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<br />WALL AND FLOOR MOUNTING INSTALLATION FOR Mp4O1' N"KMIW'
<br />SPLIT PANELS WA r _ __ COMM" 4.000 m $*.=E Ow
<br />J'ati,.,Y.ptite'low
<br />_-r� �.: IrNa'.�,�.•Yr_r ...,_, ___,___•..T.�- 1
<br />,y 4•i \ - • , • (1 � •.`IOtNN) I .
<br />c ` I ._'�^ RR�N,a Kwn
<br />R,P _ _ .1... TTF1
<br />._11
<br />9)' ./ 1 P.1 win j
<br />1\ MalO . -
<br />mrK a IT -
<br />, .. �.'. ,w1 at't oN . PlN u. C ` '• TA„2N AL i �, ; •\:
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<br />1 , G - 4'.—� 1 tI,PCRR fN 1,AOYf •` . P. aLADa oil I/4'
<br />yl-
<br />Fir MAT
<br />MAIL f
<br />-_ 1'AMaW-r MAL PMP,. `'` • / --"1",'-i'Y_'l i_'7"{'-t /
<br />Ii•� p.♦►4 PROMA M110 `O4,/ ••--•' N4lYM•IQ 4PAlMAf PYM1Rp '•1
<br />pMMpPPP1�N� P�Py�YAaa. wyg 1 I ::0
<br />Oy'•AAW ° - . _....L - •._ .. _ ._ .I .I ;RAIL!
<br />11.
<br />- 4u 0. M,PM
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<br />1 " --I YC'' /��4.a/ \ /D-7tW}!►/'aalaar ,L/ Is,,,a+ ,_ '-- •,� . ,n• j I
<br />r Me Y -4/ p�tlllf pINMf11A,Msr�, ' '•� ; _ y---r 6a. i I i
<br />�► J! Y alb s e 1.... 1. J. 1
<br />jOf Alas A•L, -IL ►•.1. MAP" 1 ��'y' � �M°�°i� ,� - • ( i._ _ IT.T- - _ -
<br />aw
<br />soc'YMA 7 • M Y� J tim w A e0�Il0,O ,n: - _ ®R• 1) �. ::� L-41w AALI•M VIM • Ca.am 4
<br />M4LW
<br />SPLIT STORY PANEL ELEVATION
<br />i t W'Al,"I 6uYE 1 4., Ii°LMw 4)DETAIL
<br />1"
<br />1 �o1
<br />MULLION SCHEDULE
<br />a
<br />Wt2n A N
<br />Y/[-r Aw 1WLL
<br />,,• M-�PR� NMIC Wane
<br />rMbau ,. a, A .
<br />Tow
<br />a- muum
<br />VAN (n) •
<br />REOYWED Mn.
<br />1116E MULLIDN
<br />4 4•-r
<br />2" . 3' . 1/0'
<br />4' lie
<br />• ywaerMyl�yWU1yy+�(, aFO" rf_DtJ�a:', PNEmRE RN,Nc
<br />PNMILEI 1�'� C6[PI20
<br />SECjIQY1_t
<br />SCAB 3/B."
