|
-••-1�- j
<br />,-.t.3#0I -
<br />- , 350, - - I1 I.
<br />3RW
<br />j ■■!
<br />Gl
<br />t NOBEm
<br />0 W.• M. TIKR
<br />GAV/MZEO 5711:
<br />1
<br />(�.. IS \ ,
<br />: [DOE
<br />ASTM .GS3
<br />GRADE BD 4eAMI,M
<br />TYP. 1 10.2
<br />IEA•EQ-
<br />0..6D GAY
<br />EWE
<br />_ -- DETAIL A
<br />46
<br />O STORM PANEL ( r / 790
<br />ORAIL k -
<br />35o
<br />PANELs AWL. BE INSTALLED ALWAYS
<br />FROM LEFT M RGW W/ 1/7' LED
<br />AT END AT LEFT SIDE Of PANEL
<br />-._.ss5o -
<br />3.750' II
<br />077'
<br />PANEL S END LIP T '--
<br />W/ HE71Meo m1i *0.03'
<br />_ * `I `'
<br />-. `•.
<br />w
<br />�
<br />ISOMETRIC VIEW DETAIL A
<br />ROUNDED CORNER O ENDS Of PANEL'S
<br />I �2.371•._.1 END LIP W/ MEMMED EDGE
<br />(NCI 5)
<br />2.sw
<br />091' Olr LJ- N
<br />I I067- 150-
<br />71.1N'
<br />MAXIMUM A.S.D. DESIGN PRURE RATING (p.•.f.) AND
<br />SCHEDULE
<br />Y F nln r
<br />CORRESPONDING V� iMUM PANEL LNC�j� _ __
<br />FOR SERIES 1000/20D0 -7 HANG HANG STORM PANEL I SYSTEM
<br />LVAA[_ONLY_r2R_P.Y11• .11AI;'U4_A,`..PAR &LU01: . I' -THREE 1' StlEL]_21:.
<br />1M11MW AS.D.
<br />O[APR
<br />LWI•NM
<br />5rtgN
<br />f?
<br />ARP) TomP7S
<br />a
<br />fM
<br />SECTIONS
<br />.660. -75-3
<br />ro' ce Lt35
<br />7 e/,P
<br />BOLTED •
<br />1'. 3'. 3'. 110,
<br />zw k ]w
<br />.86.0. -75 -3
<br />W OR LEST-.
<br />EST
<br />-- 2 7/e'
<br />NX7ED • -
<br />4k 4-W
<br />• UR 1 .-F2A37 ' SP BLS. * W~ AT OVERLAP k 40% Or PANEL LENGTH
<br />WEI Of
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATIN(j1p.9_LLMD_CORRL$PONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE t CONCRETE BLOCK cTR"JUREc_ A
<br />c_.- - 3A± INR �f rttrN
<br />:YALiU 9LLLY_f9R PXTLL.:il�IfL,L.. _.1:..lk1RU .i' --. .-5r7EE.tZiI
<br />MAXIMUM
<br />4.5.0 DESIGN
<br />EFAXIAN ANOLOR9 SPACING TOR C. a.. ) 1/I' -
<br />_- --- -----
<br />APRX-air to
<br />PRESSURE
<br />.---
<br />RACON9 CALK-M PANEUNR rOWE D rA TIUMM PUN
<br />pCUTOAK / 4
<br />Aw oon IF ON
<br />MMOMM PANEL
<br />RATING
<br />el.
<br />1r 7ARM
<br />I HI/lOIH l' (M)
<br />ro tp1101LR
<br />TO caNr34TE
<br />To cowrwtTE
<br />ro CDNCRCR'ITO
<br />12'
<br />N/A
<br />I2•
<br />N/A
<br />11'
<br />N/A
<br />12-
<br />j N/A
<br />V A 2' (TOP)
<br />it'
<br />]• •
<br />t0'
<br />3•
<br />5'
<br /><-
<br />S•
<br />A-
<br />S t (BOTTOM)
<br />1010--
<br />12'
<br />J'
<br />12'
<br />5•
<br />B'
<br />6'
<br />B'
<br />6"
<br />1 BOTTOM)
<br />1 44
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />12 1/2'
<br />11•
<br />2' (BOTTOM)
<br />-15.3
<br />7•
<br />N/A
<br />6 1/2-
<br />N/A
<br />4 1/r
<br />--
<br />N/A
<br />4 1/2'
<br />N/A
<br />1- (TOP)
<br />70' ON ass'660,
<br />12'
<br />N/A
<br />12'
<br />N/A
<br />9 i/2'
<br />N/A
<br />B 1/2•
<br />N/A
<br />J' (BOTTOM)
<br />12,
<br />N/A
<br />12'
<br />1 N/A
<br />12'
<br />N/A
<br />12•
<br />N/A
<br />Y (LOP)
<br />12' 1
<br />6' j
<br />12"
<br />1 9 1/2-
<br />,2'
<br />11
<br />12
<br />II'
<br />A- (ODTI
<br />• UNITED TO 86A Pal. ASD. DES" PRESSURE RATING
<br />Aat SHEET 26 rOP ANCHORS','PE w SPARING TOO W.SIALATIONS INED WOOD
<br />"RAIL BUILDING
<br />MMMW ANCHOR SPACINGS AND McNW EDGE DISTANCE AR[ WOKATED M NA
<br />SC1EDI FOP E O US$ TZAR OLOGTED ON SON SPA[ [DNA[ MILLI/ ANCHOR LNG
<br />R WITYSY.N6 SPACING ON WE n(A FACTORS FOR
<br />nlls O DUCEMSCIREDU11
<br />SSMIL INED DOING FACTOR ATp s
<br />6[ POK RDINOC SPATED
<br />RAT OF LESS 1N,W ARAelW SPAVNo YIaC RO FOR 1,4OI ARC11011 IMP[ AT
<br />LESS THAN SPA FOP EACH AD HOR
<br />A,YL71ces LEGEND
<br />Y've--
<br />1/4:
<br />1/4.0
<br />1/4'.
<br />ANCHOR IT'1C
<br />_.
<br />R;aoo
<br />ANI�AiIiW
<br />IMATLWTt
<br />VAn-•i _.
