|
END CLOSURES DETAILS FOR INSTALLATION IN POURED CONCRETE,
<br />CONCRETE BLOCK OR WOOD STRUCTURES: VALID FOR REGULAR, LIFE
<br />SAFETY & E-Z HANG STORM PANEL 1) SYSTEMS
<br />OR
<br />31M
<br />VANES r.4* am Fmmm: 00_7, ..Mr 3108 "-1- 00
<br />11A
<br />AUAFF OW. ALUbL
<br />& (19 ANGLE WITH ;0=. 3/4'
<br />Z 1/2 TAPOON 0 1
<br />POURED CONCRIETF_ 1 311* TAP" ANGNGAA 2 1/2-
<br />A"Il
<br />AMU= L (Z OR(3 fall
<br />FAIL, FA%n
<br />CAP
<br />cur 00400111
<br />to IV cc 2, 2. 06V ?a It"TE LID OXW"
<br />YAM
<br />z17-
<br />-Xn 2* on' ock.
<br />Ir JAW 217< L 41 ALUML ADC[ OR
<br />4
<br />M'3105-HI&4 MW P01.0" COMMM. ODNIAM
<br />X 4' X I T. IIIAXX OR 2.4* WOOD FAA(
<br />JIG, 001 2 112' ft*A'KD
<br />Joel j.. T < 10
<br />CONY 41AL ANCLE 1/4,
<br />- - - - - - Me. GAP
<br />1/4- 0 SOLI -4; 4. 07V
<br />";
<br />a 12* cc -N . am 0001JI-111 ALLOT
<br />W/ik"Wft C.4 A&_ ow
<br />CASE A (PLAN) CASE B (PLAW CASE Q (PLAN) CASE 0 (PLAN)
<br />SCALE 1/4--1- SCALE 1/4--1- SCALE 1/4'.1- SCALE t/4'.1"
<br />7 04 SMO-29 Olt CAAN
<br />1100 PANILIME
<br />Ep61Fq IRA At-PEND
<br />OR PANO-Afn'
<br />cow,
<br />1 .511 POURED come Olt 2*.4' WQOP SCHEDULE
<br />(., PANEL CoNclum KC FRAW omwisn As APPLIQMIUF to If,
<br />OVERLAP BEYOND V.' WOOD &
<br />a'- 10
<br />OPENIM WIDTH) CONCRETE. bomeNENE Aroumm•00 re W= FTAME •M6
<br />x
<br />94,a OR(4
<br />YAM-
<br />VARICS I
<br />REAS v=
<br />PAPAU13L Tot
<br />sr M. WALL (WVM Cut 00 PNI!L)
<br />X GLO 06TANCE
<br />---- ------- CASE G (PLAN)
<br />A SCALE 1/4.1'
<br />wivalt
<br />4 VAUD FOR DIRECT MOUNT PWA"TION ONLY &
<br />rNo,
<br />CERTIFIED PANEL INSTALLATION AT WAILS W/
<br />44167 SURFACE LEVU VARUCtIONS WITHIN 3/4-
<br />FLORI BUILDING CODE (Man High Velocity «urrkone Zone)
<br />CASE E (PLAN) CASE F (PLAN) T OF 91= 11,71100. W. 24 GAGE GALVANIZED STEEL STORM PANEL
<br />SCALE 1/4--1- SCALE 1 /4'-1'
<br />GLOB9 PROTECTM MMM U.C.
<br />%W a, DKCI
<br />COAL M =14 20-175
<br />GROW N.
