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roum Co1H IOL CD
<br />BLOCK
<br />WOON 2w WOOD
<br />CASE A (PUN)
<br />SCALE 1/4".1-
<br />Isx
<br />(MOL PANEL
<br />OVERLAP o► 6Kiiii)
<br />x . LO. WTANCE
<br />CASE E (PLAN)
<br />SCALE 1/4•.1•
<br />Orr1 I O A!T OR
<br />•1 4 dC rEa Mmweo FROM:. 11, A9r s,a N-,4
<br />AWE Ie s MUM.
<br />1 2 1n' IAP00N • 13�s A + 7/4'
<br />Mh ,.
<br />POwm 1 I ,/4•..,]/4',AAC6M 21n'
<br />rw HOOD FRAME 1 �-4 OR® NiDNDa • ,: DE1 NNv Awn
<br />REaIMIm
<br />11 r
<br />IEPRMTE ilp l.0oW10M
<br />IAslpEg 1 r . r . 9paya W
<br />r Ma fII< L <u3 is i AU L NIaE ON
<br />-'"_1 Me SiLALNO SHEET I"aum 02031m -_. i
<br />�-. I --HMO. Na7AL MATH. AMr PIAE SLOL'K ON 2%4• WOOD FRAIE J
<br />1 I (M1pJ 6EaLMIM
<br />r s• -! L t 4
<br />1/4' . •04 - e 3 Wr
<br />• 1Y O.0 S I�-HITS aR 95Ea-n MIDf
<br />R/,Imw" C-L Ahm ACRE
<br />CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SALE 1/4•-1• SCALE 1/e-I" SCALE I/4•-i"
<br />1� E 'Too rw°kILIP"SE�
<br />1 a Q J9 OR °5L'°EtE wa�o l �� o�P N6wrra a PMrAM i Pew (3q
<br />,E ENSIGN ,Mla¢a 1 1 © ® N rie WOOD OILS a oFo•e 9CIESIRE to AFflL 9.
<br />rgrE r ra rrwrt KA«Am i AsE ,o t „)
<br />1�
<br />M'0f-
<br />1 1
<br />� •© OR® wort Mro,oRm PRaa •
<br />p HIM Am PUNaEs ►MIMLEL To
<br />1 mu 04 m OT Be MOIL)
<br />S--}-'--- -�
<br />"-" "n m u wn'a�T ASC E G (PLAN)
<br />' �1�•a A: Tl SCALE I/4 .t-
<br />OC i r •� u a 3 ; ' ' �GEN / VAUD FOR DOW MOUNT INSTALLATION ONLY t
<br />�. S(C'••; 7' CERTIFIED PANEL D6TMlATON AT WALLS w/
<br />AMI- aaiR7 SUWAM LEVEL W M706 wrnw 3/4"
<br />CASE F (PLAN)
<br />SCALE 1/0-11
<br />(VALJD ONLY FOR PANELQ)MSTALLATONS AS PER ALTERNATIVES 1W THRU 4W ON SHEETS 6 k 7)
<br />MAX AbA.
<br />PRESSURE
<br />tp ar.)
<br />MAXIM ANCHORS SPICING FOR E.O. - AS WORM ON SHEETS 6 t 7
<br />NIMBLE
<br />AM'
<br />OF ,HEN
<br />MAXIMDESGN pma
<br />H
<br />CHI.)
<br />TAPCON
<br />L O 11
<br />PANEUMTE
<br />1FEMALEt
<br />FEMALE D
<br />PAIFS►NTE
<br />IUIS
<br />,�O
<br />Ir
<br />it
<br />Ir
<br />it
<br />13'
<br />it t+Dm
<br />S•-r
<br />13•
<br />Ir13'
<br />13'
<br />,r
<br />tr pOri011)
<br />s ,/r
<br />6 tn'
<br />s tn•
<br />a ,n'
<br />6 1/2
<br />(Tap)
<br />-
<br />-
<br />6 Ile
<br />12 ,/r
<br />a ,/4•
<br />0011T.)
