 3) h"PLUS (SEE SCHEDULE ON SHUT 1t)
<br />I.DOMw.
<br />i M11 OW8"7 •N") EXISTING
<br />E;OSTttNi,-
<br />PLATE fE'
<br />aAcs r
<br />DIRECT MOUNT Wf SPAS IQ
<br />ALTEMIM 2V
<br />j„"'" I SCALE 3/8"T•
<br />! N,tl '
<br />1 .f'' :TEE TABLE 1 ON SHEET 11 FOR MAX. PANEL LENGTH'S a
<br />!..''. 0 12 )I2" OC
<br />I MAX. FOR THIS
<br />.D DEMON LOADS INSTALLATION,
<br />or v ED ,f
<br />i
<br />(F^� -i
<br />t
<br />0 12 1/a" D.C. � (,
<br />-
<br />EQ WOW ANCHORS DkDk NaE
<br />i
<br />3..'r(S D1EFAt1LE/ OV UD SPAN TIN M11Y tE 1 t/2• LAMG T.
<br />EO \ ( ��
<br />I E I ! ! II< _
<br />q'
<br />i I....l~� F E i4 _ SHEET 11) {1)VAX A
<br />I (I '-
<br />2'x4• WIND -_. �'. A 1IK L MAN ROOF I (qRW R681IaCggN iFest ANY
<br />'J 3 + BALOW HOW CUMWlTY RMOATIU qN SMFFY 11).
<br />PURE RLi)IJI t i' Y ° i BIDOD ANCNORs i �% t s i .•.:
<br />1" IAd.. RtiKAN TO WAS I1PMA'FF�R :' "X4" WOOD
<br />�
<br />STAAGERED W/ STUD GN S8E6T 3 MAY CE RE011CkT1 m 1 4" ,+9 � _-. � .i-,"'(_ » : � TE REQUIRED W NiCI 9ptf0 'PMOD 9A ppAEI.. WOE FDAME W aR
<br />1 { 1 {SEE SN`tIEDULE ON IX# M" THE FC1U,:AANI CtiNgIRCN�AE .'f4 L..... PAID. IN1E AW6) 64ALL 6PMX7p M4'NwAF AT 11}4" q:F
<br />I 6 3t4F.ET i i) 1 REST104TWa "ON t2 11r OA. $Fip6p MIA = ON
<br />t [ 6).
<br />[ I F I (1) IiIAIt�Ht6t � OEM PRESSURE
<br />1AN0 'HD. -0 P+1. (3) MAX 24 MM PNY6 LEWM W VATO 70 W AT ANY OPFi ING
<br />_..1.�y,, i TWA IAROER PANEL FiNTW NAMED ON
<br />O27 iN•tWRAH SIOR4, O' IR tE11C1H R
<br />MOUNTING (3) SIM PANEL OWALAIKIN W MY (4) t I/rEEI LONG coNmarEtlt /u SN2U. /6. I1DDM® ON
<br />� SCALE 3/8.1' MWET 2 w3TASAWnN qr, 1 ,/Y LONG VAIN We Its ONLY
<br />,WALL
<br />ALiFRNA7tvE 1 W NOG AN OMM WOOD MANE IWKLL 3 AS ODTFJU IN ABM
<br />WYA W4Ii FOR zalffb 1, 2 AND
<br />SCALE 3/8w1' {4) NN40M)A1tO/Z OkY NR WIND E AN THE 2M (He EMIW7) OF THE FUNNX
<br />eukow cm
<br />& ]PEA A9M E NMNNNA,
<br />/ FLORIDA BUILDING DOGE Non High Veloctly Hu Done torte
<br />NOTE FOR COMBINATION OF SECTIONS; 1. INSTALLATION ARE ONLY VALID FOR MAX, A.S,M 3*; NO. 44167 ': ¢ own tmreEo, w- 24 GAGE GALVANRED STEEL STORM PANEL PA.