<br />WAV0WiJV,/bft Zma i"-ql i
<br />.Mm a ill
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANEL (1) iNSTALLATIONS INTO WOOD STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTAL.LATIONS AS PER ALTERNATIVES LAW THRU 4W. ON SHEETS 5 & 7)
<br />MAX. ALSD
<br />DESIGN
<br />I
<br />RATING
<br />MAXIMUM ANCHORS SPACING IN ED. - AS SHOWN ON SHEETS I & 7
<br />'u ANY
<br />1N
<br />011O
<br />OF THEM
<br />PANEL
<br />LENGTH
<br />TAPCON
<br />LAD SCREW
<br />PANEUAATE
<br />FEMALE a
<br />PANELMATE
<br />PLUS
<br />WOOD PUSHING
<br />Ir
<br />Is*
<br />13'
<br />Ir
<br />Ir
<br />Ar
<br />13,
<br />Ir
<br />Ir
<br />lIr
<br />a I/V`
<br />0 1/2-
<br />6 1/2-
<br />5 1/2*
<br />2W m
<br />0 1/4"
<br />12 1/2*
<br />0 I/C
<br />(Wn 1)
<br />51-11"
<br />a'
<br />IV
<br />CROP)
<br />OR
<br />LESS
<br />r
<br />31
<br />+45, -45
<br />OR
<br />LESS
<br />jr
<br />3
<br />13*
<br />IV
<br />IV
<br />ir
<br />1r
<br />IV
<br />IV
<br />W (SOP)
<br />ir
<br />13"
<br />13'
<br />IV
<br />r
<br />I (Wmn"m)
<br />1/2*
<br />0 1/2-
<br />6 1/2-
<br />5 1/2-
<br />6 1/2*
<br />(TOP)
<br />-
<br />-
<br />4 1/4-
<br />12 1/2-
<br />6 I/C
<br />(Wffl)
<br />4 1/2*
<br />4'
<br />6 1/2-
<br />6 1/2-
<br />1/•
<br />1".
<br />7'
<br />1/2,
<br />12'
<br />12,
<br />(RIP)
<br />IV
<br />13.
<br />a 1/2-
<br />PETna"
<br />LSEE TABLE #I FOR MAX. A.S.D. DESIGN LOWS & MAX. PANEL LENGTHS WHEN SPACER (9 IS
<br />USED, cowspolicim ONLY TO ALTERNATE 2W ON 9*:rr a I
<br />MAX. kslo.
<br />DIES"
<br />PRESSURE
<br />RAIING
<br />MAXIMUM ANCHORS SPACING FOR ED, . AS SHOWN 06 SHEETS 6 & 7
<br />AP%CA9UE
<br />ALTMAM
<br />OF THEM
<br />MAXIMUM
<br />UONCM
<br />(ft.)
<br />TAPCON
<br />LAC SCREW
<br />PAMELMATE
<br />FEMALE AD
<br />PANELMATE
<br />PLUS
<br />WOOD mishm
<br />11V
<br />13,
<br />Ir
<br />Ir
<br />mm
<br />IV
<br />Ir
<br />Ir
<br />�3�
<br />a.
<br />a 1/2*
<br />s 112.
<br />a 1/2'
<br />6 1/2'
<br />a lIr
<br />20 (TOP)
<br />-
<br />-
<br />6 1/4-
<br />12 1/2-
<br />6 1/4-
<br />ZW (BI".*)
<br />5*-W
<br />OR
<br />1/2.
<br />3W
<br />WITOM)
<br />LESS
<br />13'
<br />IV
<br />.45. -45
<br />TO
<br />+75. -75
<br />13,
<br />Ir
<br />IV
<br />13"
<br />13'
<br />IV
<br />13,
<br />Ir
<br />to*
<br />IW (TOP)
<br />13,
<br />Ir
<br />IV
<br />•to
<br />(ammm)
<br />6 1/2-
<br />6 1/2'
<br />4 1/2'
<br />a '/2*
<br />a '/r
<br />FW (TQP)__
<br />6 1/4-
<br />12 1/
<br />0 1 4•
<br />to MIT;.)
<br />:F
<br />TO
<br />5*
<br />5
<br />3W (11013061)
<br />13,
<br />13'
<br />S 112"
<br />40 00P)
<br />13*
<br />3;
<br />ii
<br />13.
<br />to'
<br />4. (1110111CM)
<br />I• SEE TAM 11 FOR MAX. A.S.D. DESIGN LOAM & MAX PANEL LENDMIRS WHEN SPACER 0 IS
<br />USED, COARMPONDING ONLY TO ALTERNATE 2W ON StW 6 1
<br />uAE
<br />dj a
<br />A.SA DOM LOAD
<br />MA)OMUM PA4&
<br />LENGTH
<br />40 PSF OR LESS
<br />G.-O.