<br />NMI. YUWON CAN AUSO K MKIMAM WIC STORM IAWQS ON TOP
<br />OR BOTTOM 10 THAT a 15 LOCATED AT TOP OR NOT" OF OPENMO
<br />tow PMU OKXMq W/ NEE TOP Al BOTTOM)
<br />RLSTA"TION - ALTERNATIVE 1 W
<br />WALL' 1/4' - 1'
<br />A B ► 4Bea
<br />Ira46s�l�,l.s■
<br />/.M1WmWa•Y'aA •/
<br />I i
<br />r'
<br />n aNd 1
<br />1WALL
<br />kMXbffM
<br />INSTLLLATION - ALTERNATIVE 3W
<br />ITMm,A�4,
<br />.anAmlr
<br />,.W1 a PUN
<br />MTLLLA TIVE 2W
<br />SCA1- 1/4' . 1'
<br />Mom:
<br />1. INSTALLA-TIONS ARE ONLY VALID FOR BUILDINGS WITH AS.D, DESIGN LOADS
<br />UP TO 455.5, -12.0 p.i.1. AND PANEL'S LENGTH UP TO 8•-6'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO. 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
<br />TOP a BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />COMM" ANCH M CONCRETE MKM M
<br />(6[C aCN OAT 1010)1� (Sim
<br />\ \;•
<br />POUND °wLYc1E J
<br />Sao• .1 -LW
<br />- - i i
<br />-r , _ - _-
<br />Kew carom
<br />oDLRNm\ d � i a4. d \1
<br />t`'a i aEaMD i = ! $ fCA[ONL 3 G
<br />PDA 4 14 ION I TOR IeA 1aM y
<br />I : I Tochmal • (YpI E
<br />1/••hI• AP[ialE
<br />I,N,A/ SPf@�471E Oh• Mln. (um 9 'Ov w pa9MU11
<br />fan DEI /+4�_m • ,r I ac r MM (TAK n)) l ro • iJ it
<br />D.c
<br />('LEE on
<br />I
<br />CDMALL
<br />rOpNEaRwD e
<br />a•P�n• a w AP,w
<br />CEWND t DLOOR YOIINTIND WALL At FLOOR YOUKnW
<br />INSTALLTION - LLT'ERNITIVE lW INSTAI AXIMP S - ALTIMATLVE SW
<br />(SECTION AT TOP IS UNITED TO +55.5-67.0 MAX SCAM 1/a' . 1-
<br />AS-D. DESIGN PRESSURE RATING)
<br />7 RWY �
<br />P"°,al • w ,T Pt yl
<br />6 rA o nm
<br />� ,al /Mat N.No
<br />PBOMiN.Ao 0-1, NO
<br />FLOOR MOUNT11M
<br />ROSTALLATION - SECTION AAW
<br />WALL- 1/4' . 1'
<br />FLORIDA BUILDING CODE Wah VolocitY HurA6une )
<br />Fall CONCRETE fAK1OM: a6L SDEO162 ON SHIFT Is;
<br />- ION amOO ICAO. SEE SLCIION M SLQf ,a
<br />,w; . 1/6 2✓42,/4. 3/4 OR 4/4t, 2 &tw/I5 t, ai IMw/ts
<br />`1• YN.
<br />n
<br />(K M PAMAM"))1gN
<br />calm" v1.
<br />no
<br />twits
<br />ALTERNATE LOCATION
<br />L.�J _ ENE: AEINo LIFE SAFETY ' U R PAMtS w/PANEORIs _ _._:- LOCACATI Y P Wn S Et1dfE1BELOw)t __.aW/0 REGULAR TRACKE (SEE NOTI I
<br />CONCRETE AMCIAY6 �.:•r/ / • • RELOI) M lLAST R[ PANEL
<br />31EMN°P M OM. ME 01111141.10 AS
<br />EMpYpyl ALaMYS m PROYIO[Ft W� •FAA NAAwr
<br />S,LEfT } RAKED COMM"-�� AA 10 iACE1fAlE IRSTKUTiOR W MT[NO[°
<br />b L 4fA D oI CJS/t A N>OA61 -' OF BE IMSTALIS STRUCTUREa a RENDYp, FRO
<br />OF
<br />ELEVATION
<br />WALL MOUNTING INSTALLATION BLAND FLOOR MOUNTING INSTALLATION SCALE 3/32 -,'
<br />SECTION 1 SCALu 3/8• . 1- r SECWH 2 SCALE, 3/8' - , ,/4. r ®®°R 1 • * I/. SUN.
<br />GAP
<br />LEQIf'4 DN L4'>-- = = .iSiDBY-PANE. 9,511Y..SNSIdL!:.bN ' ..
