|
r x P x .H$Sv'._..
<br />310}-H14 OR
<br />em-id ALLOY
<br />COW. ADM. ANGLE
<br />Tt"J.1v, 3/a
<br />ON
<br />ANCOR
<br />6 Ir 0.0
<br />t
<br />T 2 1/2"
<br />CASE A {PLAN)
<br />SCALE 1/4".,•
<br />1.5X
<br />(MIN. PANEL `Y
<br />OVERLAP BEYOND
<br />OPEFLNG INIOTH) t ENE CONCRitE
<br />l blbCK OR 2•N' YTOOD PRAME
<br />X . So, DISTANCE
<br />CASE E (P
<br />SCALE 1/e-l*
<br />(1
<br />ARIES
<br />2'
<br />(
<br />S' Mmr.
<br />V L 3S >Ot �
<br />1
<br />e.. :->--s-J
<br />1/4a BoIT'' 'LA; 4• A m-
<br />a 12' O.C. a/06-Ni4 OR SOT]-T6 .W.Qi
<br />W/JACXNUT ConL Almon. ANG1E
<br />CASE B_(P_LAN)
<br />SCALE 1/4--1
<br />Q ® 10 OR
<br />F-'-2 1/2
<br />1/4**x 1 JJC SAPIXRH
<br />OR(o ANaLgt O T2' O.L i 2i,/2•
<br />M
<br />4h NAP; -
<br />r > 2" x aIa ro
<br />AI.1111.rdNxCAE OR CCYT:
<br />.OW* 3106-4154 sum
<br />METAL AUM. BENT PLAIT
<br />r
<br />iJ4`r
<br />Max. GAP
<br />oR
<br />'WOOD
<br />40aJ'x.
<br />I /
<br />WOOD FRAME
<br />A
<br />FMA1E
<br />IREO
<br />6063-ib A
<br />AwgE tail
<br />\
<br />\ t
<br />TAPCON •
<br />1`
<br />1
<br />.LEG ISX4TIDN
<br />"'
<br />�
<br />POLOBLOO
<br />/
<br />REW
<br />aB--
<br />CASE C (PLAN) CS
<br />SCALE 1/4`.i"
<br />IM CO PANOAVUE
<br />OR
<br />p�gPS,tE8NO0TToAt
<br />PCOOKLMOMWIE BLOCK i M
<br />BLpLMt .� VARIES 1 �. ,�f�
<br />X)SOES
<br />FR1ME 5' M>L 1 �it�
<br />OR zw WOODOrNp�lo
<br />Flow REotwn ' AS MRlFJ$lE to* 11)
<br />.F
<br />IT
<br />E •�
<br />MUM
<br />1
<br />I
<br />1/44 m :a +®aF n "`:� N1ANaFNFFFFAy
<br />�ASE G (PIN)
<br />Dwwraxti M1iLan,4 ESA„t��/j'�4.
<br />SCALE 1J4-l-
<br />"�^ • •' OD = �' V\GEN .!�9 .
<br />"C y
<br />VALID FOR DIRECT MOUNT INSTALLATION ONLY 8
<br />CERTIFIED PANEL INSTALLATION AT WALLS W/
<br />= No. 44167 '; ;s
<br />SURFACE LEVEL VARUTICN$ WITHIN 3/4"
<br />=
<br />FLORIDA BUILDING CODE (Non H
<br />CASE F (PLAN)
<br />SCALE i/e-I"
<br />o:
<br />dc'•. �[ORIDp
<br />°2artlTaTW4 We
<br />24 GAGE GALVANIZED $TEE
<br />. ��44j
<br />1
<br />ALCM`„N -
<br />IL E C O TINS
<br />CLOW PROTECTION PI
<br />111
<br />.
<br />Te.VfG1IN ANY
<br />4m Sw. 61 Sp
<br />{I7 2O-ge:>
<br />G
<br />]iw... 4.M a4f1 mt n n
<br />- v nwp OI-14b . Fr t Pbl 4),-IAfi
<br />Dwi F 3.11,
<br />PNQ4: M4)M-76H, ow
<br />SIX/201MURAmm
<br />(VAUD ONLY FOR PANEL 1QINSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 & 7)
<br />MAX. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />UNE
<br />(P..f.)
<br />MAXNUM ANCHORS SPACING FOR E.D.. AS 94OWN ON SHEETS 6 St 7
<br />APPLICA9IE
<br />TO
<br />_{ t ANY
<br />uHor
<br />MAXIMUM
<br />PANEL
<br />LENGTH
<br />00
<br />TAPCQN
<br />LAC SCREW
<br />PANELIIATE
<br />Ffvur 10
<br />PNNELMATE
<br />PLUS
<br />SUS
<br />WCSUS
<br />13'
<br />i t
<br />13'
<br />13,
<br />Ir
<br />Is Crop)
<br />13'..