<br />> 40 PSF TO 50 PSF
<br />6•-2-
<br />> 50 PSF TO 00 PSF
<br />W-10-
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W1 PANEL MATE AMAa ID OR PANEL MATE PLUS
<br />ANCHORS & W/ " Sf*W /IiI,4Z 1/2' O.C.
<br />(VAUD ONLY FOR PANE -Le INSTALLATIONS AS PER SECTIONS I THRU S. ON SHEETS 4 & 5)
<br />MAIL A.S.O�
<br />DESOM
<br />PRESSURE
<br />RATING
<br />(v 9.0
<br />MNX#AUU ANCHM SPACING IN MI E.C. POI! SCHEDULE 111:1.001' 0
<br />9=
<br />-
<br />PANEL
<br />LENGTH
<br />v
<br />00
<br />MAX, - 0.
<br />DE54H
<br />PRESSURE
<br />RATING
<br />(p As.)
<br />E
<br />MAXIMM ANCHORS SPACING MR MIN .D. PER SCHEDULE BELOW
<br />APPLICANUE
<br />70 SECIXed
<br />A
<br />IMgYW
<br />PANEL
<br />LENGTH
<br />(ft)
<br />lAIAODN
<br />SOLID -SET
<br />7
<br />FlEMALLE 0
<br />PLUS
<br />ZANMC MAKIN
<br />-
<br />CAUK_W
<br />&
<br />SOLD-KT
<br />FIDIALE 0
<br />PLUS
<br />Iman m
<br />1i I Em
<br />To
<br />I&
<br />To
<br />colmm
<br />to
<br />Comm=
<br />'Am
<br />To
<br />amum
<br />OF THEM
<br />-arleatogliA
<br />3k
<br />sk
<br />-&-hal,
<br />THEM
<br />443. -45
<br />OR
<br />LIM
<br />13'
<br />13'
<br />13'
<br />IV
<br />13"
<br />13*
<br />r
<br />L
<br />I r
<br />Is,
<br />13'
<br />Ir
<br />1 (700)
<br />OR
<br />LEES
<br />.4k -45
<br />-651 -45
<br />Ir
<br />13'
<br />13'
<br />13,
<br />Ir
<br />IV
<br />Ir
<br />IV
<br />Ir
<br />1 Ir
<br />Ir
<br />it 1/2'1
<br />(TOP)
<br />5,-r
<br />OR
<br />Uns
<br />13,
<br />Ir
<br />IV__
<br />13,
<br />.
<br />IV
<br />13*•
<br />13,
<br />IV
<br />13,
<br />13'
<br />IV
<br />IV
<br />-
<br />Ir
<br />13,
<br />Ir
<br />ir
<br />-57-71
<br />-1/2,
<br />1 mumm)
<br />-L3:
<br />Ir
<br />IV
<br />Ir
<br />Ir
<br />IV
<br />13*
<br />'r
<br />13'
<br />IV
<br />Ir
<br />13,
<br />IV
<br />2 POP)
<br />13'
<br />".
<br />13'
<br />13'
<br />Ir
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />Ir-11
<br />1/2'
<br />2 (TOP)__
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13,
<br />13"
<br />Ir
<br />ur
<br />13.
<br />Ir
<br />Ir
<br />13,
<br />13,
<br />IV
<br />IV
<br />Ir
<br />Ir
<br />Ir
<br />13'
<br />tr
<br />13'
<br />Ir
<br />it 1/2'
<br />2 (Bunum).
<br />Ir
<br />13
<br />Ir
<br />Ir
<br />I Ir
<br />ir
<br />Ir
<br />lAi.1,13,
<br />r
<br />13,
<br />IV
<br />13,
<br />13'
<br />Ir
<br />3'
<br />13*
<br />13,
<br />IV.-
<br />Ir
<br />It 1/2'
<br />3 (TOP)
<br />12 ."
<br />12 1/2-
<br />6 Ille
<br />12 t/2'12
<br />1/2'
<br />9 1/4'
<br />-2-E-100p)
<br />6 I/C
<br />3 (110TIOM)
<br />I�
<br />1. .,2
<br />a
<br />I,
<br />-
<br />-
<br />I t/6-
<br />i 1/4-
<br />3 (morw
<br />v
<br />r
<br />6'r
<br />1.