<br />1 UPE SAAS FRY STORM PANEL CAN K LOCATED AS AN ENO PANEL (FIRS Oft LAST PANEL) HASCBS
<br />IL E SAFFTfR OAS BAY OR PANEL (MY
<br />/� Of INSTALLED OFT TO
<br />DREEGGULAAR) PANELSMDNnRaAW H) FWLD.1. AM
<br />AF Oslo NraLs. A0N
<br />(W/ OR W/O Wo" TRACKS) S¢ ,IORr ,)
<br />I
<br />(ETD PAA11
<br />I
<br />(NIEIIIDII
<br />1 jT
<br />(NTERIDN PNf,L)
<br />(Af10a0R
<br />LBO
<br />PA,EI)
<br />Tfj
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<br />1
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<br />Al
<br />L004
<br />/1 1/1 21♦/A 8/4 on 4/4 t 2 a TWITS 1 k
<br />LO
<br />P. LIFE PANEL CONSISTS OF 0039" OALVAKRCD STEEL STORM PANEL AS
<br />,SECTION -B-B
<br />PON COMPONEM�. SHEET 2 OF OTMVWG,
<br />THIS PANEL fTVLF TO BE REMOVED OR N6MLLLD FROM tHE 'MSOJE OF
<br />E
<br />SC" 3/32"-1•
<br />STRUCTURE.
<br />pµEE
<br />J. eE ®,AS IIEs TOP K TO OLSHEET 2 OF TWIT MGwoNENr �A 801TOM TRACK ro
<br />II4NIIIINNY
<br />Ile A P. TIL(!T
<br />COMPOIIfNTQ K INSTALLED 'NAIL OR FLOOR MOUNTED POLLOWING SECTIONS I a
<br />2 ON 111SMEET, AS WELL AS DETARs 1 t 2 ON SHEET ,4.
<br />ROW
<br />��' JGENSf ''•..
<br />1 MY,. IENGN FDR COMPONENT �15 13'
<br />'
<br />�•
<br />Ma. ANCHOR SPACING i0R COIAPOFIEM ®ANCHORAGE AT BOTTOM IS GN01 ON
<br />* i
<br />e7oro x1�o. M
<br />SCHEDULES LA 2. SWEET 14.
<br />1=
<br />COMPONCM ®)MAY BE PERMANENT OR REMOVABLE
<br />6. s� DETAILS FOR INSTALLATION a(N w000 iRAYE BUIfaK1465 on SMELT ,5-
<br />-$, 9'•., pR �• '
<br />0 SEE SHEET 4 FOR DETAIL APPLICABLE TO THE NECESSITY FOR ,ALE INSTALLAMN OF
<br />y'�OC�•�/,-/7` -.J
<br />a
<br />SPACERS AT TRACKS INSTALLED ADJACENT AND BEYOND TO STUCCO/WOOD BANGS
<br />�N,A•,dl I
<br />Ada+w ~oRWP'Pn'Lpwl.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (a.s.f.) AND CORRESPONDING
<br />- - MAXIMUM PANEL LENGTH "L" SCHEDULE
<br />fllaltl ftYLY real I4aaIAf-6 A 1%3 rRrY.AIY,Yr A PPP •cL•n„IL ,
<br />YAKAAN
<br />AI•,. L6N0f11
<br />14Nam YR R1 Ara.
<br />yWaL
<br />006
<br />a<
<br />•MA. -FILM
<br />Y-Y DN Lw
<br />2 1/r
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<br />>7 a• ro r-a' w..
<br />r a/4•
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<br />.660. -Mo
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<br />12--e OR L[S6
<br />' 3 1/2•
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<br />a S A 10
<br />• MI= W/ 1/AY-Dart' 11. MS A "" M " 0~ P WAD1OM OF PAIM.