<br />Ir
<br />IS`
<br />Ir
<br />13,
<br />If (F10tICAl).
<br />6 1/2"
<br />6 1/2"
<br />5 1/2•
<br />6 1/2•
<br />6 1/2•
<br />2W CTOP)
<br />-
<br />-
<br />6 1/4"
<br />12 1/2"
<br />6 Ile
<br />(BOIL•)
<br />(w)
<br />OR
<br />LESS
<br />6'
<br />B"
<br />B"
<br />r
<br />-
<br />3w (eonW
<br />13"
<br />13'
<br />13•
<br />tr
<br />W (TOP)
<br />LESS
<br />13,
<br />13,W
<br />MOTION) Oit
<br />13'
<br />13'
<br />13"
<br />!3•
<br />B 4/2"
<br />1W (TOP)
<br />13•
<br />it
<br />13'
<br />13'OR
<br />r
<br />Imo (BOTTOM)
<br />6 1/2•
<br />d 1/2•
<br />6 1/2-
<br />6 1/2•
<br />6 1/2'
<br />PW CW)
<br />-
<br />6 Ile
<br />12 1/2`
<br />6 Ifs'
<br />IN (Bon.•)
<br />>5'-G'
<br />4 If2"
<br />e
<br />6 1/2-
<br />B i/2'
<br />Trap)
<br />78
<br />14'-4'
<br />4 I/2'
<br />4 1/2"
<br />r
<br />7"
<br />3W (0011 }
<br />10 1/2' 1
<br />9 1/2`
<br />1Y
<br />t2"
<br />4'
<br />:(R1p)
<br />Ir
<br />Ir
<br />13•
<br />13•
<br />8 7/2`
<br />4W (BOTwllj
<br />• SEE TABLE #1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL LENGTHS WHEN SPACER IS
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />MAIL A.S.D.
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.a.fJOF
<br />YNOMUM ANCHORS SPACING FOR E.D. a AS SHOWN ON SHEETS 6 t 7
<br />APPLIC
<br />T�i
<br />i at
<br />t
<br />If
<br />TAPCON
<br />U1O SCREW
<br />PANELNATE
<br />fD
<br />PANELMATE
<br />PLUS
<br />WOOD BBUSHINGBUSHINGFE#A.E
<br />- Ir
<br />tr
<br />Ir
<br />is,
<br />Ir
<br />llow(to
<br />Ir
<br />Ir
<br />13,
<br />ur
<br />r
<br />tW (w
<br />G 1/2'
<br />6 I/2'
<br />5 Ile
<br />6 1/2•
<br />6 1/2-
<br />2W (NCR
<br />-
<br />6 If4'
<br />12 1/2"
<br />6 1/4"
<br />-(BO
<br />7'
<br />7 1/2'
<br />B'
<br />e'
<br />3w cm
<br />7 i/2*
<br />S* _
<br />r
<br />6"
<br />-
<br />3w (so
<br />13"
<br />13'
<br />13"
<br />tr
<br />13'
<br />(RI
<br />+46ro, -46
<br />+75. -73
<br />, r
<br />13'
<br />13"
<br />1 d'
<br />13'
<br />4w (W
<br />tr
<br />13"
<br />Ir
<br />13`
<br />10•
<br />1w Td
<br />13'
<br />Y3•
<br />13'
<br />tr
<br />b 1/4'
<br />iw (!)Q
<br />6 1/2'
<br />d 1/2"
<br />6 1/2'
<br />6 1/2-
<br />6 1/2'PIN
<br />CTOI
<br />-
<br />-
<br />6 Ile
<br />12 1/2*
<br />5 1/4'
<br />(6O
<br />4 1/2'
<br />S'
<br />7
<br />7 1/2'
<br />(TOT
<br />12'
<br />r
<br />13"
<br />12'
<br />Jr
<br />Ir
<br />5 1/2"
<br />(RC
<br />1J•
<br />Ir
<br />13'
<br />it
<br />le
<br />(Btl
<br />• SEE TABLE /1 FOR MAX. A.S.D. DESIGN LOADS & MAX. PANEL. L94GTM WHEN SPACER
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />•_ TABLE
<br />J11 A
<br />A.S.D. DESIGN LOAM
<br />MAXWAI PAJREI
<br />LENGTH
<br />40PSF OR LESS
<br />61-8"
<br />> 40 PSF TO 50 PSF
<br />6'-2"
<br />> 50 PSF TO 60 PSF
<br />W-10"
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE fpMLE TO OR PANEL MATE PLUS
<br />ANCHORS & W/ S+Y�R'1AN}�2 1/2' O.C.