<br />a-
<br />I �1-e
<br />it-
<br />5 lIr
<br />r
<br />is*
<br />If 1/2*
<br />a"
<br />7 1/2'
<br />a'
<br />6.
<br />r
<br />4 (TOP)
<br />Ir
<br />-
<br />4 (manom)
<br />6 (TOP)
<br />
<br />a
<br />TV
<br />IV
<br />13,
<br />IV
<br />13'
<br />13,
<br />Ir
<br />IV
<br />fir
<br />tr
<br />ir
<br />ir
<br />IV
<br />I r
<br />13'
<br />Is vi -Ts
<br />11 1/2'
<br />It 1/2'
<br />11 I/r
<br />174
<br />4 (BOMLt)
<br />5 (TOP)
<br />5 (WITOM)
<br />I (TOP)
<br />I (W"L-)
<br />TV
<br />is
<br />-Ir
<br />1
<br />-T3;-
<br />- •-
<br />13-
<br />Ir
<br />13'
<br />T3='
<br />IV
<br />1 1.
<br />13"
<br />IF
<br />3
<br />- ---
<br />IV
<br />13'
<br />a 1/4-
<br />...
<br />I r
<br />1.
<br />6 1/4'
<br />13'
<br />6 1/1'
<br />_
<br />Ir
<br />5 1/4'
<br />-
<br />__+
<br />-
<br />-_ -
<br />3.
<br />---
<br />1/-v
<br />IV
<br />13,
<br />is'--
<br />I-
<br />6 t/-*
<br />a /IV
<br />-
<br />a 1/4-
<br />1 /A
<br />a 1/4-
<br />0 (molm -1
<br />Ir
<br />S.
<br />13.
<br />to 1/2'
<br />13r
<br />r
<br />13"
<br />T
<br />.7 1/215
<br />1/2
<br />13'
<br />14 11r11
<br />(TOP
<br />To
<br />14
<br />'.
<br />IV
<br />13*
<br />13'
<br />4 1/2"
<br />Ir
<br />& 1/2*
<br />2 1/2'
<br />5 11/2
<br />IV
<br />13 llr
<br />I
<br />TO
<br />q.-G.
<br />_j
<br />ir
<br />7*
<br />Ir
<br />".
<br />Ir
<br />2 112
<br />Ir
<br />9 t/2
<br />to 1/217
<br />t/2
<br />13
<br />1 it*
<br />1 (901'")
<br />...13,
<br />it
<br />7 - lIr
<br />-Ir
<br />L3'
<br />IV
<br />to"
<br />ir
<br />IQ'
<br />it*
<br />rir
<br />6 1/2*
<br />1 (BOTTOM)
<br />13
<br />5
<br />13
<br />10 'Ir
<br />r
<br />IV
<br />'.
<br />7 1/215
<br />1/2
<br />TV
<br />4 112*
<br />2 COP)
<br />13-
<br />I�
<br />ir
<br />_
<br />f_ Ir
<br />IV
<br />0 1/2*
<br />Ir
<br />6 Ilr
<br />1 1/2,
<br />6 1/2'
<br />13'
<br />4 1/2*
<br />2 (top)
<br />7-
<br />Ir
<br />is-
<br />13-
<br />1/2
<br />LO 2
<br />7 1/2
<br />13'
<br />6 1/2'
<br />2 (90TIOM)
<br />F
<br />7 llr
<br />13-
<br />Ir
<br />Ir
<br />1 IF
<br />to"
<br />1"
<br />0,
<br />6 J�/�2
<br />illn:
<br />2
<br />Ir
<br />I.