<br />- R DHOW 1P O1e (.-)
<br />3
<br />3
<br />3
<br />a In
<br />,Pn-- DII-41A DR3
<br />3
<br />3
<br />J
<br />IF
<br />IEUL 10 ORK Mw000
<br />MINIMUM
<br />a I-_-___
<br />-
<br />-_
<br />p
<br />3,
<br />140
<br />-
<br />,.66
<br />U
<br />-
<br />3 1 - - -
<br />__
<br />IND
<br />-
<br />,r0
<br />IIIX"'I'll.1111/Illy
<br />,a`` CEA•A)TIE(;;1s,
<br />Y
<br />} RCOLAR[5 Mar DISTANCE BETWEEN 801T04 Of PANEL I Il/7•
<br />AO (1) to BE ,/2' 'ONTO.
<br />Cf
<br />REQUIRESa } } Rraus Na,. nAN,-E NWtl TwkTDor-•ou a PINE,I
<br />AN0 (2)I,)BE 3/I8- ,.,I3 16•
<br />I W..
<br />rinRNn♦ At HirING rnnr fW"N M.-C, W,."I.... 7.,._
<br />* No.
<br />=y 0,r.•. FC
<br />. F •'' •
<br />yrysSl
<br />IN
<br />* rr : *
<br />n
<br />R10F, �I� /
<br />f
<br />ALAI EX;.I•`r /
<br />F,•A R21Xa
<br />I IL E C O IMC
<br />(_
<br />20 GAGE GALVANIZED STEEL STORM PANEL
<br />'4' N
<br />GLOBAL PROTECTION PRODUCTS, LLC.
<br />.Soo We. 51 snBE,
<br />RMw- R 333,.
<br />RIOK' (OS.,W-»ALA NMI: (-, --e,s,
<br />°f DATE 0
<br />I ILIRNOfA 1-"I w ARY
<br />,r. w. ILq 4NRR,a n aI.
<br />,":. ar1 .H_Y, I. LMY.1...
<br />G-OD00>ff
<br />CARER A PLOT A., 01.
<br />R 1 7
<br />TO-176
<br />G'r'w10 H.'
<br />m� r1
<br />NIIIrrIpE SLY/WIOMR,WE/M,7
<br />.VI n-+y
<br />_ _
<br />Olaf a- M
<br />COMPONENTS FOR REGULAR LIFE SAFETY & E-Z HANG STORM PANEL _SYSTEMS
<br />(SCALE 1/2-17
<br />___ _. 15.125• (TOTAL WIDTH) - -- - - -- -- - _
<br />- -x.,er
<br />12.500• (EFFECTIVE WOTH)----__..-. _ _ I I __ +.,93-
<br />,„_--'-----'1' 1/4• Mv.)-_ _.. -. i- ,J74 .T
<br />IW--ir • - 10•
<br />L
<br />1.671 �,!
<br />Jr
<br />-11
<br />1�YP.)
<br />1130' 100•
<br />3,375' I 0e0-
<br />oer -
<br />2,75'
<br />-1
<br />I f .E75-
<br />- 2.D00' -
<br />2307' - .-�
<br />. r___
<br />140T • 625'
<br />I, � -1 .
<br />�Sf
<br />/ - r .e1/•
<br />SO KEY HOLE WASHER
<br />3105-14154 ALUM ALLOY
<br />1 --. 150' -
<br />Hf WI•
<br />- - -- 1.260. I - ais O SLEEVE 2 1 /B"
<br />4 -I MAX, LENGTH
<br />2.000• 7.000'
<br />•-.IW
<br />l(�\ Jam/) '.ow : [A I
<br />-
<br />O REV. 'H' HEADER ® FeU- HEADER I _r,
<br />t' Mw. TO 5' Mew
<br />® SLEET rNCVLEI 1H *" MAX. CO ANG
<br />-374• .---. 3.000'_ •� PMI - ITS ALLOY
<br />., .M'
<br />11' ALTO'
<br />175• 082'
<br />ISol
<br />AA w! I '0 1.120' �" 160'
<br />{ LT i 1 `` t 123• 4, -, --ram. ®MMI. O i� 1..
<br />11 I ) IMI' Kf - - T
<br />1 y
<br />- 2.000•- - L--L-- T'. L_ . XL'rI0H5 ... L. 260.
<br />11R
<br />.204'
<br />13 BUILD -OUT "F' © BUILD -OUT "F" TRACK 1B & SO WASHERED WINGNUT
<br />jRACK ANGLE (lAMAC 3 AL:m)
<br />2� 'H' HEADER (�) 'p' TRACK
<br />PIP TOP IDcr
<br />ar PANEL
<br />]75' I
<br />( 1 i. PANEL
<br />9 .
<br />S
<br />1
<br />I*.626
<br />.
<br />foum
<br />afe'_ , 828'
<br />or
<br />r-.-`-'r'��ite.i
<br />© I�{OLE AT PANEL 750• -
<br />ANQ.E WITH STUD
<br />0.02.• Cub)
<br />(ALVANIZEU "ELL
<br />a
<br />1-1110
<br />0. 10
<br />L T
<br />-@ OR S®
<br />J
<br />Iw
<br />AUIff"
<br />( ) .91E a= 6 TOR AGWIFmM
<br />.61 l- LMw1D0S A SLEEVE LDIG. 6 , 4'.
<br />I . ONLY VALID FOR INSTALur10NS INTO
<br />R. ,7e• WOOD STRUCTURES
<br />3 750'
<br />i50
<br />(TAP '.)