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p._.f.) AND CORRESPONDING MAXIMUM ANCHOR
<br />SPACING SCHEDULE FOR REGULARSTORM P N c � & Q INSTAL! AVOKS_
<br />I= EXISTING CONCRETE A CONCRETIE BLOCK STRUCTURES
<br />f11MK1 may ME pwarts CIla &Z aher.lATLmR - — -R 1 1YN1 " DY 4>lane • A Al
<br />MAXIMN ALSO,
<br />OEs01
<br />N to.
<br />M,,,,O l►A,)
<br />AAMMW ^%"= SMOM FOR CA - A 1/r ••
<br />Swmas a A,
<br />MN m1a.K,aN
<br />a TIIY
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<br />ro taKM,r
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<br />1bBLOCK E
<br />10 coMot[It
<br />1KLM
<br />in CONCAi11
<br />-
<br />m cON0E1C
<br />o`M OMP
<br />r
<br />N/A
<br />-
<br />H/A
<br />N/A
<br />r
<br />OVA
<br />A.
<br />NAI
<br />r
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<br />1 (TOP)
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<br />r
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<br />N/A
<br />MIA
<br />e
<br />VA
<br />a
<br />WA
<br />r^
<br />N/A
<br />2 )
<br />r
<br />NH
<br />M/A
<br />MIA
<br />6'
<br />MIA
<br />a•
<br />"/A
<br />r
<br />H/A
<br />J 1p,IDy,
<br />431$ -710
<br />r
<br />WA
<br />4/4
<br />N/A
<br />e'
<br />N/A
<br />e•
<br />"/A
<br />r
<br />M/A
<br />3 a 4 EroP)
<br />j r-5. ON LESS
<br />- e'
<br />/•
<br />N,A
<br />.-MIA.-_
<br />A^
<br />_.
<br />a'
<br />e•
<br />''
<br />—
<br />A.
<br />4'--.-.
<br />4-
<br />3 (swim)
<br />4•
<br />"/A
<br />M/A
<br />/•
<br />yr
<br />N/A
<br />r
<br />N/A-
<br />6•
<br />-
<br />N/A
<br />7 crop) 1
<br />N/A
<br />r
<br />4
<br />e
<br />r
<br />r.
<br />e r pmvM
<br />-. N/A
<br />M/A
<br />s 1/r
<br />e 1/.•
<br />it 1/r•
<br />4 ,/.'
<br />_ �....
<br />.e 1%•' -.
<br />4 ,/•'
<br />4 1/•'
<br />1 -i
<br />(TOP/80T10M) I
<br />1ST aeA le A I1 FOR AMSAM ?"Mr a N%DA Pon "RUM " am am FRAME BAO•la.
<br />MMALW ANwOR WACIM0 AM Mr4aW EWE WOMICE ART eOCAM ON THIS sOBOLLL FOR E0 Liss
<br />DRI New= OM 210111A1 mom A.Cmm WACND eT wAMLTNO 110%cm ,M m w 1C10w[ IT
<br />,K PMAMMO FAMM NA no OF'BAfm TO, m tNImw MEDLICm SAPOW astwim up" farm
<br />LINK NOT N LESS THINK 9*4 MOMS POOATIA FOR EMI ACHM TM Al AMMONS LOWDO
<br />Now TIK
<br />1/—r4 .
<br />IHY
<br />_ ..
<br />1/IY
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<br />Sal now >NIINW ant
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<br />1 1/2
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<br />1/1' 10.. a/r WHO OM DUMM MI
<br />IHY-11R•' 4f. Ma • a ,/4O.G Rat
<br />KIWI 42110114111 OP to r-W Ale 4 1/4, Me
<br />Pat moms u► m r-r a. w 04_I
<br />P"dL%MR PTari 41 on polamTE P" 6
<br />12 1//r 0. O ARM I I/r Sin. roffAOTO
<br />I
<br />PF,KiMA7,DM TO WAIMEA FOR ALL t[MOTHY ALP
<br />it
<br />fi'i'
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<br />1
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<br />I
<br />lot
<br />00
<br />Eoi
<br />1
<br />I
<br />I
<br />1
<br />I
<br />LOW ORM euaMG
<br />11
<br />1t I ii
<br />PWLD 1Oo" UP ro 1'-0• AND 4
<br />1H' o c. Fa tEraaa L► m r-r Y..