<br />I r
<br />13,
<br />Ir
<br />0 1/2
<br />V
<br />9 1/2
<br />10 1/2
<br />'7
<br />'X_
<br />! 1/2'
<br />Ir
<br />Ir
<br />-10,
<br />10"
<br />'r
<br />to"
<br />it*
<br />a'
<br />13'
<br />'I
<br />a In'
<br />3 (TOP)
<br />-
<br />12 1/2'12
<br />$1r
<br />0 1/4'
<br />0 1/4*
<br />12 1/2"
<br />0 1/4*
<br />-
<br />6 114'
<br />4 1/4'
<br />3 (DOTTOM)
<br />12 1/2-
<br />12 to
<br />1/4'
<br />6 1/4-
<br />V2 llr
<br />i7 Vil
<br />6 1/4-
<br />& 1/4'
<br />3 (BOTTOM)
<br />7*
<br />3'
<br />IT
<br />7*
<br />3 1/2,
<br />r
<br />4'
<br />4 I/V
<br />6 1/2'
<br />1
<br />1 '/1'
<br />V
<br />r
<br />r
<br />4-
<br />it-
<br />4-
<br />4 I/V
<br />3 I/V
<br />2
<br />V
<br />4 (TOP)
<br />sin'
<br />7 i/V
<br />4
<br />r
<br />r
<br />-
<br />-
<br />9 llr
<br />7 112-
<br />4 (B001TTOMM)
<br />Ir
<br />_T3
<br />Ir
<br />9 1/"
<br />IY
<br />9 1/'
<br />0 1/
<br />7 1/2'
<br />13'
<br />'SA
<br />13-"
<br />a 1/2
<br />IV
<br />-Ir
<br />Ir
<br />to,
<br />Ir
<br />10'
<br />13,
<br />V
<br />IVIr
<br />s 2-
<br />llr
<br />F2-
<br />1/-15
<br />(BOrmm)
<br />:
<br />,v
<br />ij
<br />3;
<br />J�
<br />10,
<br />Ir
<br />to,
<br />11,
<br />r
<br />IV
<br />ri.7
<br />I
<br />13•
<br />IVIs
<br />(TOP)PI
<br />rr
<br />Ill
<br />131
<br />2.r
<br />s 11ri
<br />6 1/4-
<br />6 Ilell
<br />1/4-1-
<br />iI714
<br />1/0
<br />19 I6
<br />1711
<br />10
<br />1/416
<br />(Wr-)[
<br />an ow 11 FOR Amm" Im a SPACM no NPALWM afto MOOD raw $ULM=
<br />0 MMKO ANCHOR SPACING& AND NOMM UM DIST0112 AK WOUTM ON THS ICHOXIIJE. FOA to
<br />LEM I'm OOMTO 0. 20ED MUCE Amemm SPKM W wmmvm SPACING *mm ON
<br />SMMU BY ItS MILDNIA WTOW FM TINS OPICIATION TO K PMW Kuum Z1AC11111
<br />0111AMal UNNO FACTOR SHALL W M LM TO" AMAW WIACAIG 0011100111111 IN EACH ANCHOR I"(
<br />life
<br />ANCHOR I"
<br />Vol!
<br />a
<br />Pus
<br />NMUM NoDWR
<br />Down OL04
<br />3
<br />Amsm. m WNW
<br />FACTOR
<br />I
<br />Yr
<br />7
<br />1
<br />1
<br />am
<br />Iw
<br />am
<br />-
<br />au
<br />Too
<br />'40
<br />SPACINN ONLY VALID 11011Y SF�. ED TA- # I FOR MAX. A.!]
<br />"ON . st REAL PANELIWIEPI ER 0 is USED.
<br />rmLLA1
<br />A
<br />AALD. DESIGN LOAD
<br />MkvMUM Pon
<br />LENMW
<br />40 PSF OR LESS
<br />W-81
<br />* 40 PSF TO 50 PSF
<br />W-2-
<br />* 50 PSF M 60 PSF
<br />5'-10,
<br />A MAX. PANEL LENGTHS ARE ONJX VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ " SPACER At 12 1/2. D.C.
<br />BUILDING
<br />7 - . - - , - - 1111f1ORS (SITT SECTIONS 6 ALTIANATINES ON SHEETS 13. 14, 13 kls)-
<br />V MAX.R-W13, R-2A/113, R-SA/14. R-111/13, A-20/13. P-30/14. 3' 1"
<br />*A-IAW/15. It-2AW/15. 11-34111/15. M-nW/I.% R-311100/116.