<br />1© PANEL HANGER
<br />(I 1147 WIDE)
<br />(USE ONLY FOR E-Z HANG STORM PANEL
<br />SYSTEM) 6063-TB ALUM. ALLOY
<br />FLORIDA BUILDING CODE Non High Velocity Hunle ne o Zone
<br />24 GAGE GALVANIZED STEEL STORY PANEL Often
<br />IILIECOINN Pn7n-P
<br />'• a �19"..U\� GLOBAL PROTECTION PRODUCTS. LLC. an
<br />- / Lem 1.. 31 .T. _
<br />tarmust [ c ANr
<br />� - NL'h " M01,AWI. WSP,T. K Y O4`F. n >II e,n 20-175
<br />1 IHM•I ,r. '41~-,eY ti LAW n,_,M, "" RONF (% )-W NA. IeYkIW-
<br />Uen
<br />w..N.A-. �na
<br />AT INAL/WeILIUME/D.Fit wAtG A KT W., r [ � lIITT 1 O le
<br />e,
<br />_ - 125'
<br />LIMP )
<br />/
<br />2.owA 6AD•T
<br />I
<br />I 750
<br />1
<br />11 'J' TRACK
<br />"p1EPCENIL(' /
<br />V SF '.-
<br />No.44167
<br />*
<br />STATE OF
<br />-XXo PUYTF, PIC
<br />INSTALLATION DETAILS FOR SERIES 2000 & 1000 E-Z HANG STORM PANEL (11)
<br />INTO EXISTING WOOD STRUCTURES
<br />�.: 11/2' Wn THWART) PENETRATION U 4Y. 2•14• WOOD
<br />RE- L/4.0 LAO SCREWS 0 6. OC W/ TO CUSYNG wow READER % ACOLIBn I/••, :Aa 7CnLW5 • e• D.t w/
<br />, //2• W+ TNWAOM P[4RRMRw } Ml M ON EDGE I { r 2• MR, THREADED PEH TALON
<br />.., / ETw
<br />ro dISTK+a Wgpp LEADER
<br />rI [ [Xb1I16 woae Iw,10EW
<br />r 4 C41e1. 0 EA H,Y.0
<br />\ • G CMC O ® 7 l ��
<br />< conN 0 EA ND © 5 1/ .•-�`� 6 cant W ,',/ L'Avc NaW$Nc
<br />• tl END O , i I O.C.
<br />-1
<br />Five LAG 9DCw5 • 6- a C. w t 4 Cont. 914.1- sA.s.
<br />- •-20aJ •' 1 ' Wn. 0 I • G CND D'
<br />ppI �(!_ BUSS 17 ROOD
<br />% �` i L - 1 �/ nwINO PR
<br />waw Rud-R ..1
<br />(SEE DETAIL 1/2. A T Jwhirm "' ro H
<br />I � w
<br />Ii.- IrJR IA OEtOWWW�-_ 1 Or MEN ITYP.I
<br />' (fiA DETAIL ,/2. A
<br />- I`p�I __ 3/16' Wm MR RAPT 4 C_ /1N1• S.N.6 T- _-VAR- ffi!X�
<br />S w4DrN or Eum 0 1 /•
<br />,1pDp 1IEAp�p B u DO a t'-
<br />l ROORIm F R»41'
<br />5
<br />!.
<br />ADER
<br />7r.-IIA-1A� • 0
<br />! 1 I 1 NOTE
<br />•I. _,_._.._ 1
<br />, WOOD HEADER IWOURm j
<br />/ 1
<br />,+ 41PMf1TRN I 1/4'P-7(- .- � M/. 7cRII W/
<br />- NPARATON ,/.'•-70.3/4' 6 10 GLASS. RING 3CA IAMG I3 •
<br />Ta GLASS 1 6
<br />wKIT , O
<br />0P,3/]7' P22H!! EVID E OVERLAP I1 17' O.0
<br />I �G 2 ,/tr H6.1 i
<br />-
<br />I EVIRY OVERLAP IF SU'NMIID,I
<br />F ! I/4 .-70J/4 cuST 11(/i ti70Y3 4' v
<br />I. _ , t 4In 7/, . RE Le" FJ
<br />- SEPARATOR - -NCI M,n 0 4 Wq
<br />GLASS
<br />p � f to a:ASt LVEWr OVERLAP ly nEW- aN O.IF
<br />yya GI ._ _ _. _ •S
<br />XY, v QQ
<br />S tl I tl
<br />p
<br />I I
<br />-I r
<br />r W i
<br />14 UP ,� ( i ypaP�p- I
<br />J G9 I ! 4 jj , i
<br />!
<br />i. 8 1/A'P-2aa3/4' M9 R q N [' 3 Cwtl 2(
<br />I
<br />Nw HG �M� I /f C 3 1 I ii
<br />" �,:,__ [A [ I� "
<br />n Q -
<br />I
<br />- -I._-] J' 0 C r
<br />_L_
<br />- , 4_4- 4• s. W, •, \ I! , 4Y PA141AAAA iL4Rt[ D �" -
<br />i
<br />�.- �
<br />>< . w
<br />2 PAHTLYYC PUi9
<br />B 2 HK r„n, 1. 8 -{ 1 4Y-TITS]/: 4.5
<br />I
<br />D/RR ].J� 1 I ;//
<br />7Luittanomet
<br />TILL. .OPrK (Q(•NOTE IA BELOW) \ I•NI2 o.c 7/rh 1/37• w11G
<br />F
<br />I ) '" 4In !I{,i OR I IY-7Q3/..
<br />�.. --
<br />II
<br />I/.•. LAG samews 0 6. cc w MMIMN )) .4 _�7p> , 2,50fJ T W (Sff
<br />V, L I , i !' MIn. nHquo[n PINETwi%h •--TI000( RATE AEWIRCD '//e^i 3/4' e. WJ
<br />t // �/3% _NUN L NOTE IA BilOw)
<br />7N OF PLAtt AT SfAE3 2000 M �L
<br />Mi O1 O1 F19GE !;!! ILL I 0-21�y}IN/yt0
<br />(W2 14-10 PANl1ANTE PLy6 w/ MIALKRIW (STt NOTE IA $B,M , 1 A
<br />17 6' Yn IMNI7RARON 1 ,2 • _ '.I \ \ 6 ,/-7W13/.' M.i W/ 7/e'eJ/52'
<br />1 \ �,, 111MG•NUT A( ,Y OC
<br />I
<br />SOLI IWp .[4y�O�EI
<br />/
<br />YIA f2) ]•R4' AA -..• 4h, I/1/2 Wns I'M11m PEK1 %. Mn (f Y 1/1/]' . MR[AXD PEMTRUXED.
<br />WOOD R R[O,RCL ALTERNATIVE 21'W ,� •DGD MATE • MA,ROM U CUTE
<br />mft,Gkk161A1111
<br />TICOIAIIO
<br />HALE M OR EDGE c�E I/A-.,- ' L 4In l•.F' IK".OoMT a ON [OSE
<br />A�' PLATE .COLORED PUT
<br />"W
<br />ALTERNATIVE 1 BUILD -OUT MOUNTING
<br />5t4.L IAA . _FLOOR TO CEILNS2 MOUNTI INSTALL TA IT ON
<br />NOTE. - IN `t t ATION ALTERNATIVE 4„W
<br />I INSTALLATIONS ARE ONLY VNJD FOR 6UILOWrS WnH AS O. 0\SxA+ IMDs '•. � ..IIHHEHNIy, ��`'' ...1'a'.E ..