<br />DESIGN PRESSURE RATING (p.t.T) AND PANEL LENGTHS a * * . -_ ilAtlel et:
<br />*
<br />TOP & BOTTOM MOUNTINGS CAN BE AS PER SCHEDULES ON SHEET 3 (EXCEPT FOR £ -q $TOTED A "^ GLOBAL PROTECTION PRODUCTS, U.C. COMBINED IN ANY WAY TO SUIT ANY ALTERNATE 2W) s y: ,Oy �L E C V tNS.W dGE:
<br />INWAULTTION. •io ••'(DRIB) - MINT T16e aSMW su 3t STREET
<br />EN9utmEElWlo
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD $A'2,W Aw tE.Owe eV4m. a >T,w O,AE, FL. usµ
<br />«••" "'" 20-175
<br />MEMBERS TO BE SOUTHERN PINE No 2. W/ SPECIFIC '.Sj : 'a „'N„"'01Q b1oe "'^tQ°' P1D`K: iNst}�-76a, FAIN tR64)EeP-a1c7
<br />C0"WOM219 .ant. eWelnpN _ +"Aw 161 GRMM10 Nt
<br />DENSITY OF D.55 OR EQUAL. rNt1El1D1 wa7FR ATIJJf m, Pt
<br />44T
<br />GENW L,NiTESIwND 9laR1E IAA61st
<br />(C) F]OSTING WWCW,0 IMM. ePF„(,yF, -(': V)IY L-.m O.Y MIN 1,
<br />1. STORM PANEL SHOWN ON THIS PRODUCT L-1 .UATICW DOCUUENf (PLED.) FaV BEEN VEROTEO FOR COMPtL1NCE WN ACCORDANCE - 1/4- TAPAAM ANCHORS, MANUFACTURED 8Y I.T.W. BUILDER. INC
<br />WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL NOT BE INSTALLED AT HIGH - MATE E PANELMATE
<br />U AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS -
<br />VELOCITY Nt1RRRGNE ZONES (MMAHI-DADE J BRfiLYARD COVHTES). - 1/4•e LAG SCREWS vER N.D:5.
<br />1/4'0 L G SC IN N,
<br />DESIGN MINED PER 1609 Of N CODE. FOR a WIND ESIO WIND LITRE.+ SMALL
<br />BE DETER AS SECTION THE ABOVE ENO 00E BASIC - 7 16"e x 5 8• WOOD I4USFWNC AS DISTRi8U1E0 BY POINT SCREW BOLT 8 SPECIALTY
<br />ALL CW. CO
<br />T FOR
<br />SPEED- THE JUR WNtiYL STORM PANEL Wltl 8E INSTALLED, AtED FOR A DIRECROtMUTY FACTOR
<br />A5 REQUIRED tN E LSDICIION ALLED.
<br />K .O 7-16 NO EX THE MAXIM AS.a: DESIGN RATINGS INDICATED
<br />4 $5. USING ASCi AND SCAR EXCEED UM ( } D€S PRESSURE Rh TIED ON SHEETS C.1} MINIMUMUAALETHREADED PEMETIMTKSFi INTO WIND O" TAPCON ANCHORS 5}lAd. BE 1 1/2" AND 2° FOR O.LO PANELMAYE PLUS
<br />3 9DE 1?&S 18 1W7 7, AND PANELNALE FEE4ALE RD
<br />IN RY THE ON ULTIMATE DESIGN WIN DEtENMNEO PER 7-16 SElALL. W FIRST
<br />ORDER ?T1 VERt SEINE CONDITION, E P LiTADS ASCE
<br />REDUCED TO AS:O: O€SION PRESSURE RATING BY MULTIPLYING THEM BY (L6 IN ORDER TO COMPARE THESE W/ MAX.. (A5.0.) C.2) MINIMUM THREADED PENM'nGN OF LAC SCREW. INTO T14E WOOD FRAME UNIT SHALL BE 1 1/2'. NO THREADED
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 3, 9 THRU 12 & 17. Is, PENETRATION INTO STUCCO SMALL BE CONIMMEO AS PART OF THE REQUIRED THREADED POiETRATION.