<br />Ir
<br />r
<br />e
<br />w
<br />-
<br />clam
<br />IE�ss
<br />r
<br />r
<br />r
<br />r
<br />-
<br />3r 6toTroG
<br />lr
<br />1r
<br />13'
<br />Ir
<br />tr
<br />VO►)
<br />45
<br />LESS
<br />13"
<br />13•
<br />13•
<br />,r
<br />13'
<br />13•
<br />W
<br />6 ,
<br />r (Wry
<br />13,
<br />1r
<br />13'
<br />N•
<br />r
<br />Ir DDnCMG
<br />6 t/!•
<br />6 1/2-
<br />6 1/2•
<br />a ln"
<br />a 1/2•
<br />POP)
<br />e 1/4•
<br />12 1/2•
<br />A Ile
<br />(60R.•)
<br />> r
<br />To
<br />W-e
<br />4 1/2•
<br />A-
<br />4 1/r
<br />6 in•
<br />-
<br />top)
<br />4 i/2'
<br />4 ,n'
<br />r
<br />r
<br />-
<br />SIP tttataG
<br />tIt
<br />'Ir
<br />+r
<br />r
<br />4•
<br />(top)
<br />Ir
<br />Ir
<br />13*
<br />Ir
<br />• SEE TABLE !I FOR MAX. A.S.D. DESIGN LOADS t MA)L PANEL LEIVC714S WHEN SPACER b
<br />USED• OORRESPONIOND ONLY TO ALTERNMTE 2W ON SHEET 6
<br />1/4•0 T
<br />ANCHOR
<br />CONCRETE :CI LO
<br />f&QUIREC.
<br />1/4-0 PANEImME
<br />ANCHOR • 12 IA
<br />MAX. A.S.O.
<br />OEM
<br />PRESSURERATM
<br />AIM" MICNORS SPACING FOR EA AS SHOWN ON SHEETS 6 t 7
<br />APPL•E•I'6lE
<br />To
<br />ALIVINKM t AIK
<br />OF THEY
<br />�
<br />lEIH (ItLO•)
<br />TAPCON
<br />LAO SCREW
<br />PANELMATE PDAALE ID
<br />PLUS TE
<br />HOOD BU9WI6
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />IF
<br />13,q•
<br />Ir
<br />1r
<br />r
<br />,w maROM)
<br />61/2•
<br />6Ile
<br />6 1/2,
<br />61/2•
<br />6Ile
<br />zw OOP)
<br />V-w
<br />-
<br />-
<br />6 ICI"
<br />12 1/2'
<br />6 1/4•
<br />MIT.*)
<br />T
<br />71/OR
<br />r
<br />r
<br />e•
<br />-
<br />clap)
<br />Los
<br />7 I-
<br />r
<br />e•
<br />6•
<br />-
<br />31V Wa11aII)
<br />Ir
<br />,r
<br />13'
<br />1r
<br />13•
<br />POP)
<br />4mmw
<br />ToP+48-45
<br />75. -75
<br />Ir
<br />tr
<br />+r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />10•
<br />•
<br />1r
<br />13•
<br />13•
<br />tr
<br />• 1/4•
<br />IW porroM)
<br />6 1/2•
<br />6 1/2'
<br />6 yr
<br />6 1/2
<br />1 6 1/2•
<br />(fOm
<br />-
<br />6 1/4•
<br />1 12 1/2•
<br />1 6 1/4•
<br />bN mm.•)
<br />TO
<br />4 i/r
<br />5•
<br />7 Ile
<br />7 ,n'
<br />5•
<br />6 1/2'
<br />r
<br />e'
<br />-
<br />3r ourm)
<br />u•
<br />,r
<br />13"
<br />,r
<br />51/2•
<br />(la►)
<br />,r
<br />,r
<br />+r
<br />I Ir
<br />I ,o
<br />mmo
<br />• 5t>: TAtLI.E /i FOR AMK. A.S.D. DESIGN LOADS t MAX. PANEL LENGTHS WEN SPACER E
<br />USED. CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />IMLLAL
<br />A
<br />SSA. OE'YION LOADLDW
<br />INPMEL
<br />40 PSIF OR LESS
<br />6•-6•
<br />> 40 PSF TO 50 PSF
<br />6'-2-
<br />> 50 PSF TO W PSF
<br />51-10•
<br />A MAX. PANEL LENGTHS ARE ONLY VAUD FOR INSTALLATIONS
<br />W/ PANEL MATE ffyAE D OR PANEL LATE PLUS
<br />ANCt(ORS R W/ ,1NiA,4& 1/2• D.C.