<br />UP TO +660, -15.$ PAT AND PANEL'S tnIGM UP TO 3'-f0 Q -. f•1
<br />q, A. TI((�/�% W
<br />z fop NEW WD D ITLW[ aXs NUCTpn ROO MEMBERS TD LiE sa HEAR $ . oi.t
<br />PINE NP. 2- w/ SPECFIC DENSITY OF ass ce CaHA `-1r I, ;11 ✓•y Si
<br />` DENS•••
<br />•`v F •' '
<br />= FLORIDA BUILDING CODE NI h Veloci HurrIcon* Zon•
<br />?
<br />nrt IA.
<br />x : No. 4 z -1. •a,<....c
<br />: z 20 GAGE GALVANIZED STEEL STORM PANEL 9fr SPLCKIG No IICI2VAEM[N,S fGR ,P Of LION' IW (IDV A TOP As _ * ' * S OwR M
<br />WELL As PANEL CONNECTIDR ro +11ACKs DR A, ecTiFj BA5[G o" Rppp I�1pLW t - --
<br />--
<br />Loa, tX+ 1000 I•IALLA762N TYPE LAIN b'(m 27 A=DI/MD -a'. STAT OF ` .2 ` IR/n/mw
<br />� GLOBAL PROTECTION PRODUCTS,
<br />LLC. a,[.
<br />„on �g ALTERNATIVE TOp N[AOEw yypOp FR♦�AW,r'.,•ftp 0�' •' ' IL E C O ENe Mcc
<br />FS �j\��� LIMIT rR
<br />,a G- R G c0 AN, PAW &OI-
<br />a w" MN 1.45 COAL RI `Q,R3INW IN ANY ON�ITION t M .NOR OCATTIO f S/O i,� O � w, aAppR n U,Y "Rw wP "-n.e. rA (W)M-., 2D-176
<br />A'Thl N L . ;;:, n,-,Tar ,� . DM! n,_...
<br />.. IL I
<br />gull Ott N41AIlA„OA. BfNL 1/4' 1' Illlll Nl nl CA-eO07IP ORA1Ww. M.
<br />NOR SHUTTER TREKS NO( 5HOW1 rM CWLTr [ RALNIOMRWT/DAR AN.,IR A /WA u ;Y A- YRET :e d M
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (n.e.t.) AND CORRESPONDING �2/4
<br />MAXIMUM SINGLE PANEL (1) LENGTH "L" SCHEDULE ONLY FOR REGULAR STORM
<br />PANELS INSTALLATION INTO POURED CONCRETE. CONCRETE BLOCK & WOOD (t) - ANCHORS SHEETS 8 $C &II) aN
<br />3• MAX -- ORS(0, 10 •UL _._..
<br />SINGLE P 4 5Q) L•H•rcE•uMEn SINGLE PAHL15(19E'[1�AIm AT Si H -o
<br />NAl tDP oR BOTTON END_fE(lin._IBAcics i`,L`.I_ Z;y Ik 23, 08
<br />ZI((TELT14CKS ij;OR(81 O DIRECT MOUNTED-AL-LACH,_LtlQO 0.M..O2 ,Q3 .®. r-T-1--1--,- I--1- --I -I-i-' T-'j- -r-T;
<br />/1 la L
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR %-" (ft.) 0
<br />YAKWVY M.S.D.
<br />pfSIGN
<br />PRESSURE R�TP•O
<br />CONCRETE k INDW
<br />INSTALLATIONS `
<br />t
<br />200
<br />121-01
<br />W-0'
<br />210
<br />12'-O'
<br />11'-*"
<br />3BA
<br />10'-to,
<br />Fr-0' -
<br />400 ----
<br />lo-I•
<br />i•_••
<br />410
<br />B•-0_"
<br />0•-9• _
<br />sac
<br />*'-1•
<br />I 4r-4•
<br />su
<br />r-r
<br />'. o_
<br />Mo
<br />B-r
<br />r-71
<br />no
<br />i_o•
<br />_
<br />.1
<br />7no
<br />- 7'-r
<br />r r
<br />750
<br />r-1'
<br />*'-)a'
<br />Bao
<br />r-0•
<br />r=r
<br />*So
<br />7-_a,
<br />61-r
<br />tloo
<br />*-0•
<br />72•
<br />96.0
<br />*•-►•-
<br />El'-0*
<br />1000-0
<br />9 _3
<br />9 r,'
<br />Cato
<br />IFA9 -
<br />6-3'
<br />- --
<br />3-*1
<br />- IL_ 7' -
<br />3-5
<br />I, -a
<br />MAXIMUM PANEL LENGTH
<br />"L+" OR "L-" (ft.) 0
<br />MAXIMUM AS.ODESIGN .
<br />PRESSUTRE "TING
<br />CONCRETE ME WOOD
<br />INSTALLATIONS 1
<br />7QO
<br />W *
<br />IS'-0`
<br />no
<br />-to'
<br />n_r
<br />Sao
<br />TV--$-
<br />10•-r
<br />4"
<br />r-e'
<br />r-21
<br />4&0
<br />_
<br />*'-,'
<br />9'-r-
<br />$0.0
<br />'•
<br />0-7
<br />r a -'-
<br />sL0
<br />r-r
<br />r-0"
<br />_
<br />RCEO
<br />6'-01
<br />r-0'
<br />65,a
<br />T-f'
<br />r=t'_
<br />MO
<br />7'-61
<br />*'-11'
<br />710
<br />7' t'
<br />0'-91
<br />Sao
<br />71-01
<br />6•-,e•
<br />90.0
<br />*'-9'
<br />W-1 •
<br />*5.0
<br />6'-r
<br />S'-Lou
<br />_
<br />100.0
<br />I 0'-3 .
<br />Ii
<br />1Do-D
<br />B'-J•
<br />51-4'
<br />I F0.0'-
<br />-
<br />3'-1,
<br />I ls.D
<br />-
<br />•'-10'
<br />MINIMUM SEPARATION TO CLASS SCHEDULE
<br />MAXR4W
<br />PANG LENGTH
<br />WINO SPEED < 170 ..P..