<br />FLORIDA BUIUMNO CODE (Non I(
<br />N 44167 °'0Q0 ni6oQ INC,24 GAGE GALVANIZED STEE
<br />:. ARE of �...-. C 1 L1 TE O .. 1 OLaeAL PROTECTION Pi
<br />INSTALLATION DETAILS FOR LIFE SAFETY PANEL n
<br />INTO POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />1/4-0 �
<br />TAPCON POURED t f4 p 7ApCONtlS71NC P4IINEA
<br />ANCHOR O 9. O.r- ( -9= OR
<br />CONCRETE
<br />SIM ANCHOR O BrO.C. .kpa CONCRETE OR
<br />CONCRETE SLOW
<br />1/4.0 PAN
<br />ANCHOR O
<br />1
<br />PANELLENGTH
<br />(SEE E1EVAION
<br />ON SHELT 12)
<br />1
<br />1
<br />1
<br />H
<br />1 L/2
<br />1
<br />1
<br />1
<br />•t
<br />�
<br />SEE SHEETS 16 R I6 FOR AIICKM TYPE R SPACING FOR
<br />INSTALLATIONS MO IFOOD PRAM OUtDO"
<br />IMWIEM ANCHOR SPAOAS AND O MUM EDGE ONGIANCE
<br />ARE 90CATEO ON THIS SCHEDULE FOR EA. LESS THIN
<br />WDMATFD ON SCHEDULE REDUCE MOOR SPACING BY
<br />MULTIPLYM 4PAM SHM ON SCHML£ BY IN
<br />FOLLOWING 00006. FOR THIS OPEAATION TO K POSSIBLE,
<br />REDUCED 9%1:140 OWAINED USING FACTOR SHALL NOT BE
<br />LESS THAN IMMKM MACHO NWATEO FOR EACH ANCHOR
<br />TYPE ON THIN SOR DII,E.
<br />1J41
<br />Ile.
<br />ANCHOR M
<br />IAPLW
<br />M„ "At AIOW 9 f4M (IRJ
<br />3
<br />3
<br />•rwwrma 1Ina4M (Aa)
<br />3
<br />i
<br />3
<br />3ln
<br />Pa,A,Xo$J2J OHHIaRHH>eeN(h)
<br />tam BEN' I SDI)
<br />new
<br />t HT)
<br />Dx
<br />-
<br />2Ile-
<br />r
<br />090
<br />tm
<br />3r
<br />-
<br />1/40 PANEIMATE
<br />AHCIHO2 ($EYONO}
<br />WALL MOUNTiNGS
<br />Sol, 3/8-1"
<br />��1"•'' �GENSF
<br />PE
<br />i
<br />1' MAX
<br />PANEL. LENGTH
<br />(SEE ELEVATION
<br />ON S1W 12)
<br />L�
<br />BUILDING CODE (Han H
<br />24 GAGE GALVANIZED STEE
<br />.ORAL PROTECTION P
<br />49M SE Si SF
<br />ORAL R 31T'
<br />PHONE (04)0*-7"4 FA\:
<br />IRALEL To
<br />PANEL)
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL I INSTAL! 003 INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL(1 INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 & 5)
<br />MAX. A.S.D.
<br />PREESSURE..
<br />RATING(p.e,f.)
<br />MAI(I,UM ANCHORS SPACING FOR MIN E.D. PER SCHEDULE BELOW
<br />APPLICABLE To SECT)"MAXIMUM
<br />ANEL
<br />PLENGTH
<br />00
<br />AWE. A.S.D..
<br />DESIGN
<br />PRESSURE
<br />RATING
<br />(P.I.f•)
<br />MAYA" ANCHORS SPACING :FOR AME.D. PER SCHEDULE BELOW
<br />EDESIGN
<br />A:ENGiH
<br />MIIOMIM
<br />PANEL
<br />00
<br />TAPCON
<br />SWD-SET
<br />P
<br />2AWC-SWAN
<br />CALIC-IN
<br />3 Aw
<br />TOOTH
<br />W.0-SET
<br />PANELMO
<br />FEMALE
<br />m
<br />PLUSZAMAC-NAtIB!
<br />CNX-1N
<br />'a
<br />W
<br />N
<br />19
<br />W
<br />ID
<br />10
<br />W
<br />10
<br />coomm70
<br />A
<br />w owlamOF
<br />ttR'il OMMNKnON
<br />+45. -4S
<br />LESS
<br />1r
<br />13'
<br />tr
<br />1r
<br />ICI"
<br />13"
<br />tr
<br />13"
<br />13'
<br />1.3`
<br />it
<br />tr
<br />I CROP)
<br />S,-8'
<br />OR
<br />'�
<br />+45. "�
<br />TO
<br />'+(M, -65
<br />Ir
<br />15"
<br />1r
<br />13•
<br />13"
<br />#3`
<br />13`
<br />Ir
<br />it
<br />Ir
<br />1r
<br />it 1/2
<br />1 (TOP)
<br />OR
<br />"'
<br />1r
<br />iS'
<br />tr
<br />73'
<br />S3`
<br />13'
<br />13'
<br />13"
<br />13"
<br />13'
<br />13'
<br />13•
<br />1.(SOTTOM)
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />13,
<br />it
<br />Ir
<br />13'
<br />13`
<br />19 1J2
<br />t ( #9)..