<br />Pill • • 1 • A „� •: • \ : •1 •i
<br />KE SIQA to a is FOR ANCHORS TYK a 9AACNO FOR
<br />Mat1ARONS 0110 NWO IRRE @Lgam L
<br />1mmw MCHO N ova= AND VAN" OK M w=
<br />AK MNOom on INN SMMDULL IN EA MK THAN
<br />pMIGnD N 9 INIXAS Rm a ANCHOR VACINO ar
<br />IAAMV M VSCW SHOWN OM 909VAE By M
<br />MOVING FACIOM. IN DO OPONION W K
<br />WOUM WftW OWWM UNA PAWN VIAL Nor K
<br />UM TIYW mm m Vv=W m1moxfm FOR FAIN ANCHOR
<br />ITK ON THM 9aHEDUG
<br />1/4-0
<br />APOO 1HIr
<br />SOONm
<br />HMRWm Now SWISS 04
<br />3
<br />3
<br />•F�,Lrs NI•Nn14 •d
<br />3
<br />3
<br />3RNEBa! t16191N1 Q.3
<br />a
<br />3 IA
<br />TOIL KK •9RIQ
<br />IMNN
<br />I
<br />HL70
<br />-
<br />-
<br />- 3
<br />WO
<br />tm
<br />3t
<br />(t
<br />i6
<br />;i
<br />y(.I
<br />fiTls�3.�`T�«• � A
<br />MMIMUM A.S.D. DESIGN PRESSURE RATING (paR.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE
<br />FOR REGULAR STORM PANEL n INSTALLATIONS INTO CONCRETE & CONCRETE BLOCK STRUCTURES
<br />(VALID ONLY FOR PANEL01 INSTALLATIONS AS PER SECTIONS I THRU G. ON SHEETS 4 t S)
<br />YAX. A.S,O.
<br />PRESSURE
<br />mvmt
<br />MAXIM ANCHORS SPACM FOR MN ED. PER SCHEDULE I N ON
<br />m ImE
<br />mum"
<br />PANEL
<br />LENGTH
<br />(ILj
<br />MAX SSA.
<br />ocom
<br />PRESSURE
<br />PAMING
<br />)
<br />MAXIM ANONOW VACM FOR MIN L0. PER ScHm" RIAM Is
<br />AMWAILEOCROM
<br />IM1a11M
<br />PANEL
<br />tDIGiM
<br />TAPCOtN
<br />SOLD -SET
<br />O
<br />PLUS
<br />11AMC-IMIUM
<br />CNX-N
<br />J,
<br />TOM
<br />SOLD-W
<br />ID
<br />n
<br />7MMC-NAM
<br />NLLN-IN
<br />A 1.
<br />OOZED,
<br />W
<br />W
<br />W
<br />W
<br />omm*vmof TIE31
<br />10
<br />W
<br />W
<br />W
<br />W
<br />W
<br />a THEM
<br />M16�-45
<br />LESS
<br />tr
<br />Ir
<br />it
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />Ir
<br />Ir
<br />,r
<br />1r
<br />i
<br />5,�,
<br />OR
<br />Ltn
<br />-45
<br />+l6. �O
<br />it
<br />it
<br />,r
<br />Ir
<br />tr
<br />Ir
<br />tr
<br />IF
<br />IF
<br />,r
<br />tr
<br />it +n
<br />1 (TOP)
<br />6,�,
<br />O
<br />LF81
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />13•
<br />tr
<br />,r
<br />,r
<br />Ir
<br />1r
<br />it
<br />, taarme
<br />Ir
<br />tr
<br />tr
<br />13•
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />Ir
<br />1 1n
<br />1 OND70)
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />Ir
<br />,r
<br />Ir
<br />Ir
<br />2 (TOP)
<br />,r
<br />it
<br />,r
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />13•
<br />it
<br />,r
<br />,Y
<br />1 ,n
<br />2 (TOP)
<br />Ir
<br />1r
<br />it
<br />Ir
<br />it
<br />13'
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />2 (10110M)
<br />Ir
<br />,r
<br />tr
<br />,r
<br />Ir
<br />tr
<br />Ir
<br />IF
<br />Ir
<br />Ir
<br />,r
<br />1 +
<br />2 (BOROU)
<br />Ir
<br />Ir
<br />it
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />+r
<br />3 (TOP')
<br />Ir
<br />Ir
<br />Ir
<br />,r
<br />Ir
<br />Ir
<br />it
<br />tr
<br />Ir
<br />13•
<br />i3'
<br />1 1
<br />3 (I1JP)
<br />1Y ,
<br />1Y 1n
<br />a 1/4.
<br />6 I/4'
<br />2 I
<br />12 ,
<br />-
<br />-
<br />6 1/4"
<br />• 1/e
<br />3 (WITOB)
<br />-
<br />-
<br />2 ,/2
<br />2 In
<br />6 Ile
<br />5 1/4•
<br />2 ,
<br />12 1
<br />-
<br />-
<br />6 1/4.