<br />aR /,.-f0 FYYELWI[ F[YML D a
<br />PAN4141I[ RLA • Ts IH' o. a wmI ,
<br />I/J auL oNAam ptNEtMrroN M
<br />AMOWaM a ER"MD Wopo PAiT f04
<br />ALL LMAmIA ar ro r-/' 1PML.
<br />DIRECT J���LLAJJQN
<br />SCALI ]/a_t•
<br />INSTALLATION DETAILS FOR REGULAR PANELSa &
<br />INTO EXISTING WOOD STRUCTURES
<br />-�1 m ,IIAOaI I 7
<br />I �
<br />I I
<br />I I
<br />WOCO
<br />1 I
<br />levu4 e W
<br />, - sW00°alrD�
<br />1w ALTERNATIVE
<br />4 _---- --•-r q srxE 3 a-1• SCALE 3/8-1-
<br />..iW
<br />- 1 Q5Q -Y►- .�jM
<br />f
<br />L,tE 6CEDUF LN S1Qt e t E I r
<br />Pal, Wn rAPNM,ION 1
<br />10 O,Af4 I f Y
<br />1 F01 I Ei I'
<br />I 1 ......... - DP i
<br />E01 EO
<br />ED, t WAOM
<br />rof /rowz,
<br />EDP _ -: `W i•.' amA11At
<br />y ,P 4U•m
<br />Li�in r°�i/4A'�u/� j i � {�.
<br />1 I,
<br />by u4 ealeaa • r ac
<br />P.1nxP PEAeM.Na (ggNN�ILVE 3W eLTERIIATTVE AW
<br />2"w• OWE . • IFEM"IM OP PALMmag
<br />SCALE SICP+• SCALE 3/a-1•
<br />4DYJED '. l
<br />CON��LWPOW
<br />.na fT 4MN1 YR IYlTAl I ATN1M MOTE ' SHWI ER TRACKS NOT S110w,f FOR CLARITY
<br />�PAY7
<br />1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A_S.D DESIGN LOADS
<br />UP TO +55.5. -72.0 PSF AND PANEL'S LENGTH UP TO W-8'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. W000 MEMBERS TO BE SOUTHERN
<br />PINE NO. 2, w/ SPECIFIC DENSITY OF 0.55 OR EQUAL.
<br />TOP a BOTTOM MOUNTTWS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />sTLlos •Awn
<br />p11ERLAP
<br />(,21%H.D 1,2.PAO CL
<br />i0 NEL
<br />1• 11.1
<br />KE 61
<br />WEE rFnmom ►MEl END PANEL
<br />' SCHER" SCICOYM I I L
<br />ANC
<br />® 7 •- .. a' = FOR a- '-'- FOR M.. Y
<br />OR DIRECT MOON1 Sp M'�iG apACl q
<br />on
<br />1'-3' Wn --.
<br />DETAIL 1 A WALL MOUNTING INSTALLATION (APPUCABLE TO SCHEDULE 1)
<br />SCIML: 3/18' - I -
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (pas.f•) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPAGING SCHEDULE AT ri FOR
<br />INSTALLATIONS INTO CONCRETE A CONCRETE BLOCK STRUCTURES
<br />SCHEDULC.LP_:.-G}W/...'864.4..1�YNT-DDlOSU066 TDP A BOTTOM Wi.�1L�.3.112_,
<br />s1tIOs . EVOtY
<br />oYEmAP
<br />(12 1/2' 0. ca
<br />TO HOLD PANEL
<br />a/a• Yu, ``SUE D
<br />Y wn. (rai a} r ... _.
<br />i_.