<br />4) OF
<br />0 0 0 0 0
<br />L/2
<br />1/4'0-2%1�:IWLTS IN
<br />(USE;.UTIOTH MAX.
<br />OVER 7'- PAM LENGTH
<br />a
<br />ME PANEL 0 +40-0. -40.0 04.11.
<br />REGULAR STDft PAWL REGULAR
<br />mvw MID P"i[L. LENGTH BOLT)
<br />LIFE SWWFEMYY ORM PANEL -r 0 {BOAT-54.0 GOTTA
<br />(W/O ONERLAP MID PANEL LIDWITH BOLT)
<br />A USE 2'-r MIN. PANEL LENGTH
<br />- ----- At ALL V 104,00fre"
<br />7
<br />OF LIFE SAFEW
<br />PANEL BOTTOM CORNERS 0,
<br />;_OvE%,AP I - --- I - - I__ i I I i
<br />or 4/11/0 NUT Aky- EXTERIOR WM NUT AT
<br />LEFT PANEL RIGHT PANEL 3: t WSTALLATIONS ;LI17 I- WIND
<br />1. Am. R-IA/M R-2A/13. R3A/K R-119/13. R-n/13. R-39/14, I Not SPEED UP TO I. .
<br />RIAW/115, P-2AW/15. R-3AW/le. *ft-1ow/15. 11-28W/15, R-39W/16.
<br />-ANCHORS (SEE SECTfOrs & ALTERMTKS ON SHEETS 13. t4. 16 *4)
<br />1/4- MAX C*
<br />LIFE SAFETY STORM PANEL In ELEVATION (t)
<br />2.6117' SCALE 1/4--1-
<br />STORM PANEL (MAIL oAaLAP--,*W STOMA PANEL
<br />WA0_w`"F,4% z't I
<br />1/4
<br />A4A
<br />............
<br />LIFT SAFE Y PANEL
<br />W FLORIDA BUILDING CODE (Non Milh Valocifty IHju Gone Zone)
<br />STA_
<br />E=2108IkFSs OAIDA G AL-•�--P�10�1p10pm 24 UK GALVANM STEEL STORM PANEL ammfpm
<br />WMAMM
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<br />PL ft" namm F9
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.m.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE FOR REGULAR STORM PANELM, INVALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL (D INSTALLATIONS AS PER SECTIONS I THRU 6. ON SHEETS 4 & 5)
<br />MAX. AS0.
<br />PRESSURE
<br />RATING
<br />(P-f)
<br />MAXIMUM ANCHORS SPACING FOR MIN EA PER SCHEDULE BELOW
<br />APPILICASIX
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<br />PRESSURE
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<br />13,
<br />11111ri
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<br />61/2,
<br />7 1/2,16
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<br />4 1/2'
<br />1 (W)
<br />OR
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<br />13'
<br />13--
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<br />13'
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<br />Ir
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<br />10'
<br />1 WrIOM)
<br />6 1/2'
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<br />1 13,
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<br />2 (W)
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<br />7 1/2'
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<br />13'
<br />9 1/2'
<br />10 1/2"
<br />7 3/2'
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<br />3 (IOP)
<br />12 112-
<br />12 1/2-
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<br />6 1/4'
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<br />12 1/2-12
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<br />11
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<br />12 I/V
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<br />11 I1r
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<br />2 (00"om)
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<br />Ir
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<br />9 1 .
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<br />10 ?/2'
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<br />[1V
<br />T•
<br />I
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<br />11 112'
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<br />12 I1r
<br />6 7/4-
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<br />12 I/V
<br />6 1/4-
<br />6 1/*'
<br />0 1/4.
<br />3 (BOTTOM)
<br />f2 1/2'
<br />12 117'
<br />& 1/4'
<br />6 1/4*
<br />12 llr
<br />I I11V
<br />-
<br />6 1/4-
<br />4 1/4'
<br />3
<br />7 1/2-•
<br />1/2'
<br />4,
<br />1*
<br />4
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<br />4 (70p)
<br />4 toonom)
<br />•r
<br />6*
<br />a 1/2'
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<br />3 11r
<br />6,
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<br />14 112'
<br />3'
<br />6 I/r
<br />2 1/2'
<br />4 (TOP)
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