<br />WINO SPEED > 170 .PA
<br />('n)
<br />LimPSTRAINE32
<br />I RESRNMED
<br />UNR[SRWNED
<br />RESUMED
<br />39 OR LESS
<br />1•
<br />1•
<br />6'
<br />IF1/4'
<br />>JS TO 90
<br />I.
<br />I.
<br />7 1/2'
<br />7 1/2-
<br />>90 To 1.5
<br />I.
<br />I.
<br />7 1/7•
<br />1 7 1/2-
<br />>I46 ro i
<br />I'
<br />I-
<br />-
<br />MINIMI3M PANFI. L FNGTH (In) FOR ♦ GIVEN MOUNTING CONDITION
<br />•U•
<br />,.SAS'
<br />eUND-TIN
<br />TOP
<br />ORECT
<br />T'
<br />•R,-
<br />Ail
<br />y//FByp��ACIt
<br />401A(i
<br />HEADER
<br />HEADER
<br />AMCIE
<br />TRACK
<br />W/SEY
<br />BO,rTOM
<br />c,b9A¢S
<br />-
<br />ONECT MOOR
<br />48'
<br />32'
<br />32'
<br />De
<br />S3'
<br />-
<br />SIT'
<br />50-
<br />4
<br />-- -
<br />1S`XI.5- STUD ANOLE
<br />35'
<br />32-
<br />32,
<br />-
<br />32'
<br />47:
<br />7B'
<br />--80•
<br />'.
<br />A
<br />'F' TRACK
<br />1.
<br />32BUILD-OW
<br />32'
<br />42'
<br />67'
<br />6a'
<br />T
<br />IF`'
<br />W SOLE 0.05U..
<br />'�'
<br />32'
<br />37'
<br />36'
<br />60'
<br />S6•
<br />56-
<br />�SE-
<br />_
<br />1
<br />jr
<br />5D-
<br />32•
<br />1.
<br />38-
<br />W.
<br />S6•
<br />U'��OrY-4)
<br />D. M.. 3O.
<br />(4-1
<br />0. 44167 i 4uow Rnco, Nc
<br />*
<br />y�. tATE Or #_.,,4�,, % / I�E C O
<br />Wwm
<br />��•A S'.0. .... e• ..44EFF / -" n.•. "osi n`,Y'a' `M
<br />AS
<br />1/4. 3/4. 4/5,
<br />1W/6. 2W/G. 3W/7 & 4W/7
<br />3' Aw
<br />.-- ---------'--- �• TIN_
<br />O
<br />�.�-LI 3
<br />- I
<br />_fi _fT r
<br />BOLTEDVS,M.S. BOLT W/(e EA OVERLAP
<br />(SEE sfclIONs As APPLICABLE)
<br />._L_I_.I_l I I I I
<br />-�1lllll ��
<br />- --- - - - o- - ----
<br />- I Iy
<br />]' WAKE1/4. 3/4, 4/S, 5/5 & 6/5 '• N'N.
<br />2/4 1 W/6, 2W/6, 3W/7 & 4W/7
<br />-- --ANCHORS (SEE SCHEDULE ON SHEETS 9. 10 k11)-
<br />REGULAR STORM PANE. C1) ELEVATION
<br />1 /
<br />. . 1b. -
<br />687, NIS
<br />(Wl OAR". -, 19101E VALLEY)
<br />00lJ7117I19i
<br />B(1) L. WX UAL ALLOWABLE PANEL LENGTH FOR A OVEN POSITIVE ASD. IX" LOAD
<br />MAX ALL PANEL LENGTH FOR A GN[N NEGATIVEASO. DESIGN LOAD.
<br />(2) PROCEDUN[ TO DETERMINE MAXIMUM PANEL LENGTH,
<br />GIVEN A POSITIVE A.S.C. GULCH LONG, DETERMINE MAXIMUM PANEL LEWIN -L.' FROM SCHEDULL
<br />GIVEN A NEGATIVE ASD. DESIGN IOW DETERMINE MAXIMA PALL LENGTH L-' FROM SCIQI%AE
<br />FINAL MAXIM ALLOWABLE PANEL LENW CTM IS EAL TO THE MINAILIW DETERMINED PANEL LENGTH
<br />BETWEEN -I.• AND L
<br />(3) SEE SCNEDIRF BUD* FOR WIN PANEL LEI/GN FOR POROSITY QUALIFICATION
<br />T MAX A R. RATING
<br />w T T PRO WOOD ARE l 0 + 9s .A f SO DESIGN PRESSURE t S ALIA IONS +IRTE'0 P
<br />�' �' 'S e, ID k ,I FOR MAX. AS.D. DESIGN LOADS k WX. PARR LENGTHS FOR
<br />p`t. •3[clOry EI SPACER &i) IS USED.
<br />ln_ •. 1_ n notn• BUILDING CODE (Non High Velocity H
<br />24 GAGE GALVANIZED STEEL STORM PANEL
<br />.ORAL PROTECTION PRODUCTS, LL
<br />40a 3w 31 SILENT
<br />oAYE n. 3v,.
<br />PATE NV-)r--,Sn CASE (-PTA-OAT
<br />j1i
<br />r.F.
<br />nwN9
<br />_W/E,/3nre
<br />LYRE
<br />20-175
<br />GRARAO R.'
<br />R 3 ar IP
<br />GENEitAI NOTES
<br />11Y1n FaB ••• •r W-.IIWTY * •_; IW16 slD•M "W"'L[T4 (C) 19,LwSDMG wor, .CANT M..LCM( GB7rM__i_- o'er`' [b,
<br />I STORM PANEL SHOWN ON Tw5 PRODUCT [VALWTtON DOCUMENT (P E.D.) HAS KEN VERIFIED FOR COMPLIANCE N ACCORDANCE _ +/4'IF TIPCON ANCHORS, AS MAMUTACIURED BY II.W BUILDER, INC
<br />WITH THE 2020 (7th LOTION) Of THE rEf9nOA BUILDING CODE THIS STORM PANEL. SNAIL NOT BE INSTALLED AT HIIGH - #14-to PANELMATE FEMALE ID AND PANELMATE PLUS ANCHORS, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />VELOCITY HVRRXANE ZONES (MAW -SIDE / BROWARD COUNTIS) - 1/4.0 LAG SCREWS PER NU.S.