<br />6 Ile
<br />3 OIOMM)
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />9'
<br />r
<br />r
<br />r
<br />6'
<br />7 +/r
<br />4 (Op)
<br />6'
<br />5 t/r
<br />r
<br />r
<br />r
<br />• 11r
<br />r
<br />7 1/2
<br />a'
<br />r
<br />r
<br />e•
<br />4 (IDm
<br />r
<br />-
<br />a
<br />-
<br />r
<br />-
<br />.•
<br />-
<br />e
<br />-
<br />B•
<br />-
<br />faorloAO
<br />a•
<br />-
<br />Ir
<br />-
<br />r
<br />-
<br />r
<br />-
<br />9
<br />-
<br />r
<br />-
<br />, (6NYo10
<br />Ir
<br />Ir
<br />+r
<br />it
<br />Ir
<br />13•
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />13•
<br />,3•
<br />P0m
<br />tr
<br />tr
<br />Ir
<br />1r
<br />,r
<br />Ir
<br />+r
<br />,r
<br />Ir
<br />Ir
<br />13•
<br />,1 ,f
<br />(TOP)
<br />Ir
<br />,r
<br />Ir
<br />Ir
<br />IY
<br />Ir
<br />,r
<br />or
<br />Ir
<br />,r
<br />Ir
<br />Tr
<br />OW104
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />Ir
<br />it
<br />Ir
<br />Ir
<br />1r
<br />it
<br />Ir
<br />t ,n
<br />(6DTToM)
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />Ir
<br />t3'
<br />Ir
<br />13•
<br />Ir
<br />13•
<br />a (TOP)
<br />Ir
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />Ir
<br />tr
<br />it
<br />IF
<br />it
<br />Ir
<br />1 ,
<br />(ram
<br />-
<br />-
<br />6 1/{•
<br />6 1/4•
<br />6 1 e
<br />6 1/4•
<br />-
<br />-
<br />-
<br />-
<br />6 14'
<br />a Ile
<br />6
<br />-
<br />-
<br />6 Ile
<br />e 1/4.
<br />6 T/a'
<br />6 , 4'
<br />-
<br />-
<br />-
<br />-
<br />6 1 4•
<br />6 Ile
<br />6Mn.-)
<br />Tr
<br />a'
<br />Ir
<br />t0 In
<br />tY
<br />r
<br />1r
<br />T
<br />7 1
<br />S In
<br />13•
<br />4 to
<br />1
<br />i5,�,
<br />TO
<br />le-e
<br />1r
<br />r
<br />Ir
<br />Ir
<br />,r
<br />a I/Y
<br />,r
<br />6 1
<br />9 f Y
<br />6 1
<br />lY
<br />5 I
<br />1
<br />�,�,
<br />to
<br />Y-r
<br />tr
<br />r
<br />tr
<br />lr
<br />Ir
<br />9 1/2
<br />+r
<br />9 1/2
<br />t0 Ln
<br />7 1/2
<br />13"
<br />r
<br />I courfa)
<br />it
<br />7 1/r
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />Ir
<br />10'
<br />111
<br />r
<br />it
<br />6 i/r
<br />I (BOT1O11)
<br />Ir
<br />r
<br />Ir
<br />10 i
<br />Ir
<br />r
<br />Ir
<br />7•
<br />7 in
<br />$ to
<br />,r
<br />4 1/2'
<br />2 MM
<br />Ir
<br />r
<br />Ir
<br />it
<br />it
<br />6 1/r
<br />tr
<br />a I/r
<br />9 1/2'
<br />6 1/2'
<br />1r
<br />5 In•
<br />2 (Tom
<br />Ir
<br />r
<br />it
<br />Ir
<br />,r
<br />9 //2
<br />,r
<br />B In
<br />to 1n
<br />7 in
<br />Ir
<br />6 tn'
<br />2 (BOTIOAO
<br />,r
<br />7 1n'
<br />1r
<br />Ir
<br />Ir
<br />1r
<br />,r
<br />it
<br />it'
<br />r
<br />SY
<br />6 1/r
<br />2 MDTM60
<br />I3•
<br />r
<br />Ir
<br />Ir
<br />it
<br />9 to
<br />1r
<br />9 1/2
<br />to 1/2
<br />7 try
<br />it
<br />a ,/r
<br />3 Crop)
<br />Ir
<br />7 ,/r
<br />Ir
<br />Ir
<br />Ir
<br />to•
<br />Ir
<br />,r
<br />It*
<br />r
<br />it
<br />6 In•
<br />3 MP)
<br />12 1n
<br />12 t
<br />6 ,/e
<br />6 1/4'
<br />2 1
<br />6 1/4'
<br />-
<br />-
<br />6 1/4•
<br />6 Ile
<br />3 (BO110Y)
<br />-
<br />-
<br />2 to
<br />2 1/2
<br />6 Ile
<br />6 IJ4•
<br />2 1
<br />12 1/2
<br />-
<br />-
<br />5 1/4'
<br />6 Ile
<br />3 (wO
<br />r
<br />r
<br />r
<br />5 in•
<br />r
<br />3 1n"
<br />W
<br />4
<br />4 +n•
<br />r
<br />6 1/2•
<br />r
<br />4 (TOP)
<br />7 1/2•
<br />r
<br />r
<br />r
<br />r
<br />e
<br />r
<br />e
<br />4 1/2.
