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1
<br />1 1
<br />VAwEs' 1 g) 10 OR mum tocam
<br />ri 02.0,H10•l lN1w[oo rAM DO d• . r , der E,W H-,...Q(1
<br />rawimo 4093-T6 AL,LO/" COW All \
<br />I _2 1/2' TAPCON 0 9'4 a 1 E/P _.J
<br />_ Yln. t•
<br />POUT® COnpi[TL'. p�1�9(1L
<br />SLOW OR YN• e00D /MITE-; POIA1® 1 6 1/4*. . 1 a/4• W0011
<br />R[OIAED om W , L-4 OR® AIONR . ,2. 9.e, 7 -..
<br />RBAMNI L My A VA2
<br />1 1,/r IXN
<br />1
<br />._O l a 1Y O.C. VARWS t r. r :.OW A L37G LOCAINN
<br />1 i i r 4LN m< L e133 DW
<br />1 ALLOW,6 Mftg OR
<br />1 LOTS' a,N-HNH SNOT ,
<br />'1•--,----- '-) MIOr AIM. ow PUG[ OBTAINED•(-=
<br />3101 1',
<br />SM-TO Al 2-
<br />aw. Alum. Amu1� ,/4
<br />---- --- "--'� III- OAP
<br />1/4-. Sol `, .• • AW
<br />A 1r D.G 310e-N,4 OR s0s3-m ALUM �
<br />W/AOMK C. Ara AI Z
<br />CASE A (PLAN) CASE B (PLAN) CASE C (PLAN) CASE D (PLAN)
<br />SAME 1/4•.1- SCALE 1/4•-1' SCALE 1/4'.1' SCALE 1/4•-1•
<br />---- V,-1 w rAaiQ w �
<br />Pat6,m COTTONS . ,au d f D A/D
<br />�'P, TaroM a Pwetwa PLURH6¢
<br />1.aN ` ePOURMNTe •Loa aArNs 1 I ® on 2.4F, WOOD . SAES OF OPO No 60NOMY oN NN[Ta a,
<br />,--- - . OVERLAP K*foNo t1000 FTeeN r MM ` WHILE Kamm K A "'Jau I w A „)
<br />me" WIDTH) �Wo 2 Ttlm nMAx Rt1rlrNo
<br />1 13/4* IRO..
<br />! MVBEa 011 1 1
<br />t / M� (� �RENr NAG10ND FWVLLEL iITONf A,1_�� w" Dom cwcw DID wwwx I.D. DISTANCE
<br />CASE G (PLAN)
<br />°.YO..WT tiS YM,OO, ,11��'p ••:• •4/f SCALE 1/4'-1•
<br />w • r 4.G 3L: •''�jCEN ''•.',{P VALID FOR DIRECT MOUNT •NSTALIALTKN4 Ow 0t
<br />CERIVEU PANEL INSTALLATION AT WALLS All
<br />No. 44167 SURl LEVEL VARMDONS WITHIN 3/4-
<br />* FL.ORIDA BLNLONNG CODE Non Hill vwl Iluffto Z_
<br />CASE E (PLAN) CASE F (PLAN) N3MD 1Lm3A 24 GAGE GALVANIZED STEEL STORM PANEL "
<br />SCALE 1/4•-1- SCALE 1/4.1' �.r,;. �IORLO�'-: ;i� LRNN N
<br />(VAUD ONLY FOR PANEL 101NSTALLATIONS AS PER ALTERNATIVES 1W THRU 4W, ON SHEETS 6 k 7)
<br />MAX. A.S.D.
<br />DESM
<br />PIW
<br />RATING
<br />MAXMLRA ANCHORS SPACING FOR EA. - AS SHD9N ON $HIM 6 A 7
<br />APPUCAME
<br />ro
<br />A=
<br />OF TAD/
<br />MMyOy
<br />.L.
<br />(R.)