<br />A
<br />DESON WIND LOADS SHALL SE CETERWNED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE. FOR A ISI,51G N1N0 - 7/16'0 . 5/B' WOOD BVSNING. A$ d5T108uI£O 8r ALL PUNT SCREW, SOLI * SPfCW1T C.O.
<br />S N T RI XWINE WHERE STORM PANEL WILL NE NABOVE •LTD O IREFOR
<br />BA ACTOR
<br />P FOR A D F
<br />SPEED A5 REOI RID BY NL JV SO
<br />THE p RN SHUTS T " F P FD-0 05 USING C 7- 16 VIVO SHALL NO EXCEED E MAXIMUM A5 0 DESIGN PRESSURE RATINGS INDICATED ON EFTS 1 MINIMUM THREADED PENETRATION INTO *DOD OF TAPCON ANCHORS 5/.4L B I 1 2- AN OR ERGO ANELMA7 PLUS
<br />NG AS l 7 C) HRCLE E / 0 E
<br />P f
<br />9 1 1 1 AND ANELM4L [ C p 3. /IRON 2 * 7. B REAL
<br />.
<br />N it I WIND L[WY' DETERMINED PER ASC 7-1 SAWl Bf. f1R57
<br />I 'R vERHW TNF ABOVE CONDITION. ULTIMATE DES" D CTFRM E 8
<br />REDUCED TO AS D, DESIGN PRESSURE RATING BY MULTIPLYING THEN ITT 0.6 N ORDER TO COMPARE THESE Wj MAX (A.$ D) C 2) MINIMUM THREADED PaIrTRATON OF LAC SCREW. INTO THE WOOD FPLAW[ UNIT SHALL ITC 1 1 /2' NO THRFMfD
<br />DESIGN PRESSURC RATINGS NDICATCO ON SHEETS 3. 9 THRU 12 R 17. 10. PENETRA7FON INTO STUCCO SH4L BE CONSIDERED AS PART Of ME REQUIRED THREADED PENETRATION
<br />W ORDER 10 LERrfY THAT ANCHORS ON THIS PE.b A5 T[5TE0 WERE NOT OVER 57RE5XU, A 331 INCREASE IN NI OWABL/
<br />STRESS FOR YANG LOADS WAS = USED N THEIR ANALYSIS FASTENER`.. SPACING TO WOOD HAS BEEN UETERWINED N Mf C 3) MINOWN EDGE DISTANCE Or LAG SCREWS, INTO WOOD SHALL BE AS RGTFO N THIS GNAWING
<br />ACCORDANCE WITH NOS. 2018
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED N A;COROANCC WITH SECTION 16D9. 1.2 OF C.4) MINIMUM PENETRATION O *000 PUSHING SHALL BE 5/8' 1/4• P-20 SCREWS USED SHALL BE 1 1/2• LONG MPRMUY
<br />THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB OF SOUTH FLORIDA REPORTS /W!1401-01 AND 0021902-02. AS SHOULD STUCCO EXIST. AM I' MINIMUM FOR WALLS WIN NO STUCCO
<br />PER SSTD ,2-99 b ASTM C i3O-01 SfANOARDS, VINO AMf.RIFiN 1FSIRIC LAB $OVEN FLORIDA REPORT /112301-,0 AS PER
<br />TA5-20, VINO TA5-203 PROTOCOLS, AND AS PER CALCULATIONS PFTNFORMEO N AC,COR(W.CC W/ SECTION 1604 OF THE C 5) IN CAY T,ul PRECAST S7-I OR PRECAST CONCRETE PANELS, STUCCO OR *000 BOARDS BE FOUND ON 74E EXISTING
<br />FI.O IDA BUILDING CODE WALL. ARMORS $HAIL 0E LONG ENOUGH TO REACH THE MAN $1Rl1CTVNE BEHIND SUCH PANELS
<br />ANCHORAGE SHALL BE AS AIENIIOWD IN C 1). C 1) k CA)
<br />2 ALL ALUMINUM EXTTKR)ONS 10 BE SD63-15 AL1_OY AND TEMPER (UNIESS OTHERWISE NOTED) SEC SHEET 2 (D) ANCHORS $HALL 131. INSTALLED FOLLOWDK: ALL OR IRE RECUMMINDATIONS AND SPELIFK:ATIONS O THE ANCHOR'S MANUFACTURER
<br />.7 ALL ALUMINUM SNER METAL USED AT CLOSURES SMALL HAVE 3105-1414 ALLOY. 0 PANELS MAY ALTO BE W-VAIED HORIZONTALLY FOLLOWING 14STALLAPON DETAILS SHOWN ON SECTION , THROUGH 5 (SHEETS 4
<br />4 AU $IEEE SHEET METAL PANELS SHALL HAVE STRUCtURN QUN.TY STEEL. ASTM A-653 GRAM 60 MINIMUM. G-80 GALVANIZED THROUGH 5) EXCEPI THAT HCAOFRSQ A® SWILL NOT BC USED
<br />STEEL DESIGNATION WARY. 122 kw (AFTER BULLED). 9. /T SHALL BC THE RESPOMSIBLM Or THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 57RUMERE WHERE SKITTER IS 10 BE
<br />5. ALL SCREWS TO OF STAINLESS STEEL 304 OR 3t6 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE INNS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR W000 FRAME
<br />BUILDINGS
<br />SaD1e W/ 5o Wi YWLU STRENGIN AND 90 Aa TENSE STRENGil1 VINO SHALE COMwY W/ F DRIDA BUXaN4C CODE SEC ION
<br />2.11 SSA 10 EACH REGULAR STORM PANEL WrTH LENGTHS OVER 00'. AS PER SECTIONS I 2. 4. S. 6 AND ALTIT•ATN" FLA. 3W * 4W ON
<br />SHEETS A. 5, 6 k 7 RESRUINELY, SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO
<br />6 BOLL TO BE ISM A-307 GALVANIZED STEEL. OR A15T 104 SERIES %7MALES$ STEEL. WITH 35 WI MINIMUM YIELD STRENGTH SECURE PANELS WTM APPLICABLE RETWORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />7 ANCHORS TO WALL SHWA BE AS FOLLOWS It, THE INSTALLATION CONTRACTOR IS r0 SEAL/CAULK ALL SHUTTER COMPONENT EUGES WHICH REMIJN IN CONTINUOUS CONTACT WITH
<br />THE BUILDING TO PREVENT WIND/RAN WTHU5ON
<br />(A) 1201211hG_ pQUflER_!CMwL
<br />- 1/4'1 TMCON ANCHORS A9 LAAIR/FACTUALD BY I,i.W. BUILDE%, INC (MM� 1'C^s/B2 pJ,i.) 12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND L/WNG REGLM[IENS
<br />PERMIT r.