<br />3 1/r
<br />6 In•
<br />r
<br />4 MP)
<br />6•
<br />e'
<br />••
<br />r
<br />5 tn•
<br />7 tn'
<br />(6oTOEH)
<br />r
<br />r
<br />6•
<br />r
<br />5 1/2•
<br />7 t/2'
<br />(BOTTOM)
<br />lr
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />• 1n•
<br />Ir
<br />9 in'
<br />0 1
<br />7 I/r
<br />,Y
<br />r
<br />(Tam
<br />Ir
<br />9 ,/r
<br />Tr
<br />Ir
<br />Ir
<br />10'
<br />it
<br />Ir
<br />1t•
<br />6•
<br />,r
<br />6 In"
<br />5 (TOP)
<br />tr
<br />Y
<br />Ir
<br />13'
<br />Ir
<br />9 ,n•
<br />13'
<br />9 /n•
<br />O 1
<br />7 1/2"
<br />13'
<br />a +n•
<br />ceaITOI+)
<br />lr
<br />6 1/r
<br />lr
<br />Ir
<br />lr
<br />1r
<br />Ir
<br />1r
<br />11'
<br />r
<br />tr
<br />a ,/r
<br />a (NRT04N)
<br />tr
<br />S•
<br />,3
<br />1D I/2
<br />/r
<br />r
<br />u
<br />r
<br />7 i/S
<br />s 1/r
<br />u
<br />• t/r
<br />(TOP
<br />tr
<br />r
<br />tr
<br />IF
<br />/r
<br />a T/r
<br />it
<br />a I/r
<br />9 1/r
<br />6 1/2•
<br />u•
<br />s t/r
<br />6 fGPi
<br />6 1/4•
<br />6 1 4•
<br />6 1 a'
<br />6 1/4'
<br />6 1 4'
<br />6 1 1'
<br />• (e0t1.••
<br />6 1 P
<br />a 1 4•
<br />• Ile
<br />9 Ile]
<br />6 1 4•
<br />{ 1/4 .
<br />6
<br />DOE OU 11 PM7 ANO,MM TYPE a SWOON FN WOUAMO PTO WOOD FI NNE MR06Ga
<br />• 00111141 AIMIOR MAROM AND MRO M EDGE DWOU ARE WOWED ONTO SCHEDULE FOR LO
<br />Lm THAN Some at SCHEOAE Rm{ra AICNOR SIMaio w M LTIa7m6 sAmm SH OMI ON
<br />sarafAE M THE FOLLOW& FACTORS. FOR /16 OPERATION TO K POORL AURNU SPACING
<br />OIRN ED HIND RIGION SHILL NOT K LM VIM WRRN SMCNB O NDOW FOR EAo, ANCHOR T,PE
<br />a Im AMpA1AL
<br />ANCHOR TOM
<br />I/4 •
<br />Ile.
<br />I I/4.
<br />1 1/41
<br />1 I/411.
<br />I/41.
<br />wpm.sswT
<br />aWN-N
<br />we" ANCHOR vmm 00
<br />3
<br />3
<br />3
<br />A
<br />2 yr
<br />2 1/2
<br />BNUMAW EK W
<br />]
<br />a ,/r
<br />Ir
<br />!
<br />3 ,/r
<br />3
<br />DMNM01L9a •AWL
<br />A
<br />a t/r
<br />a I/r
<br />a fry
<br />a 1/r
<br />ACI ML ■eL GMBIL7I
<br />,t
<br />as
<br />-
<br />-
<br />2 yr
<br />sm
<br />an
<br />I-
<br />-
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<br />am
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<br />-an
<br />-
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<br />am
<br />31
<br />,m
<br />Im
<br />-
<br />tm
<br />,m
<br />•• SPALDRGS ONLY ww WHEN SPACER IS USED. SEE 1 FOR MAX. AS.D,
<br />DESIGN LOADS t MAIL P/VEL WHEN PACER B
<br />AILLAI
<br />A
<br />ABA. DE6IaN LOAD
<br />L �MPANEL
<br />40 PSF OR LESS
<br />61-6-
<br />> 40 PSF TO SO PSF
<br />6•-2-
<br />> 50 PW TO 6o PSF
<br />5'-10-
<br />A MAX. PANEL LENGTHS ARE OKY VALID FOR INSTALUTONS
<br />W/ SCUD SET ANCHORSt W/ SPACER AT 12 1/2' D.C.