<br />TAPCON
<br />W SCREW
<br />PANDiALtE
<br />FEMALE D
<br />►AELIM7E
<br />PLEB
<br />11000 gUSNt1G
<br />IF
<br />IF
<br />IF
<br />it
<br />W
<br />,3'
<br />13•
<br />13'
<br />IF
<br />,r (BOHia10
<br />6 t/Y
<br />6 1/2'
<br />6 ,/3•
<br />6 11r
<br />29 CHIP)
<br />61 4'
<br />, 1 2'
<br />2
<br />6 , 4
<br />/
<br />M
<br />(BOIL!)s.e'
<br />Ill
<br />S•
<br />-CHIP)
<br />00
<br />LESS���SITe
<br />••
<br />e
<br />13,
<br />Ir•
<br />_
<br />-4a
<br />UDU
<br />1r
<br />IF
<br />13•
<br />13"OR
<br />K1/2-
<br />Ir
<br />Ir
<br />13'
<br />6 1
<br />13•
<br />IF
<br />tr
<br />r
<br />IN (wn"
<br />6 ,/2•
<br />a T/r
<br />6In•
<br />• 7nGOP)
<br />-
<br />s 1/4•
<br />,2 tn.
<br />a t/4'
<br />(BINS.•)
<br />> TO
<br />TOts'-a•
<br />4'
<br />6 1/3•
<br />{ T/r
<br />-
<br />RIP)
<br />4 1/2•
<br />r
<br />7•
<br />-
<br />3a (WTION)
<br />9 t/2• _.
<br />12•
<br />/r
<br />4'
<br />(fill
<br />• SEE TABLE +1 FOR MAX. A.S.D. DESIGN LOADS t MAX. PANEL LENGTHS %"D4 SPACER @ M
<br />USED, CORRESPONDING ONLY TO ALTERNATE 2W ON SHEET 6
<br />li A.S.O.
<br />DESIGN
<br />pRATING otEssm
<br />COLA,•)
<br />MAXIMUM ANCHORS SPACING FOR E.O. - AS SHOWN ON *U, 6 ! 7
<br />APPLICABLE
<br />To
<br />All
<br />Ir THIN
<br />LNNMAA
<br />IwAWl
<br />LENGTH
<br />TAPCON
<br />LAO SCAM
<br />PMEUMIE
<br />P7]MD
<br />PANEIl1ATE
<br />PLUS
<br />wow 6USDD
<br />IF
<br />I3•
<br />13•
<br />tr
<br />13•
<br />it
<br />IF
<br />IF
<br />r
<br />IF
<br />r
<br />IN (eDr1aM1
<br />e 1'
<br />n
<br />4 t •
<br />n
<br />6, •
<br />0 1 •
<br />n
<br />6 I n•
<br />20 COLT
<br />-
<br />6 1/4•
<br />12 1/r
<br />61/L'
<br />(GOT.*)
<br />F-
<br />r
<br />7 1/2'
<br />It.
<br />e
<br />-
<br />f
<br />OR
<br />LEST
<br />or
<br />r
<br />r
<br />-
<br />7eroo7la+I
<br />_ --Ir
<br />IF
<br />13•
<br />IF
<br />13•
<br />(LOP)
<br />•ro-45
<br />475, -75
<br />_ 1r
<br />13'
<br />IF
<br />IF
<br />13'
<br />)
<br />IF
<br />1r
<br />is,
<br />IF
<br />IV
<br />Nval
<br />IF
<br />IF
<br />13•
<br />IF
<br />6 Ile
<br />IW (•OTib10
<br />61/2•
<br />6 1/r
<br />6 1n•
<br />6 11r
<br />6 1/2•
<br />0"
<br />a 1/4"
<br />(Bon!)