<br />C TN ,n7N15OCT10N WHERE PERM S APPLIED 0
<br />X I -I UfACI - U OEWALT INC PROVIDED BY E ERE
<br />- 1/4 I /6 CALK -IN ANCHORS, AS MNN LANE flY
<br />- 1/I A 3/A' SOLID -SEA ANCHORS, A5 ORTRIB7fEC BY N.1 POINT SCREW, BOLT * SPECAItt CO 13 (R Tr16 PROf71CT EVALUATION OOCWCNT (P.EO. PREPARED BY THE ENGINEER LS GENERIC AND Wc1 NOT PRDVR)C INFORMATION
<br />(LPn r-3000 P.E.I.)
<br />FOR A SUE SPECIFIC PE I[G7, .0. WHORE THE Sett CONDITION$ DEVIATE FROM THE P E D
<br />- / P R IA-1 P 7 F AN U ANCHORS A$ MANUFACTURED BY ELCO CONS RUCTION PRODUCTS
<br />0 WEIMA E FEMALE ID B EVMTE PLUS
<br />- 1/4'0 ZAMAC "LIN AICIRX,S, AS MANUFACTURED BY DCWALT. NC (D) CONTRACTOR TO RE RESPONSIBLE FOR THE Sf_LCCION. PURCHASE AND INSTALLATION NCLUDING LIFE C SAOr 1Hr5 PRODUCT
<br />BASED ON THIS P.L.D. PROVIDED HE/SHE DOES NO' DEVIATE FROM THE CONOVIONS DETAILED ON FINS DOCUMENT
<br />A 1) MINIMUM EMBEDMENT OF FAfpOH ANCHORS INTO POURED CUN(:RETT SHALL FIT 1 3/4', 2' FOR ELCO PANELMATE AND CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR' RESPONSIBLRT
<br />1 3/4' FOR ZAMNC NAI/N ANCHORS
<br />(c) THIS F'RWI/R EVALUATION DOCUMENT N1u BE CgN51DfRCD PNAUO IF 1LOdnEO
<br />A2) CALL-N * SOLID -SET ANCHORS SHALL BI EMBEDDED 7/6' INTO THE POUNLD CONCRFIF NO EMBEDMENT INTO
<br />$H4U BE PERMITTED 1/4' 0-20 SCREWS USED SHALL RE 1 I/2" LONG MINIMUM SHOULD STUCCO EXIST, (d) STE SPECIFIC PRGNfC(5 SNAIL BE PREPARED fN A naL10A pELlSTTHEO F.NONFFP OR ARCHITECT WHICH WILL BECOME THE
<br />FUR WALLS WI 0 STUCCO, AND ANY BE HEADED SCREWS OR ALL READCD SCREEN] / CAD. ENGINEER Of RECORD (E OR) OR E RGUEC 0 O WILL BE RESPONSIBLE OR E
<br />WITH N TN W O H F 1/1 P i AN 'RII F TH AND f' MINIMUM
<br />AND
<br />BUT WITH WING NOPROPER USE OF THE. P E D ER Of RECORD, ACTING AS A DELEGATED ENGINEER TO THE
<br />P. E.D ENGINEER, SIN.: SUBMIT TO THIS UTTER THE SITE SPECIFIC DRAWINGS NOR WYKW.
<br />A-3) N CASE IHNI PRECAST STONE, PRECAST CONCRETE PANCLS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />EXISTING WALL ON FLOOR. ANCHORS SPIRIT Of LONG n•OUG/1 TO REACH THE MAIN STRUCTURE REREAD SUCH PAWLS (e) THIS PE-0 SIWU. RETAIL THE DATE AND ONK,IMAL SEAL AMID SIGNATURE W TALC PNOFESSIONAI
<br />ANCHORAGE SHALT OF AS MENTIONED N At) AND IN A2). ENGINEER O RECORD THAT PREPARED IT
<br />(B) TO..EXl52V19CONCRETE ASAP--G_3iI' 14 SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />.'h.OGK _'AYE
<br />- 1/4' P TAPCpN ANCHORS AS MANUFACTURED BY I i W BOLDCX, INC. PANEL SHUTTER N ACCORDANCE WIN SECTION 1709.2.2 Of FLORIDA BLRLOING CODE ONE LABEL
<br />$HALL BE PLACED FOR EVERY OPENING LIBELING TO COMPLY WITH SECTION 17099.3 OF THE
<br />- 1/4' 0 . 7/6' CAUL-N ANCHORS. A$ MANUFACTURED BY DEWALt, INC. n.0 DA WLD6p COO;
<br />- 1/4'a A 3/4' SOLO -SET ANCHORS, AS DISTRIBUTED BY ALL PONT SCREW, BOLT * SPECIALTY CO
<br />-- PIA. PANELMAIE FEMALE ID AND PANELMATE R115 ANCHORS. AS MANUFACTURED MY CLCO CONSTRUCTION PpOI)WPNIIIIIII/l/l
<br />. 1/4. 0 7AMAC Mw4UN ANCHORS, AS MANUFACTURED BY DEWALT. INC WA,\Ea A,..T(L(/,,
<br />9.1) MINIMUM EMBEDMENT Of TAPCON ANCHORS, DECO PANCL.MATES AND ZAAMC NOUN ANCHOR. INTO THE \C EN - ✓
<br />\' LS '•� FLORIDA BUILDING CODE (Non High ValocH Hurricane Zane
<br />BIOCR uert $WWI. NE I I/4'
<br />e1PA •4,ITL M
<br />►Q,44 7 c 24 GAGE GALVANIZED STEEL STORM PANEL
<br />0 7) CALK N b SOLID -SET ANCHORS SHALL BE !EMBEDDED 7/8' ALTO THE CONCRETE BLOCK UNIT NO = .;: er
<br />- --�\
<br />-- _...------..,.__ ._ Prn,l7Pip
<br />STuCr o SHALL X PERMITTED. 1/4• a-20 SCREWS USED SHAH BE 1 1/2- LONC MINIMUM SHOULD r.'sl. * _ %-
<br />VINO I• uNwu4 FTXt WALLAS wrtH NO sn,cco. STATE - GLOBAL PROTECTION PRODUCTS, LLC.