<br />,.---.... ---d1II101ORS (SEE SECIONS t A.TERNA NES ON 94EM 13. 14, 15 t16)
<br />r MAX. R-IA/13, R-2A/13, R-3A/14. R-iB/13. R-29/13. R-31/14, r MAX
<br />D.M..©. '• NRL R-IAw/16, R-2AW/15. R-3Aw/16. R-few/15T R-SEE/15, R-3BW/16.
<br />O or
<br />0 0 O O O
<br />; i 14-0-HORN" ss. 6OLTS W'Q%N11
<br />(USE FOR PANEL UOW4 PANELMAX. iMPAPALova 7�REaLAn Ir-6 a +4oa -4oA P.r.
<br />I OVEEAi MD PAIRl tDNGm eaL6i PANEL. i ` ------ - r-C • .96A. -04.o P..r.
<br />0N/O OVERLAP NO PANEL LRCM 60LT)
<br />_ -
<br />- - j Lt -,-- T I J I I r T---r---t T_ I T T_ _�
<br />LI �' - _. - ' A IRE r-e• NII. PANEL U11srrH
<br />V V f 1/4
<br />.6-2oN1• ...{ -1,ir --.I--- AT ALL MOINYIGs
<br />Ss. B01.T5 M i 4 I� I i
<br />I 1 i QEA I I i f
<br />j I
<br />lam, PANEL NNI1tOM coRFNaIs I I0 * LL
<br />Wp1C NUT AT EXTERIOR [._WHO NUT AT
<br />MAUL LEFT PANEL RS RxNR PANEL r t PISIm1ATONS ONLY VAUD FOR MIND
<br />MN. R-t k/13. R-JA/13. R-3A/14. 0-16/13. R-n/13. R-36/14. , uH. SPEFA UP TO 170 m.p.h.
<br />R-1Aw/1s. R-2Aw/1s. R-3PLw/16. R-1)iIEI/is, R-2Rw/1s. R-36Pr/1s.
<br />------------:..` RS (WEE SECTIONS t KTIANAR S ON SHEETS 13. 14• IFS 616) - -
<br />+/4' YAL OAP
<br />LIFE SAFETY STORM PANEL n ELEVATION (t) '
<br />ZN7' SHOE 1/e-l'
<br />RicSTORM PANEL REGULAR " O�EDIM -1 WOLE wum ' S7pRi1 PANEL
<br />----- --------
<br />..gym_=.. :.� __-_�_____________'______�---- - --_ =-�=_ ___• a _ *.' .........
<br />LIFERS PANEL : # FLORIDA BLNLDING CODE Non High V*Wclfttv Nurrl6Dna Zone
<br />EXTIERIORORIOA '�4ti SOLO aWaa Na 24 GAGE GALYAI SIM STORM PANEL DRIM a:
<br />! 1�`' PROTEffM I lur
<br />GLOML' UL
<br />SECTION A -A W SA
<br />wi NVac IL 3M. p20-°R1`
<br />75s.E ,/4._,.
<br />NIPe pS41BtB-ISHa Fm "que-sm
<br />. DA WM Ne
<br />- PA. KM/eMMlur/aW a-6AE7,s
<br />4pLlm A i- IRS NYT 1! N n
<br />ANCHOR • r O.C.
<br />STAOOEIED W/ STm
<br />114• WOOD
<br />PIAT ro
<br />Fgvj
<br />,4. TA: j
<br />ANCHOR • 9. O.C.
<br />suo mEo w/ SEW
<br />_2•.4• WOOD
<br />AW
<br />*wffeAPHL
<br />WALL
<br />WALE 3/0.1•
<br />JIBS
<br />1. PWALLATON ARE ONLY VALID FOR A.S.D. DESIGN
<br />PRESSURE RATIOS (D-a.n AND PANEL LENGTHS AS
<br />PER ELEVATION OFF 8)6:E( IL
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
<br />MEMBERS TO LIFE SOUTHM PINE No 2. W/ SPECMiC
<br />DiNSDY OF 0.55 CAR EQUAL
<br />I.
<br />rrlriinhh�. .n;..«
<br />1- iM,L
<br />�. PANEL LL7CM
<br />i a�i srE�ET iu
<br />MAXIMUM ♦ S.D. DESIGN PRESSURE RATING .:.f.), AND CORRESPONDING MAXIMUM ANCHOR SPACING
<br />SCHEDULE r0ft REGULAR STORM PANEL M INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK PICTURES
<br />(VALJO ONLY FOR PANELO INSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 t 5)
<br />NAIL AEA.
<br />PRESSURE
<br />MAXIM ANCHORS SPACNO FOR MN EA PER SOiD1aE 611OW
<br />YAxWWRH
<br />lE�1R
<br />PL)
<br />MARS SSACIESION .
<br />PRESSURE
<br />Raw
<br />MAXIMUM ANCHORS SPACNS FOR MN EA PER 9C4EgaE 6ELCr
<br />aPPUCNaE
<br />IM101Ad
<br />L
<br />L.