<br />P
<br />41/2•
<br />b•
<br />7I/2'
<br />7 I/2'
<br />-
<br />(TIP)
<br />TO
<br />r-a'
<br />a•
<br />S 1/2'
<br />r
<br />a-
<br />-
<br />30 (60TTCLL)
<br />IF
<br />12•
<br />13•
<br />IF
<br />61/2'
<br />(MOP)
<br />tY
<br />I Ir
<br />13"
<br />IF
<br />Ir
<br />N
<br />• SEE TAKE /1 FOR MAX. A.S.O. DESIGN LOADS Be MAX. PANEL LDIG HS WHEN SPACER 0 IS
<br />USED, OORRESPONll ONLY TO ALTERNATE 2W ON SHEET 6
<br />TAKE
<br />&I A
<br />RSA. DESIGN
<br />LIDNITH
<br />40 PSF OR LESS
<br />6'-e-
<br />> 40 PSF TO 60 PSF
<br />5'-2•
<br />> SO PSF TO 60 PSF
<br />5,-10-
<br />A MAX. PANEL LENGTHS ARE ONLY VALID FOR INSTALLATIONS
<br />W/ PANEL MATE WAALE ID OR PANEL IRATE PLUS
<br />ANCHORS t All gprj(,)BI6l 1/2. O.C.
<br />INTO • 1 CONCRETE OR CONCRETE BLMKSTRUCTURES
<br />CONCRETE r% 5 CONCRETE GLOM
<br />✓!%
<br />,-A)
<br />• ! F�
<br />-1/41
<br />� 1
<br />V1%%M n
<br />I
<br />16A, •LOL7I
<br />1/4•0 PMM1UM E
<br />ANCHOR a 12 1,
<br />Kt *SM 16 A ,6 PO,T M MK TYK a VACM FO
<br />WIDLL4„E,M Wo N000 RIME NMD•MS
<br />MINIMUM AN:wWI aMWs AND W M- IM NRAMM
<br />AN NOPOM ON TM 604111 TO EO LOW TWA
<br />wwo DN [DNmut mu No" spoon el
<br />Mulpt»M SMOIM Iwo W som" A THE
<br />FOUAWM PACIOR6 to WY aPgw= To K POMML
<br />AIRS M YAWN ONLMIm LINO W10111 SMALL NOT K
<br />LIS WAN mmma Shm" m aIm MR FAOH AMCIIM
<br />TOME ON DWI SCAM Z.
<br />ti/aaN
<br />VWAIL ANWM aMEN Oy
<br />3
<br />3
<br />•ANON 0-ft BIJ
<br />A
<br />3
<br />s
<br />3 1n
<br />aetAraaAN ammi MALL 0.)
<br />AMK i o 4 sm
<br />now
<br />„M
<br />aa6
<br />-
<br />u+
<br />2
<br />EKWPM P
<br />CONCRETE
<br />CONCRETE
<br />REMA*M
<br />,/4. PANELATE
<br />ANCHOR (BEYOND)
<br />will
<br />V
<br />++
<br />is
<br />/6
<br />r
<br />i
<br />�4
<br />(VALID ONLY FOR PANELINSTALLATIONS AS PER SECTIONS 1 THRU 6, ON SHEETS 4 t S)
<br />INN. A.S.D.
<br />DESIGN
<br />PRESSURE
<br />INXe1NY ANCIGI6 SPACING FOR Mel ED. PLR SCHEDULE g[LOe
<br />S
<br />MAO"
<br />LENGTH
<br />MAIL AS.D.
<br />PREESYLE
<br />BLUS
<br />RA
<br />MA MINI AVON= SPACING FOR MIN ED. PER SCHEDULE 90LAN
<br />EP•LICMU
<br />ylpyu,
<br />IEN01N
<br />(R•)
<br />TAPOW
<br />SOLID-=
<br />1 USN
<br />ZAW-WHIM
<br />CALK-M
<br />�
<br />TAPOON
<br />IOTA-WFlwA
<br />10
<br />JAhmi MAIM
<br />WJt-M
<br />t �t.