<br />IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED. A 331E INCREASE IN ALLOWABLE
<br />STRESS FOR MIND LOADS WAS M USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN GOSI kNED IN C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS, INTO WOOD SMALL BE AS INDICATED IN THIS DRAWING
<br />ACCORDANCE WITH N.D.S. 2018,
<br />STORM PANEL'S ADEGUAC•Y FOR IMPACT AND WAND RESISTANCE HAS BUN VQam IN ACCORDANCE WITH SECTION 1609.1.2 OF CA) MINIMUM PMETFIATION OF WOO} BUSHING SHALL BE 5/8•. 1/4' 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM
<br />THE ABOVE MF nwHED coo As PER AMEPoCAN TEST LAB OF SOLtim FLORIDA REPORTS p0814.01-01 NW 0021942-09, AS SHOULD SIUL'CO EXIST, AND I• MINIMUM FOR WALLS WITH W STUCCO.
<br />PER SSM 12-99 At ASTM E 330-02 STANDARDS, AND AMERICAN TESTING LAS SOUTH FLORIDA REPORT #1123.07-10 AS PER
<br />TAS-201 MO W-203 PROTOCOLS. AND AS PER CALCULATIONS PERFORMED IN ACCORDANCE W/ SECTION 1604 OF Ttt[ C.5) IN CASE TENT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOW WARDS 13E FOUND ON THE OUSTING
<br />FLORIDA BUILDING CODE. WALL. ANCHOR" SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SMALL BE AS MENTIONED IN CA). C.2) & C.4)
<br />2. ALL ALUMINUM EXIVIUSWNS TO TA 5053-76 ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED), SEE SHEET 2 (0) ANCHORS SHALL BE INSTALLED FOLL"NP, ALL OF THE RECOMMENCARONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER,
<br />3. ALL ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE M05-HI4 ALLOY. S. PANW MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTION 1 THROUGH 6 (SHUTS 4
<br />4, ALL STEEL SHEET METAL PANELS $HHALL HAVE 5TRUCTURAI QUALRY STEEL, ASTV A-653 ITRADE 84 MINIMUM, G-60 GALVANIZED THROUGH S) EXCEPT THAT HEADERS('} &(B SHALL NOT BE USED.
<br />S)EEL DESIGNATION WIPY. 92.2 kA (AFTER ROLLED). 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE
<br />5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ALSO SER S OR CORROSION RMSTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME
<br />BUILDINGS.
<br />50018 W/ 5o W YIELD STRENGTH AND 90 W TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION
<br />2411.3.3.4 to EACH REGULAR STORM PANEL WITH LENGTHS OVER 90", AS PER SECTIONS 1, 2, 4. 5, 6 AND ALTEIM71YES IW, 3W & 4W ON
<br />SHEETS 4 5 6 & 7 RESPECTNELY• NAVE A L.EW" AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />6. BOLTS TO BE ASiM A-307 GALVANIZED STEEL. OR A19 V4 SERIES STAINLESS STEEL. WITH 36 ksi MINIMUM YIELD STRENGTH. SECURE PANELS WITH APPLICABLE R'E9NFORCEMENT DURING PERICDS OF HURRICANE WARNING.
<br />7. ANCHORS TO SR1LL B AS F WALL E O1,OW6: il. THE INSTALLATION CONTRACTOR IS TO SEAT CAULK ALL SHUTTER COMPONENT EDGES W1CNAEANLN IN GdTtNUM°CONTACT WITH
<br />THE SURGING, TO PR€VENT WD/RAEN INTRU�N.
<br />I
<br />(A)IX
<br />- 1/4"0 TAFCON ANCHORS AS MANUFACTURED BY I.T.W. SUILDEX, INC. (MIN, Fc=3192 P.mJ.) 12. STOFIA PAVER INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONINO REGULATIONS
<br />- 1/4• w x 7/8' CALKAN` ANCHORS: AS MANUFACTURED BY DEWALT INC. PROVIDED EN THE JMSDICTINN WHOSE PERMIT IS APPUED RD.