<br />tr
<br />Ir
<br />- 43'
<br />it
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />Ir
<br />Ir
<br />I$-
<br />Ir
<br />2 (TOP)
<br />tr
<br />it
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />13'
<br />13"
<br />it
<br />tr
<br />Ir
<br />11 1/2
<br />2 (TOP)
<br />1S
<br />TS'
<br />iS
<br />lr
<br />Ir
<br />13'
<br />13'
<br />,r
<br />13'
<br />}3'
<br />it
<br />1]'
<br />2 (BOTTOM)
<br />13'
<br />/r
<br />13'
<br />,r
<br />13'
<br />tr
<br />it
<br />t3'
<br />t3`
<br />13•
<br />13
<br />t! f %2
<br />2 (Bp71THQ
<br />tr
<br />13,
<br />Ir-
<br />Ir
<br />IS
<br />13`
<br />Ir
<br />Ir
<br />13`
<br />Ir
<br />Ir
<br />13•.
<br />3 (TOP)
<br />Ir
<br />13"
<br />Ir
<br />13•
<br />Ir
<br />13"
<br />13"
<br />it
<br />tr
<br />tr
<br />Ir
<br />11 1/213
<br />(IOP)
<br />-
<br />-
<br />12 t
<br />12 1/2
<br />6.Ile
<br />6 1/4-
<br />12 1/2
<br />12 1/2
<br />-
<br />-
<br />6 1/e
<br />$ 1/4'
<br />3(80110M)
<br />-
<br />-
<br />12 1/2
<br />12 1/2
<br />6 Ile
<br />6 Ile
<br />2 1/2"12
<br />1/2
<br />-
<br />-
<br />6 ,/e
<br />6 1/4-
<br />13 (BpTwIN)
<br />e
<br />6"
<br />8•
<br />r
<br />r
<br />r
<br />G'
<br />r
<br />6'
<br />r
<br />or
<br />7 I/2'
<br />4:(FOP)
<br />$'-
<br />5 1/2'
<br />W
<br />r
<br />e'
<br />6 T/2"
<br />8•
<br />7 1/2'
<br />D'
<br />6"
<br />&'
<br />S"
<br />4 (wP1 _
<br />-
<br />e•
<br />r
<br />Y
<br />SOTTO
<br />( M)
<br />8`
<br />a,
<br />-
<br />B'
<br />-
<br />8"
<br />e'
<br />-
<br />8*
<br />4 (BOTTOM)
<br />t3'
<br />i 3'
<br />i '
<br />3
<br />1J"
<br />13"
<br />f3"
<br />13"
<br />1-'
<br />3
<br />1S"
<br />f 3"
<br />t'
<br />3
<br />/3"
<br />(TOP)
<br />13'
<br />1-'
<br />3
<br />1 r
<br />tr
<br />13•
<br />13'
<br />13,
<br />13`
<br />tr
<br />13"
<br />1J"
<br />1 12
<br />/
<br />5 (+Ta7
<br />Ir
<br />13•
<br />Ir
<br />13"
<br />Ir
<br />13'
<br />13`
<br />13•
<br />13`
<br />13'
<br />Ir
<br />ICI'
<br />(BOTTOM)
<br />13
<br />it
<br />is,
<br />13"
<br />Ir
<br />Is,
<br />13,
<br />1]"
<br />13"
<br />13'
<br />tr
<br />11 1/2.
<br />6 (0pT101M)
<br />it
<br />13'
<br />Ir
<br />13"
<br />Ir
<br />tr
<br />13`
<br />_
<br />IS:
<br />13"
<br />Ir
<br />tr
<br />13"
<br />8 (TOP}
<br />tr
<br />Ir
<br />,r
<br />it
<br />Ir
<br />Ir
<br />Ir
<br />tr
<br />1r
<br />Ir
<br />it
<br />11 1/2
<br />6 crop)
<br />- _
<br />-
<br />6 Ile
<br />6 1/4'
<br />6 Ile
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6. 1/0
<br />6 Ile
<br />6-(Ram--
<br />-
<br />-
<br />6 Ile
<br />6 Ile
<br />6 Ile
<br />6 1/0
<br />-
<br />-
<br />-
<br />-
<br />6 1/4'
<br />8 1/4`
<br />6 (BOTf.9+)
<br />13•
<br />S'
<br />Ir
<br />10 1/2
<br />Ir
<br />r
<br />tr
<br />7`
<br />7 1/2
<br />51/2
<br />I3'
<br />4 1/2,
<br />1 (TOP
<br />>S,-e•
<br />M
<br />14'-4"
<br />it
<br />d'
<br />13'
<br />17
<br />13•
<br />8 iJ2'
<br />tS•
<br />$ 1/2'
<br />9 1/2'
<br />6 1/T
<br />13'
<br />S 1/2'
<br />1
<br />>S'-r
<br />TO
<br />Tr
<br />7`
<br />t3°
<br />13'
<br />13'
<br />9 1/2
<br />13"
<br />8 1!2'.Ip
<br />1/2
<br />71J2
<br />13"
<br />6"
<br />I (80np1/).