<br />m
<br />'a
<br />A
<br />A
<br />L 110N (W THEM(A.i
<br />opiwAx
<br />A
<br />Am
<br />m
<br />amm
<br />OF INN
<br />or
<br />� -46
<br />LEAS
<br />,r
<br />IF
<br />,r
<br />u•
<br />u•
<br />u'
<br />,r
<br />IF
<br />IF
<br />IF
<br />IF
<br />u•
<br />6,_6•
<br />Olt
<br />ua
<br />4 �-0
<br />60.-w1/2-.
<br />IF
<br />IF
<br />IF
<br />,3•
<br />IF
<br />IF
<br />,r
<br />+r
<br />IF
<br />IF
<br />,r
<br />11 1 n
<br />, pa►
<br />6•-{•
<br />OR
<br />LEN
<br />IF
<br />IF
<br />IF
<br />13•
<br />1r
<br />IF
<br />IF
<br />IF
<br />,r
<br />IF
<br />IF
<br />IF
<br />I (NOT10M)
<br />Ir
<br />tr
<br />IF
<br />IF
<br />IF
<br />13'
<br />13'
<br />tr
<br />IF
<br />tr
<br />IF
<br />it 1/2
<br />1 (BOTTOM)
<br />Ir
<br />13
<br />13
<br />tr
<br />13•
<br />IF
<br />IF
<br />IF
<br />or
<br />IF
<br />it
<br />IF
<br />2 bo►)
<br />IF
<br />IF
<br />13•
<br />IF
<br />it
<br />1r
<br />IF
<br />IF
<br />IF
<br />I
<br />1r
<br />11 1/2
<br />2 (SDP)
<br />IF
<br />IF
<br />1r
<br />IF
<br />1r
<br />13•
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />Ir
<br />2 (Bann
<br />IF
<br />IF
<br />IF
<br />IF
<br />1r
<br />IF
<br />1r
<br />IF
<br />tY
<br />Ir
<br />1r
<br />,t ,
<br />2 (WnOhO
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />3 (TOO)
<br />,r
<br />IF
<br />Ir
<br />tr
<br />IF
<br />IF
<br />tY
<br />IF
<br />IF
<br />IF
<br />it
<br />t 1/2
<br />3 (�)
<br />12 ,
<br />12 1/2
<br />6 I/r
<br />6 t/P
<br />12 t
<br />12 In
<br />-
<br />-
<br />{ I/P
<br />{ 1/P
<br />3 (BOSOM)
<br />-
<br />-
<br />2 1/2-12
<br />t/Y
<br />4 1/4•
<br />6 1/4'
<br />2 I/2
<br />,x 1/2
<br />-
<br />-
<br />0 t/4•
<br />0 1/4'
<br />3 OPMO
<br />r
<br />e
<br />r
<br />r
<br />r
<br />r
<br />r
<br />r
<br />a•
<br />r
<br />e•
<br />7 ,n'
<br />• (TOP)
<br />e
<br />a 1/r
<br />B
<br />r
<br />r
<br />6 1/2•
<br />e•
<br />7 t/r
<br />r
<br />r
<br />r
<br />r
<br />4 (1011
<br />r
<br />4 (Ronal
<br />1'
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />r
<br />-
<br />e
<br />-
<br />4 (ga"00
<br />u•
<br />u•
<br />,r
<br />IF
<br />IF
<br />,a•
<br />IF
<br />,r
<br />IF
<br />ta•
<br />,r
<br />u•
<br />a (Tao)
<br />s•
<br />,r
<br />Ir
<br />1 u•
<br />,3•
<br />,r
<br />IF
<br />,r
<br />I
<br />IF
<br />IF
<br />I 1/:
<br />6 (TI►)
<br />U•
<br />A'
<br />IF
<br />,r
<br />13•
<br />IY
<br />1J'
<br />1r
<br />IF
<br />IF
<br />IF
<br />IF
<br />a (eDTia17)
<br />/3•
<br />Ir
<br />IF
<br />IF
<br />IF
<br />IF
<br />tY
<br />IF,r
<br />13'
<br />IF
<br />11 1/2'
<br />a (BOTTOM)
<br />IF
<br />IF
<br />IF
<br />Ir
<br />IF
<br />1r
<br />_..ir
<br />IF
<br />IF
<br />IF
<br />IF
<br />IF
<br />6 (Top)
<br />IF
<br />IF
<br />IF
<br />13,
<br />tr
<br />it
<br />IF
<br />IF
<br />IF
<br />1Y
<br />IF
<br />11 11r
<br />—1/4'
<br />9 (TOP)
<br />_
<br />-
<br />Ill
<br />6 Ile-11
<br />1 4.