<br />YA ALA
<br />NINON
<br />al W-W
<br />aRA-N
<br />PMtim7t FBW2 O
<br />PWILYYE RYE
<br />OEM
<br />PIAaSKI[
<br />M/M4 T
<br />m
<br />CO114Titt
<br />B1Aw
<br />roTo
<br />OOIICM[TE
<br />TO
<br />CaNC1R7F
<br />BOCKwjm
<br />ro
<br />Comm
<br />SLO01
<br />m
<br />COIICrLR
<br />w.001
<br />m
<br />t:011CR[t[
<br />m
<br />6lDC{
<br />KRON4 •
<br />rnlY1WIDM
<br />D Iltl
<br />WAMW MNEL
<br />ILMOIN 'L• (n)
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />rN/A
<br />6'
<br />N/A
<br />1 a 2 (TOP)
<br />55.0. -710
<br />9'
<br />7-8'
<br />9'
<br />9`
<br />9'
<br />9'
<br />9'
<br />9"
<br />8'
<br />, (BOTTOM)S•-0'
<br />OR I.L"
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />6•
<br />MIA
<br />a'
<br />N/A
<br />1 a 2 (TOP)
<br />453.0 -72.0
<br />9'
<br />S•
<br />8'
<br />a•
<br />9'
<br />7 1/2'
<br />9•
<br />9'
<br />9•
<br />9`
<br />1 (BOTTOM)
<br />TD 7'-6•
<br />+36.0 -72.0
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />1'
<br />N/A
<br />0-
<br />N/A
<br />S•
<br />a'
<br />9'
<br />8'
<br />9•
<br />8'
<br />6•
<br />{'
<br />6•
<br />6•
<br />, (BOTTOM)
<br />,SCHEDULE. P 2 :® R�QB110UFTI COMORP98 Al BOTTOM Wi I.D- . 3 1/2•
<br />wi i MA40
<br />P"Imum
<br />1 mm a SLY M now 1d RYU) M
<br />asi 4 BAO o r YN PROM W orACAQ
<br />SAPPLICABLE to
<br />ECTION" AI a
<br />COMMtIATIO
<br />MAaMUM PANEL
<br />LENGTH I,' (ft.)
<br />APIqOLW - 21
<br />law CAI-W
<br />RAXTMO W,
<br />OF THEM
<br />.49.2 '-61.5
<br />3• y
<br />4 1 2• 4 t/2'
<br />2 (11107TOM)
<br />7'-6' OR LESS
<br />452.E -66.0
<br />a' a•
<br />A. 4'
<br />2 (BOTTOM)
<br />7--6' OR LESS
<br />+BBB -72.0
<br />2 1/2' 2 1/2'
<br />4' 3 1/2'
<br />2 (S01M)
<br />T-6" OR LOSS
<br />455.0 -72-D
<br />2 1/2' 2 1/2'
<br />N/A N(BOTTOM)
<br />2 (BQtTOM)
<br />T-6" ro
<br />+550 -720
<br />N/A N/A
<br />3• 3"
<br />2 (BOTTOM
<br />T-B' TO
<br />Hurricane
<br />ALTERNATE
<br />OCAAT END PAN PA�EL
<br />}1, '- MITI" PANEL '—END PANEL
<br />OR B
<br />SHAD, M0SSP
<br />r
<br />DETAIL 2 FLOOR MOUNTING LNSTALt •TION (APPUCABL TO SCHEDULE 2)
<br />SCAM 3/I9• . L•
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING
<br />MAXIMUM PANEL LENGTH "L' SCHEDULE
<br />AAPdI CUMLL �` .TO SCE'TWMS 1 A 2 RIdG_7� f,1R LOT_ 9AFr1Y3T��PABL.