<br />- rr
<br />7 t/r
<br />Ir
<br />Ir
<br />Ir
<br />IV
<br />tr
<br />to"
<br />it'
<br />6"
<br />13"
<br />a 1/2"
<br />1,{BpTTpM}.
<br />Ir
<br />5"..
<br />Ir
<br />to IJ2
<br />13'
<br />r
<br />it
<br />r
<br />7 1/2
<br />.5 1/2
<br />Ir
<br />4 1/2-
<br />raw-
<br />13'
<br />6'
<br />13"
<br />Ir
<br />Ir
<br />8 1/2'
<br />13"
<br />6 1/2'
<br />10 Will,
<br />1/2'
<br />fr
<br />5 1/2*
<br />12 (TOP)
<br />Ir
<br />7'
<br />Ir
<br />it
<br />13"
<br />9 1/2.
<br />Ir
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6 1/2'
<br />2 (BOTTOM)
<br />1r
<br />7 ilr
<br />Ir
<br />1r
<br />,r
<br />IV
<br />it
<br />for"
<br />it,
<br />a"
<br />it
<br />8. 1/Y
<br />2 (BOnpQ
<br />1r
<br />7'
<br />Ir
<br />Ir
<br />13'
<br />9 1/2
<br />1r
<br />9 1/2
<br />10 1/2
<br />7 1/2
<br />Ir
<br />6 1/2"
<br />3-(TOP)
<br />Ir
<br />7 1/2•
<br />13`
<br />1r
<br />Ir
<br />10•
<br />1r
<br />1w
<br />,_t"
<br />8`
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<br />$ 1/2,
<br />3 (TOP)
<br />2 1/2`12
<br />1
<br />8 Ile
<br />6 Ile
<br />12 1/2'
<br />6 1/4'
<br />5 Ile
<br />6 Ile
<br />3 (BOTTI'MI)
<br />2 t/2
<br />2 I/2
<br />6 Ile
<br />6 Ile
<br />T2 1/2.12
<br />1/2'
<br />-
<br />-
<br />6 Ile
<br />8 1/4•
<br />3 (9orm)
<br />7'
<br />3'
<br />8'
<br />S llr
<br />7'
<br />3 1/2•
<br />6'
<br />4"
<br />4 1/2'
<br />3"
<br />6 1/2'
<br />3'
<br />4 (f0P)
<br />7. 1/2`
<br />3'
<br />r
<br />r
<br />-_"
<br />r
<br />e
<br />1"
<br />4`
<br />4 1/2.
<br />3 1/2'
<br />5 1/2-
<br />r
<br />4 (TOP)
<br />8'
<br />-
<br />6'
<br />-
<br />6'
<br />-
<br />B'
<br />-
<br />S 1/2'
<br />'-
<br />Y 1/2'
<br />_•
<br />4 {601NM}.
<br />!I'
<br />8"
<br />B'
<br />-
<br />6'
<br />-
<br />6 1J2'
<br />-
<br />7 1l2'
<br />-
<br />4 M0710M)
<br />13'
<br />7'
<br />tr
<br />13"
<br />t3`
<br />9 1/2'
<br />1]'
<br />0 1/2'
<br />1O 1/2
<br />7 1/2'
<br />13"
<br />r
<br />t3.(TO+).
<br />13'
<br />6 1/2'
<br />13*
<br />,r
<br />13"
<br />::tor'
<br />13'
<br />10`
<br />7i"
<br />8•
<br />13"
<br />Ir
<br />7•
<br />it
<br />13'
<br />I3'
<br />S f/2'
<br />13
<br />9 1/2"
<br />YO t/2"
<br />7 1l2'
<br />13`
<br />d 1/2"
<br />S (BOMOM)
<br />it
<br />8 1/r
<br />it
<br />13'
<br />tr
<br />10°
<br />i3'
<br />10'
<br />it*
<br />B'
<br />it
<br />6 1/2'
<br />5 (IXYnoM)
<br />t3'
<br />S.