<br />4 1/4-
<br />-
<br />-
<br />-
<br />-
<br />6 1 4'
<br />6 1/4•
<br />6
<br />-
<br />-
<br />4 1/4'
<br />4 1/e
<br />• 14•
<br />6 1/4'
<br />-
<br />-
<br />-
<br />-
<br />6 1/4•
<br />e
<br />9 (1
<br />Ir
<br />6•
<br />IF
<br />10 ,
<br />lr
<br />r
<br />1r
<br />r
<br />7 1/2
<br />S 1/2
<br />IF
<br />4 in
<br />,
<br />lei,
<br />ID
<br />14-4•
<br />IF
<br />r
<br />tr
<br />IF
<br />,r
<br />a ,•
<br />IF
<br />4177177
<br />6 Ile
<br />IF
<br />6 In
<br />1
<br />sV-V
<br />TO
<br />r-r
<br />IF
<br />7•
<br />IF
<br />IF
<br />IF
<br />9 1/2
<br />IF
<br />9 1n
<br />101/2
<br />7 1/2
<br />IF
<br />r
<br />I (WOTION)
<br />,r
<br />7 1n•
<br />IF
<br />IF
<br />IF
<br />IV
<br />IF
<br />to*
<br />it'
<br />r
<br />13•
<br />6 I/2•
<br />t (BOTTOM)
<br />lY
<br />6'
<br />IF
<br />10 I
<br />IF
<br />r
<br />IF
<br />r
<br />7 1/2
<br />6 1n
<br />IF
<br />4 1/2'
<br />2 (TOP)
<br />tr
<br />6•
<br />IF
<br />or
<br />IF
<br />6 tn•
<br />IF
<br />I I/r
<br />9 ,/r
<br />• ,/r
<br />13•
<br />s ,n•
<br />2 (MO')
<br />IF
<br />r
<br />IF
<br />IF
<br />IF
<br />9 1/2
<br />IF
<br />9 1/2
<br />1 to 1/21
<br />7 ,n
<br />IF
<br />6 11r
<br />2 (BOTTOM)
<br />13•
<br />7 1/r
<br />IF
<br />IF
<br />IF
<br />t0'
<br />IF
<br />,0•
<br />11'
<br />a•
<br />13•
<br />6 1/--
<br />2 01DTroLO
<br />IF
<br />Y
<br />IF
<br />IF
<br />IF
<br />9 1/2
<br />IF
<br />9 In
<br />to 1/2
<br />7 1/1
<br />1T
<br />6 11r
<br />3 crop)
<br />Ir
<br />7 i/r
<br />IF
<br />IF
<br />Ir
<br />Tr
<br />IF
<br />tr
<br />it,
<br />r
<br />IF
<br />6 tn'
<br />3 (Tall
<br />12 1/2.
<br />12 1/3
<br />6 1/4'
<br />6 1/4'
<br />12 1/2'
<br />6 I/e
<br />-
<br />-
<br />S we
<br />6 Ile
<br />3 (BOTIa60
<br />-
<br />-
<br />P2 11rl2
<br />1/2
<br />6 1/4'
<br />6 1/4.