<br />- (MR,. x 3/4" SOLO -SET ANCHORS, AS D+STFIBUTED BY ALL POINT SCREW, BOLT & SPECW.TY CO. 13, (a) THIS P(mOKT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS C04EMC AND DOM HOT PROVIDE INFORMATION
<br />(HIP. rt-.TODO"-I-)
<br />FOR A SITE SPECIFLC PROJECT: i.e. WHERE THE SITE CONDITIONS iWVIAT'E FROM THE P.E.D.
<br />- %14-10 PANELMATE FEMALE D & PWDJ447E PLUS ANCHOS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />- 1/4'e ZAMAC NAUN ANCHORS. AS UAERIFACTURED BY DEWALT. INC. (b) CONTRACTOR TO BE RESPONSE POR THE SELECTION. PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />A.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4"; 2" FOR ELM PANELMATE TWO BASED ON THIS P.E.O. PROVIDED WE/SHE DOES NOT DE\MTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPORMENLNY.
<br />1 3/4- FOR ZAMAG NOUN ANCHORS.
<br />IF a TNts PRODUCT EYA411,ATIOFt OfK:UMENf WILL DE CONSOEREO NNN}D MOOFIEp.
<br />_
<br />A ..N & -SET HORS SHALL BE EMBEDDED 7 $" RTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />2)
<br />STUCCO SHALL, BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, (e, SM SPECIFIC PROJECTS SHALL M PREPARED BY A FLORIDA REMWEED ENGINEER OR ARCHITECT WHICH W9.L BECOME: THE
<br />AND 1' MINIMUM FOR WALLS WITH NO STUCCO, AND MAY SE H&AG€D SCREWS OR ALL THREADED SGREWB W/O HEAD, ENGINEER OF RECORD (COLT.) FOR THE PROJECT AND WHO WILL BE P95PONSIW FOR THE
<br />BUT WONT WINO NUTS. PROPER USE OF THE P E.D. EhGFNE€.R OF RECORD. ACTING AS A OaEGATED ENGINEER TO THE
<br />P.E:D. ENGINEER, %K1 SUBMIT TO RCS LATTER THE WE SKCWIC DRAWINGS FOR REVIEW -
<br />A3) IN CASE THAT PRECAST STORE. PRECAST CDNCIMM PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEI$NO SUCH PANELS. (w) THIS P.EO, SHAD. BEAR THE WE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL
<br />ANCHORAGE SNAIL BE AS MENTIONED IN At) AND IN A2)ENGINEER OF RECORD THAT PREPARED IT.
<br />(8) TO O051TNC. COMETE BLOCK WADI_ ASTM C-99• 14. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4• I TAPCON ANCHORS AS MANUFACTURED BY 1. T. W. BIIlDE7K, INC. PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.2 OF FLORIDA BUILDINGOWE. ONE LABEL.
<br />SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY Will S€0710N 1709.9.3 OF THE
<br />- 1/4' 0 x 7/8. CALK -IN ANCHORS, AS MANUFACTURED BY MINALT. INC. FLORIDA BUILDING CODE.
<br />- 1/4 10 X 3/4" SOLI) -SET ANCHORS, AS MSTRIBUTED BY ALL POINT SCREW+ BOLT & SPECIALTY CO.
<br />- /14-10 PAM€UAATE FEMALE 0 AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRO IINILENHN
<br />- 1/4" I ZNAAC NAIUN ANCHOR$ AS MANUFACTURED BY DEWALT, INC. A. Tt(+
<br />♦yY°V'A•�YC(i
<br />,gyp
<br />ELI) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATES AND ZAMAC HAWN :ANCHOR, INTO THE; FLORIDA BUILDING CODE N00 High VaSacf HurriOone Zanw
<br />BLOCK UNIT SHAD BE i F/4"-
<br />8.2) GNJ(-EN & SOW -SET ANCHORS SMALL BE EMBEDDED 7/8• INTO THE CONCRETE BLOCK UNIT. NO i ,44 67 _ `2a0 IL'�0' A°�' 24 GAGE GALVANIIED STEEL STORM PANEL 11Mw
<br />STUCCO SMALL BE PERMMM. 1/4" e-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD SEXIST. *
<br />Z' '-.