<br />13'
<br />10 t/
<br />1S"
<br />7`
<br />13"
<br />T
<br />7 1/2'
<br />S i/2'
<br />7r
<br />4 1/2'
<br />6 CHOP)
<br />13"
<br />6"
<br />13'
<br />13'
<br />1J'
<br />6 1/2•
<br />1r
<br />6 1/2"
<br />9 1/2"
<br />6 1/2'
<br />73'
<br />S 1/2'
<br />8 (tom)
<br />6 1 4"
<br />6 i/e
<br />6 1/e
<br />-
<br />-
<br />-
<br />-
<br />6 Ile
<br />6 114,16.(BOTT.•")
<br />-
<br />-
<br />8 1/4•
<br />8 t/i•
<br />6 1/4'
<br />8 t/4'
<br />-
<br />-
<br />-
<br />8 Ile
<br />6 1/4'
<br />6 (8pit!•)
<br />S12 SN87 it FOR ANCHORS I'm k SPACING FOR WgiALATOAS wm wtlm rMME ma9E'lai-
<br />• 1WWGM ANCHOR SPACM= AND 1MMNM EDGE INSTANCE ARE iNWfATEO ON HIM SCHEDIAL FOR €O.
<br />LESS THAN INDICATED ON SCHEDULE REDUCE ANCHOR SPADING BY MWTFLYING SPACING SWW ON
<br />SCHIOX11 6Y M FOLLOWING FACTORS. FOR THIS OPORATON TO BE POSML RLV= 9PACWO
<br />OPAWED USING FACTOR SNNLL NOT BE LESS THAN WPM SPACING ND:ATED FOR CAM ANCHOR TYPE
<br />THIS SCHMIAE
<br />ANCHOR TYPE
<br />1/4-.
<br />1/4'e
<br />1/4i
<br />1/4'.
<br />1/4'N
<br />1/4"4
<br />UPCOI
<br />mfw•46,
<br />rAPh1AAeN
<br />OMK-N
<br />we" ANCHOR SPACING (A.)
<br />3
<br />3
<br />3
<br />3
<br />2 t/r
<br />2 1/2
<br />�eMiim NMNj
<br />3
<br />3 SJr
<br />S
<br />- 3
<br />3 t/r
<br />]
<br />DbTANP4(EI.) 9fO0L
<br />7
<br />3 1n
<br />] t/r
<br />=K WK 0mmm LEJM
<br />FACTOR
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<br />T
<br />..,_._
<br />Did
<br />1.0
<br />am
<br />-,m
<br />m
<br />tm
<br />•+ SPACINGS ONLY VALID WHEN SPACER( IS USED. SEE /1 FOR MAX AS.D.
<br />DESIGN LOADS & MAX PANEL LENGRiS WHEN SPACER 05 USED. '
<br />(SEE SEtWNS O ALTERNATIVES ON SHEETS 13. 14, 1S
<br />r MAX R 1A/13. R-2A/13, R-W14, R-I
<br />I• MIN. R-TAW/15, R-2AW/1S. R-30/16. R-
<br />O or
<br />d ',"; 0 0 0 0
<br />Ile
<br />MAX. G
<br />9 s j d (USE FOR PANEL LFJRGTIH
<br />{ OVER 7'-a-)
<br />all PANEL V ' E
<br />` 1
<br />LIFE STORM PANEL
<br />T..1%40-2 5.t R... �_...
<br />I i f S f
<br />AT EA.
<br />LOCATION O
<br />PANEL. Bon
<br />A". OEM LOAD
<br />MAxua.Rt1 PANEL
<br />LENGTH
<br />40 PSF OR LESS
<br />6'-8'
<br />> 40 PSF TO 50 PSF
<br />6'-2*
<br />> 50 PSF TO 60 PSF
<br />5'-10'
<br />A MAX. PANEL LENGTHS ARE 0 VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS & W/ SPACER AT 12 1/2' O.C.
<br />rl
<br />( i
<br />PANELLLENGTH
<br />REGfILAR STk RM PANEL
<br />(
<br />8'-r O +40.0. -40.0 "X
<br />x
<br />I_ F L.. �- ♦
<br />.-------------.-_
<br />(W/ OVERLAP MID PANEL LENGTH BOLT)
<br />'
<br />7-4* O +500. -54A p. J,
<br />(W/O . Thw.1P MO PA m U NM BOLT)
<br />A
<br />C C
<br />-
<br />± USE W-r MN. FARE, LENGTHAT AM MOUNINGS
<br />WINO NUr AT,_ IVNNC NUT AT !� j
<br />LEFT I AFNEt. -` RIGM PAN©, 3" MAX+i 'I' INSTALLAT06 ONLY VALID FOR WIND
<br />'R 7 W/15R 2A%15. RR--3Aw/16. R JOW/15,RR-281 /18.3R 30W/16. ,• MW SPEW LIP To :70 m.p.h.