<br />(NI,)
<br />TAPCON
<br />SOIA-SR
<br />PLUN
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<br />SORBETmme
<br />p2
<br />2AYIC-M1aN
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<br />A
<br />Is
<br />W
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<br />tF 111EY
<br />W
<br />W
<br />W
<br />W
<br />10
<br />A
<br />of muTHE
<br />3ro-e6
<br />479. -7s
<br />tr
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<br />I3•
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<br />,r
<br />Ir
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<br />OR
<br />LESS
<br />• A-7•
<br />att-+,9s
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<br />$3•
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<br />6 ,
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<br />7 ,
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<br />W-r
<br />OB
<br />LESS
<br />Ir
<br />It'
<br />tr
<br />13'
<br />Ir
<br />13'
<br />,r
<br />Ir
<br />,r
<br />it
<br />Ir
<br />,r
<br />+ muff aO
<br />Ir
<br />6 ,n'
<br />1r
<br />Ir
<br />Ir
<br />r
<br />Ir
<br />9•
<br />,r
<br />7 1/2•
<br />Ir
<br />e
<br />+ (eDa1IM)
<br />,r
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<br />it
<br />,r
<br />,r
<br />,r
<br />Ir
<br />it
<br />tr
<br />,r
<br />Ir
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<br />2 Mn
<br />Ir
<br />r
<br />it
<br />to ,
<br />it
<br />9 t/r
<br />+r
<br />s 1/2'
<br />7 1n'
<br />a 1/27
<br />Ir
<br />4 ln•
<br />2 Pam
<br />13'
<br />11•
<br />it
<br />,r
<br />Ir
<br />tr
<br />Ir
<br />,r
<br />,r
<br />Ir
<br />,r
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<br />2 Ow"00
<br />Ir
<br />r
<br />tr
<br />,r
<br />tr
<br />9 ,Jr
<br />,r
<br />9 ,Jr
<br />O ,
<br />7 ,/2•
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<br />6 yr
<br />2 mmm)
<br />13•
<br />„•
<br />,r
<br />Ir
<br />Ir
<br />1r
<br />Ir
<br />,r
<br />Ir
<br />,r
<br />tr
<br />W
<br />3 (TOP)
<br />D'
<br />r
<br />it
<br />+r
<br />,r
<br />9 1/2•
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<br />• 1n•
<br />10 ,
<br />7 llr
<br />Ir
<br />r
<br />3 (Wm
<br />Y ,/2
<br />12 in
<br />6 IJ4•
<br />a i/4'
<br />2 ,/Y
<br />2 1
<br />-
<br />-
<br />6,/4'
<br />a 1/4'
<br />3 (WITOW
<br />-
<br />2,
<br />2 1/2
<br />6 1/4'
<br />4 I/4'
<br />2 t
<br />6 IJa'
<br />-
<br />-
<br />6 1/1'
<br />6 Ile
<br />3 (WITON)
<br />Or
<br />S'
<br />r
<br />6`
<br />B.
<br />6'
<br />r
<br />6 1/Y
<br />r
<br />5'
<br />r
<br />♦ f/2•
<br />i (TOP)
<br />Y
<br />r
<br />r
<br />6 in'
<br />r
<br />3 1/2'
<br />r
<br />e
<br />4 IJr
<br />r
<br />6 1/2'
<br />2 1/2'
<br />4 (Tam
<br />r
<br />-
<br />r
<br />-
<br />a'
<br />-
<br />6"
<br />1•
<br />r
<br />-
<br />A"
<br />-
<br />(BD1TaM)
<br />a'
<br />-
<br />• I/e
<br />-
<br />r
<br />-
<br />r
<br />-
<br />s 1n•
<br />-
<br />r
<br />-
<br />teoITD19
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<br />it"
<br />it
<br />1r
<br />Ir
<br />Ir
<br />Ir
<br />Ir
<br />it
<br />,r
<br />Ir
<br />to'
<br />crop)
<br />Ir
<br />6 ,/2'
<br />Ir
<br />,r
<br />iY
<br />r
<br />,r
<br />r
<br />,r
<br />7 1/2'
<br />,r
<br />r
<br />a (•RIP)
<br />13•
<br />+Y
<br />Ir
<br />,r
<br />Ir
<br />Ir
<br />13"
<br />,r
<br />it
<br />,r
<br />it
<br />to,
<br />(-Tune
<br />Ir
<br />r
<br />Ir
<br />Ir
<br />Ir
<br />9 wr
<br />Ir
<br />9 I/s•
<br />o ,
<br />7 I/s•
<br />tr
<br />6•
<br />MTW
<br />Ir
<br />it*
<br />Ir
<br />13•
<br />Ir
<br />tr
<br />Ir
<br />Ir
<br />13•
<br />Ir
<br />Ir
<br />to'
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<br />Ir
<br />r
<br />,r
<br />o 1
<br />jr
<br />11/Y•
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<br />6 In,
<br />7 1/Y
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<br />4 1/2•
<br />(TOP)
<br />-
<br />-
<br />6 ,/1•
<br />6 f/1'
<br />a 1J1.