<br />AND I' MINIMUM FOR WALLS WITH NO STUCCO. STATE IL E C O LOAN:. GLOBAL PROTECTION PRODUCTS, U.G. aT
<br />9
<br />9.3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. SIUCCN7 OR WOOD BOARDS BE E,F�ORI , :;4 e usn wom A. an c 4040 ii inter+
<br />EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH P Ark •...... \�:A n.,. ,LINO m-�s '. a, , pem 4s1.w+ nNTKE: (o64Oam-7ARa One W)AA-w7WT 20-175
<br />ANCHORAGE SHALL BE AS MENTIONED IN B.1) AND IN 8.2). ''. /ANAL � '�cA-a0pg�j°iA wr,s s,A Kaewe+. DRAWN; wa:
<br />' 1IE T` ^
<br />A N Am t.TA ICI WATURPI
<br />tFNNlllll n It A ,mi/T Jr.f P.E. n-I • I I matt I or 1a
<br />INSTALLATION
<br />DETAILS
<br />FOR REGULAR PANEL
<br />D
<br />INTO POURED
<br />CONCREJE. OR.
<br />CONCRETE BLOCK
<br />STRUCTURES
<br />F�t CONCRETE
<br />-DER mCONCRPoE-TE�%OCX
<br />'
<br />iM CONRR€E BL
<br />j
<br />'
<br />REDUwa
<br />REQUIRED.
<br />CONCRETE MOR6RS, *%
<br />('SHUTS
<br />CONCRETE ANCLiOtS_
<br />(SIDE
<br />THROUGH H0)
<br />,.-.,
<br />---17 !
<br />'+✓'
<br />THROUGH t0)
<br />--�-{.� 1
<br />1 `�✓
<br />Ci Rm ISTING POURED
<br />1
<br />112• :.
<br />_
<br />g ----`
<br />CGEECREEE /�•�
<br />NEOIXRED. 6LOCe...K
<br />4:/-E
<br />1/4'
<br />MAX.
<br />/
<br />I
<br />1 1/4"
<br />j
<br />CONCRETE ANCHOSS ✓ I r.�
<br />f
<br />L
<br />ED.
<br />iMAX..-._..,)
<br />E
<br />(SEE 550hIEDULE ON 1
<br />SHEETS 9 iFNOUCsH TO) 1
<br />j�/// f
<br />I
<br />1 I
<br />c two ARATION'
<br />T
<br />TAIL PNiR
<br />1 tDtCaR auD1 T-K)
<br />_ ICI ON
<br />_'jl
<br />� _.
<br />it NsE FdI PMRk9
<br />I
<br />E p.
<br />a
<br />I ,. 1
<br />ETIFST9HG (SEE SCHEDULE
<br />'
<br />t
<br />(9�
<br />CUSS ON SHEET 3}
<br />PAIL LENGTH
<br />�
<br />�
<br />"L•
<br />1
<br />F (SEE SCHEDULE
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<br />NOTE FOR COMBINATION OF �
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<br />I = i O.44167 NOTE FOR COMBI,Hgy OF SECTIONS: w s FLORIDA HLtt(9ING CODE Nqn H h Velocity HurrPg411Ni Zone
<br />1. INSTALLATION ARE ONLY VALID FOR MAX. A.S.O.
<br />TOP & BOTTOM MOUNTINGS CAN BE DESIGN PRESSURE RATING (p.6.T) AND PANEL LENGTHS =--qq STATE C7f ,uam xmxm Ire 24 GAGE GALVANIZED STEEL STORM PANEL ETA"".,
<br />COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 $90' "t r �
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<br />C O ENC. G1.8BAL PROTECTION PRODUCTS, LEG" Am-
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<br />SHEET NO.
<br />SH 131
<br />
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