<br />--ANCHORS (SEE SECTIONS & ALTERNATIVES ON SHEETS 13. 14. 15 #16)- ------ _ i/4` MAX. GAP
<br />LIFE SAFETY STORM PANEL M ELEVATION M -^
<br />SCALE 1147-1'. 2
<br />2.6Br t- REGULAR
<br />(MIN OVFRIM .t WMI.E VN.L,EY) ! STORM PANEL I
<br />1
<br />LIFE S PANEL
<br />� '
<br />�'fo ' 1F ?
<br />FLOR)DA BUILDING CODE Mon High Velocity Nurr)cans Zone
<br />EXTERIOR
<br />ns `F� �QR)DA • `(I a=
<br />"tea "` W`
<br />24 GAGE GALVANIZED STEEL STORM PANEL
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<br />INSTALLATION
<br />DETAILS
<br />INTO
<br />FOR LIFE SAFETY PANEL
<br />WOOD STRUCTURES
<br />n
<br />�"
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<br />HEWER `• ,/
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<br />I i ON SHEET t2) II„-„_
<br />1' MAX
<br />1 1' Max. - e• PANEL LENGTH
<br />SEE V"Ai1W1
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<br />FLORIDA BUILDING CODE Hon High Velocity Hu one Zon$
<br />1. INSTALLATION ARE ONLY VALID FOR
<br />A.S.D. DESIGN
<br />B
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<br />24 DARE GALVANIZED STEEL STORM P
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<br />PRESSURE RATINGS (p.:.F) AND PANEL LENGTHSS AS
<br />ELEVATpN ON SHEET 12.
<br />* :.
<br />,Q•
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<br />LTai:E er C HMG, PROTECTIONPRODUGTSf LLC.Iper2.
<br />FOR NEW WOW FRAME CONSTRUCTION: WOOD
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<br />DENSITY OF 0.65 OR EQUAL
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p"s•f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />2CHEDUtLE FOR REGULM STORM PANEL a) INUAL LATIONS INTO CONCRETE do CONCRETE BLOCK STRUCTURES
<br />(VAUD ONLY FOR PANEL(DINSTALLATIONS AS PER SECTIONS 1 THRU B. ON SHEETS 4 & 5)
<br />MAX. A.SDESIGN.O1
<br />PRESSURE
<br />PATING
<br />MAXIMUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E.O.
<br />PER SCHEOULE
<br />fM10W
<br />:APP4JCABLE
<br />SECTIONS
<br />MAXIM M1
<br />NTO
<br />ENO
<br />(it•)
<br />MAIL A.S.D.
<br />DES"P
<br />Pf E
<br />(p.f.)
<br />MAXNUM
<br />ANCHORS
<br />SPACING
<br />FOR
<br />MIN E0.
<br />PER S(3iEDULE
<br />DELOW
<br />TO
<br />WXNUM
<br />ANEL
<br />PTO
<br />TAPCON
<br />SOUrFo
<br />10
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<br />OR
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<br />13`
<br />13'
<br />73'
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<br />73'
<br />13'
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<br />19'
<br />(HOP)
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<br />6 1/2'
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<br />9'
<br />13'
<br />9'
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<br />7 1/2'
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<br />S 1/2•
<br />13'
<br />4 1/2'
<br />5 (TOP)
<br />_
<br />_
<br />6 //4"
<br />6 Ile
<br />6 if4'
<br />6 I/4'
<br />-
<br />-
<br />-
<br />-
<br />6 i/4•
<br />6 1/i".
<br />a (80n!•)
<br />•-
<br />-
<br />6 7/4'
<br />6 Ile
<br />6 Ile
<br />6 1/{`
<br />6 i/4'
<br />6 t/4'.
<br />-
<br />-
<br />6 t/4'
<br />6 1/4'
<br />6 CWTT.-).
<br />13"
<br />7 I/2"
<br />13`
<br />Ir
<br />Ir
<br />IV
<br />1r
<br />IV
<br />it'
<br />r
<br />13"
<br />6 1/2'
<br />1 )
<br />>S,_r
<br />10
<br />d-r
<br />Ir
<br />S'
<br />13'
<br />0 t/
<br />1r
<br />8 I/r
<br />Ir
<br />6 t /2'
<br />71 2'
<br />9 1/Z'
<br />tr
<br />4 1/2.
<br />1 )
<br />TO
<br />Y-5•
<br />13"
<br />7 t/r
<br />13•
<br />13"
<br />it
<br />121/2•
<br />it
<br />10 t/2
<br />1t tlr
<br />r
<br />1r
<br />r
<br />1 (BOTTOM).
<br />13"
<br />6 1/2'.