<br />6 t/{'
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<br />-
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<br />a I/1.
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<br />6 Ile
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<br />a Ile
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<br />-
<br />-
<br />6 1/4•
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<br />6 Ile"
<br />e (9GTT.^
<br />,r
<br />7 1n'
<br />Ir
<br />13•
<br />Ir
<br />,r
<br />Ir
<br />is,
<br />Ir
<br />a•
<br />,r
<br />a ,
<br />,
<br />W-r
<br />W
<br />P-r
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<br />Ir
<br />6 ,
<br />Ir
<br />{ ,
<br />7 I
<br />a //2"
<br />Ir
<br />4 1
<br />1
<br />TO
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<br />7 1n•
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<br />tr
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<br />IF
<br />o +
<br />t ,
<br />r
<br />Ir
<br />r
<br />1 (GOTIONG
<br />Ir
<br />9 1/2'
<br />Ir
<br />Ir
<br />,r
<br />r
<br />,r
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<br />,r
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<br />11
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<br />2 (ap)
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<br />r
<br />13
<br />6 1/2
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<br />6 1/r
<br />,r
<br />6 t/r
<br />7 ,Jr
<br />5 I/27
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<br />4 1/2.
<br />2 Crory
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<br />13•
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<br />9 t/r
<br />it
<br />6 ln'
<br />0 1n
<br />7 I/2•
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<br />9 /n•
<br />3 tIWTIO+Q
<br />1}•
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<br />13'
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<br />13'
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<br />tr
<br />0 +n
<br />1 In
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<br />6 Ile
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<br />3 (SM700
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<br />12 1
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<br />4 IJ4'
<br />2 /
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<br />4 1/2"
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<br />3 1/2•
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<br />4 (10P)
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<br />-
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<br />-
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<br />-
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<br />(Tap)
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<br />7 ln'
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<br />0 t
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<br />9 1/2
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<br />7 1/2'•
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<br />914
<br />6+4
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<br />-
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<br />SEE aw 11 MR Ate TIPt o WNW roN DWAL MW Wm " m Now 91IAOSiOt
<br />• MM MM NOCIR VANE NO IAMAm 000E OWANN AM AmGTED ON IN SCHI ML NOR E.O.
<br />LEa Imm memo ON SCI90AE MAID[ NO" we" ELT MAMMIN6 SAKW19 LOIN ON
<br />modna V THE FOUMN FA10Na FOR THIS OPERATION W K P' IML S O M WORD
<br />ONWM PONE FACION LMLL W K LM TWA MMMM VACIG ODOM PEA OWN MOOR TIPS
<br />ON INN lIaIIAAL
<br />AIOIa MEIJe.
<br />Ile.
<br />1H.
<br />1/4'. Ile.
<br />1 1/4.
<br />ltraaR
<br />fMNH Kr
<br />a"
<br />MSM{RI HONOR women DA)
<br />s
<br />a
<br />a
<br />a E t?
<br />3 ICI
<br />NNN6BiCIE 0-3s
<br />a Vr
<br />r
<br />a a td
<br />3
<br />eWAAnW mm
<br />3
<br />3 Vr
<br />3 tM
<br />3 1/2 3 tAr
<br />4
<br />AGAR Hs■ ommu
<br />31/r
<br />0.1
<br />em
<br />_�Jb
<br />-Rae
<br />3tIm
<br />,m
<br />im
<br />" SPACINGS ONLY VALID WHEN SPARER M t1SED. SEE 7 FOR MAXA.S0.
<br />DESIGN I'm !MAX. N1iVRE1. wr;' SPACER 5
<br />A L&
<br />A
<br />A$S. DEMN LOAD
<br />VASM
<br /><a11GiNPRNFI
<br />40 PST OR LESS
<br />> 40 PSF M 50 PSIF
<br />6'-2-
<br />> SO PSF TO 60 PW
<br />5•-10-
<br />A MAX. PANEL LENGTHS ARE OkjY VIED FOR MWAL1ATIONS
<br />w/ SOLO SET ANC*1ORS t W/SPACER AT 12 1/2• D.C.
<br />FLORIDA NNLDIN(E CODE tNw
<br />'• Yh
<br />e
<br />I
<br />/
<br />, 4ti-2ar
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