<br />12 11r
<br />12 1/2
<br />-
<br />-
<br />6 t/4'
<br />0 1/4•
<br />3 MOTION)
<br />r
<br />r
<br />e•
<br />6 1/2'
<br />7'
<br />3 1/2•
<br />r
<br />4•
<br />♦ 1/2'
<br />3•
<br />4 /n-
<br />r
<br />4 (Tor)
<br />7 1/2•
<br />Y
<br />6•
<br />6•
<br />r
<br />4'
<br />s•
<br />4'
<br />4 ,/I•
<br />3 1/2•
<br />6 1/2•
<br />r
<br />4 (TOP)
<br />r
<br />r
<br />r
<br />S'
<br />a 1n'
<br />7 1/2'
<br />(Wort)
<br />a•
<br />r
<br />6'
<br />r
<br />4 In
<br />7 1/2
<br />(BORON)
<br />IF
<br />7-
<br />IF
<br />IF
<br />IF
<br />It 1/2'
<br />lY
<br />9 ,/Y
<br />10 ,n
<br />7 t/r
<br />IF
<br />r
<br />m"
<br />IF
<br />S 1/x'
<br />tr
<br />IF
<br />IF
<br />1w
<br />IF
<br />10'
<br />it.
<br />r
<br />1Y
<br />s 1/21
<br />6 (TOP)
<br />U'
<br />IF
<br />9 1/r
<br />IF
<br />9 1/r
<br />0 I x
<br />7 I/2•
<br />IF
<br />a 1n•
<br />(W"MO
<br />13•
<br />6 tn'
<br />lr
<br />IF
<br />IF
<br />,r
<br />IF
<br />Ir
<br />Ii
<br />e•
<br />Ir
<br />6 ,n•
<br />6 (BOTTOM)
<br />IF
<br />S'
<br />U•
<br />,0 , 2
<br />/3'
<br />r
<br />IFr
<br />7 1/2'
<br />a 1/Y
<br />13•
<br />4 1'
<br />n
<br />6 MM
<br />IF
<br />r
<br />tr
<br />17•
<br />,3'
<br />a 11r1r
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<br />6K OHM 11 M ACMNs WK A SAWM FOR NZWlAMM Nro NOOo MAC SI&MM
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<br />ASA. OEM LOAD
<br />N M,NPAH L
<br />40 PSF OR LESS
<br />Ill
<br />> 40 PSF TO 60 PSF
<br />5'-2-
<br />> 60 PSF TO 60 PSF
<br />5'-10•
<br />A MAX. PANEL LENGTHS ARE Ohl VAUD FOR INSTALLATIONS
<br />W/ SOLID SET ANCHORS t W/ SPACER AT 12 1/2. O.C.
<br />�_....__..__-_...__. _...-.-_..�...-._.ANCHORS (SU SECnONS A ALTERNATIVES ON SHCEIS 13, 14. 16 R16)--.........__ �,- -_
<br />3 MAN. R-1y13, R-203. R-m/1,4, R-1B/13, R-"/13. R-3G/14, 3• MAX.
<br />D.M..QY . l R-11AW/16. R-2AW/1S. R-3AW/16. R-11W/16. R-2RW/1S. R-300 16. 1
<br />or
<br />--- - r --------r--- - -----
<br />I t 111 - I I
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<br />1 4'e-200 S.S. BOLTS W, 1�
<br />t S 1 I 1 (USE FOR PANEL MillIENGM t , t K
<br />'I j o1 I OVER r-e') PANEL LENGTH
<br />1 1 1'RLYAlU1R STORM PANEL I ' REYI" PANEL j I r-r a 440.0. -40.0 PAC
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<br />T
<br />AT . OVE70AP 1 1 i
<br />I I I
<br />I
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<br />D.M. 3 . ` _
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<br />(SEE SECTIONS A, ErN ALT?Nn W SMELTS 13.14. ,e AL61 .-- 1/4- VAX.
<br />_
<br />MO. GAP
<br />LIFE SAFETY STORM PANEL (i) ELEVATION (t)
<br />SCALE I.00i• lE 1/4'.
<br />HTEODUIR
<br />STORM PAIQ ( uM IMMNM ! 1 STa1W PANEL
<br />,• REGULAR Lei O14NM .i 11101E 1•
<br />- - .—_ _ ___________ ---- - - - 1
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<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD
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