<br />�i, F L/ IL EC O INe \ NPR
<br />BJ) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOVN E,fC TRLUT ,TTNO` rNGR[[-tic cO4Purr .soD A.• a, s,IRa
<br />O R I '�'E+N"67 PIN. I� sv,.
<br />KA .I.r .ten n. AIM
<br />EXISTING WALL. ANCHORS LIALL IN: LONG ENOUGH f0 REACH THE ALMA STRUCTURE BEHIND S1CN P S '• G\ r.... N>.iYy� ,. uOLI ..,-YH .14OI.N. I».Hee-Pal. ,A, (Ma]_- , 20-175
<br />Ar
<br />ANCHORAGE SMALL M AS MENTIONED 1N 8.1) AND IN 8.2) ewffs/ON IL * 'A" G-omeUte '�"� - �'R"° "'
<br />I'IUBM11 Olp. '[ >a•MAwEBRLBSEMIE INTa A TRIP r, Of. MEP"'_ r, WIt1A 1 ar IW
<br />-.._._- ._ ..._-...._.,_--'
<br />INSTALLATION
<br />DETAILS
<br />FOR REGULAR PANEL
<br />!'i')
<br />INTO POURED
<br />CONCRETE OR
<br />CONCRETE BLOCK
<br />STRUCTURES
<br />9IS?NCI POURED CONCRETE
<br />EXISTWG POURED CONCRETE
<br />-_
<br />OR WNCHETE BLOCK
<br />OR CONCRETE BLOCK
<br />RC DUMED
<br />I
<br />REQUIRED.
<br />CONCRETE ANCHORS 1i . ,::
<br />-
<br />CONCRETE ANCHORS ;{{..
<br />(SEE SCHEDUIE ON ASS
<br />SHEETS 9 THROUGH to)
<br />-- )
<br />(SEE S[1EOUEE W
<br />SHEETS 9 THROUGH 10)
<br />O
<br />EXISTING POURED
<br />CONCRETE OR
<br />f l
<br />_
<br />i-
<br />, 1
<br />CONCRETE BLOCK
<br />REDO RED
<br />ii� 1/4Y-aprl'
<br />4
<br />l%
<br />4/2 ,/.-
<br />i
<br />T/2• I 11/4.
<br />'
<br />-1R FC •BIM"
<br />R'�6
<br />aj
<br />,
<br />I
<br />v
<br />NAll.._._--___--,.
<br />CONCRETE ANCHORS
<br />} (SE[ SCHEDULE 01(. 4 -.;.
<br />___r- _- _-
<br />'l
<br />4 . ,'.
<br />T
<br />I
<br />E•)
<br />1
<br />SHEETS 9 THROUGH 10
<br />i �
<br />fig/ /;/ u , �j'•
<br />_
<br />%/ ,,%
<br />i
<br />; 0
<br />l!/
<br />:1;,
<br />I
<br />I 1[J
<br />(Ea ,;
<br />, O
<br />1 1
<br />1
<br />L TVA.
<br />I M)n
<br />F TAP 1
<br />1
<br />_._.L_. ,. /.Y-M,
<br />01 %=0
<br />,� 7) FaI R4Ea
<br />ERIC ou rr7
<br />E
<br />q ,�/A1
<br />11 -tin.- -:..
<br />II
<br />.q 0 G1A55.
<br />y/,SAY 7s
<br />-' -
<br />i : � � -
<br />1 ED. i!//
<br />J 1
<br />1
<br />I
<br />C%157MG (SEE SC14EWLE
<br />(
<br />�.' Nar.
<br />I L
<br />(SEE 5Ny1FIXllE.
<br />Y ON SHEfI 3)
<br />I 1
<br />I
<br />I
<br />LASS-� ON SNETT 3)
<br />(
<br />PALACE LEND TH
<br />1 (SEE SCNfDul f.
<br />II
<br />I
<br />'L• Mo, IIAP, SEPARATION
<br />1 TO QA59.
<br />I 7' YaX
<br />T
<br />CONCRETE ANCHORS I i -
<br />1 ON SPIER 3)
<br />-Y-
<br />9
<br />p f
<br />I
<br />7
<br />PANll LENGTH
<br />DIM SCHEDULE 11�E
<br />PEL LENGTH
<br />! ;SEC SCHEDULE
<br />(SCE SCHEDULE DN [
<br />SHEETS 9 THROUGH 10A
<br />_
<br />I - 1)
<br />C
<br />II
<br />II
<br />1 I
<br />1
<br />�SC1LIC�DUIE
<br />ON $HEEL 3) 1 IA
<br />i. ON $HEEL 3)
<br />I SDI
<br />'L•
<br />Ex1rlENG-jN
<br />I 1 j
<br />1
<br />ExImNG I
<br />I
<br />1
<br />!Df
<br />c1A55 11
<br />I
<br />CLASS
<br />I
<br />.I
<br />1 ,NIX
<br />"LE.f{X 14A0 IULR
<br />,
<br />I Of 1'
<br />1Kk-
<br />I .-
<br />f'y
<br />I I'll
<br />I
<br />L ::
<br />E D.
<br />I
<br />1 _ .
<br />+ `2'
<br />I
<br />I
<br />EX.rnNG POURED
<br />I
<br />i E,
<br />I �O +1rr
<br />r(�
<br />_I `L
<br />CONCRETE OR
<br />O.0
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<br />_ _ 0, 44167 2 24 GAGE GALVANIZED STEEL STORM PANEL � •, DESIGN PRESSURE RATING (p.P.1) MID PANEL LENGTHS 2 * : = DO'1A' R' COMBINED IN ANY WAY TO SUIT ANY AS PER SCHEDULES ON SHEET 3 19' SCALE GF .•Q.i ORWRI n
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