<br />Ir
<br />Ir
<br />Ir
<br />r
<br />13•
<br />9`
<br />tor'
<br />7 i/2•
<br />13'
<br />6"
<br />1 (earrol)
<br />13"
<br />7 1/2•
<br />-
<br />tr
<br />13'
<br />tr
<br />IV
<br />tr
<br />1Q,
<br />it"
<br />r
<br />13"
<br />6 Ile
<br />2 (TOP)
<br />Ir
<br />51
<br />13"
<br />0 112.
<br />13"
<br />6 1/2'
<br />Ir
<br />B 1/2'..7
<br />1/2•
<br />5 1/2'
<br />it
<br />4 1/2'
<br />2 Crop)
<br />130
<br />7 If2*
<br />13"
<br />it
<br />7r
<br />10 7!2`
<br />13'
<br />10 1/2'11
<br />1/2
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<br />Ir
<br />r
<br />2 (60nOM)
<br />13`
<br />7'
<br />it
<br />13'
<br />it
<br />9 1/2'
<br />13'
<br />9 llr
<br />0 1/2'
<br />7 1/2•
<br />Ir
<br />6 1/2`
<br />2 (BOTTOM)
<br />13'
<br />7 Ile
<br />I •
<br />Ir
<br />13•
<br />10 1/2'
<br />13`
<br />10 I/2
<br />11 1/2
<br />r
<br />it
<br />r
<br />3 (TOP)
<br />Ir
<br />r
<br />Ir
<br />IS'
<br />Ir
<br />6 tl2'
<br />tr
<br />9 t/r
<br />O 1/2'
<br />7 I/2'
<br />13•
<br />Jr
<br />3 crop)
<br />12 1/2'
<br />2 1/2
<br />6 Ile
<br />6 1/4-
<br />12 1/2'
<br />.6 1/4•
<br />6 Ile
<br />6 Ile
<br />3.ii-aF M)
<br />12 tJ2
<br />2 t/2
<br />6 1/4'
<br />6 i/4'
<br />2 tJ2.
<br />6 I/i'
<br />-
<br />8 1/4'
<br />6 1/C
<br />3 (fX17t0M)
<br />7 t/i'
<br />3. Yf2•
<br />$'
<br />6`
<br />7 If2•
<br />. e
<br />r
<br />4 1/2'
<br />3"
<br />3 1/2'
<br />-^,
<br />r
<br />r
<br />4 CLIP)
<br />7'
<br />r
<br />r
<br />B 1/2"
<br />7•
<br />3 Ile
<br />e'
<br />e
<br />4 llr
<br />r
<br />d t/r.
<br />2 1/2-,,4
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<br />6'
<br />-..
<br />6•
<br />-
<br />B"
<br />-
<br />6'
<br />-�
<br />8`
<br />w
<br />•-
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<br />-
<br />6 1/2'
<br />-
<br />w
<br />-
<br />Ir
<br />-
<br />5 1/2'
<br />-
<br />r
<br />-
<br />4 (BOTTOM).
<br />13"
<br />7 ff2"
<br />t3•
<br />13,
<br />i3"
<br />0 1/2
<br />t3"
<br />1tl i/2
<br />I1 1/2
<br />B"--
<br />iJ"
<br />r
<br />S v-)
<br />13
<br />6 i/2"
<br />1r
<br />iJ'
<br />'Ir
<br />8'
<br />tr
<br />9'
<br />tor`
<br />7 1/2'
<br />13'
<br />13"
<br />7 1/2"
<br />}3"
<br />tr
<br />,3'
<br />TO 1/2'
<br />13'
<br />itl 1f2
<br />n 1/2
<br />6`
<br />13'
<br />r
<br />3 (BOMOM)
<br />t}'
<br />r
<br />73•
<br />13'
<br />lr
<br />9 i Y'
<br />1S"
<br />9 1/2'
<br />t0 1/2`
<br />7 1/2"
<br />t3'-
<br />8'
<br />S (BOTTOM)
<br />it
<br />7 Ij2`
<br />f3'
<br />13'
<br />tr
<br />0 1/2
<br />1r
<br />t0 f!2
<br />1 1/
<br />d`
<br />1J'
<br />r
<br />8 (tOP)
<br />t3'
<br />S'
<br />tr
<br />13"
<br />d Tf2`
<br />tJ"
<br />0 If2'
<br />Y 1/2'
<br />3 1/2"
<br />13`
<br />4 1/2'
<br />6 (70P)
<br />-
<br />-
<br />-8 tJ4'
<br />6 1 4'
<br />a 1/4'
<br />6 i/C
<br />-
<br />-
<br />-
<br />-
<br />6 t 4"
<br />S t/4'
<br />6 (BOT'r-)
<br />-
<br />8 1/4`
<br />6 7J4'
<br />a 1/a•
<br />e 1 4`
<br />-
<br />-
<br />-
<br />-
<br />6 1/4"
<br />6 1/4'
<br />6 (80TL••)
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<br />SHEET NO.
<br />SH 1.4
<br />
|