<br />Sm Ind ON LIEU i
<br />.walaN A!A mFIMM
<br />+IRN14 ,3AISY
<br />M.,. DIAL
<br />�1 A
<br />�Mp DLbtl
<br />Cal,�DAIOM
<br />HILa -nM
<br />r-r
<br />2 w
<br />= OW 16 I= *DIM TYFL A SNOW Pall RRIOUADDN AM WOOD FR WS 81AW4
<br />M/MW ANDMOM pPCPq[ MID MIMMN mo[ °DINKY AI[ maKW a ON Slue SOMEMAS. FW
<br />I.D.U39 THAN [OCATLD ON 10EOLLE am= no= MWAPKI at ROAle'L'/NO WACHO
<br />00" 04 SCHMAIT 8T THE MALOaeC FACralR. rail T1R OPLWW m K P1O=WL
<br />PEDIPRD VACO ,M'FAM 1/K FACiw OWL NOT K Liss IMAM YNMN MOM
<br />0491- 0 FOR Uw ANCM011 ATE At ANDOM LM".
<br />AtOOB t16B
<br />•/4'•
<br />IHY_
<br />1/4'.
<br />e.
<br />/4Y_
<br />T"eAI
<br />,ar a,►sRW
<br />PiML11+L1W
<br />CMA /
<br />_ 4% oletnN YLRMO
<br />•MIMY,O D.2
<br />-�7
<br />,
<br />a
<br />E
<br />a y
<br />wA,.M a•a1r Iw l,U
<br />a __
<br />_ a
<br />.i ,%2
<br />i ,n
<br />--
<br />Aar Ea @I BB8M8)
<br />PA N
<br />7 tn•
<br />-
<br />q
<br />r
<br />3,
<br />(VAUD ONLY FOR PANELS OAT, O NPAUATIONS AS PER SECTIONS 1 THOU 10. ON SHEEM 4.5 a 6)
<br />M MM A/O = SPAC O I = LW - 3 l/r
<br />AADD. 0990*
<br />- TAPGCi -�
<br />Q TAP -OW
<br />LAIN-IM
<br />01ANCl1KIF FOOS a
<br />f•AI•tE,ATr PWS -
<br />SOLID SET
<br />SECTIONS / a
<br />MAArIMN RAVEL
<br />PRES,a,M
<br />RATING
<br />(p•IS
<br />ro Comm
<br />To
<br />COICA[TE
<br />eLDw
<br />ro CONCN[1E
<br />ro
<br />OMCKR
<br />BLOCK
<br />m CONCRETE
<br />m
<br />CONCRETE
<br />eDw
<br />ro COMPETE
<br />---
<br />10
<br />COTFD II[
<br />•MOM
<br />ro COA C1[I[
<br />--
<br />ro
<br />SaKRE1L
<br />woCA
<br />10 AOI,Cli
<br />ro
<br />M,I[IIE7[
<br />raw
<br />NN calleM,lm01,
<br />OF „EA
<br />LLNCIM 1' (A.J
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />8'
<br />N/A
<br />6'
<br />N/A
<br />e•
<br />N/A
<br />N/A
<br />N/A
<br />1 (TOP)
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />6'
<br />B'
<br />0'
<br />6"
<br />S.
<br />6_-
<br />N/A
<br />N/A
<br />1 (BOTTOM)
<br />a"�
<br />-
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />6•
<br />N/A
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />1 2 (TOP)
<br />-
<br />0-
<br />N/A
<br />N/A
<br />N/A
<br />6' _
<br />N/A
<br />5'
<br />N/A
<br />B'--
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />35.5. -72.0
<br />6'
<br />N/A
<br />N/A
<br />'N/A
<br />N/A
<br />8'
<br />N/A
<br />8•
<br />N/A
<br />B'
<br />N/A
<br />N/A
<br />N/A
<br />3 A 4 (TOP)
<br />>7'-5• TO r-6'
<br />OR LESS
<br />a'
<br />4'
<br />N/A
<br />6"
<br />6"
<br />S'
<br />6'
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />a•
<br />N/A
<br />6-
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6'
<br />a-
<br />N/A
<br />N/A
<br />6•
<br />6•
<br />6•
<br />6•
<br />/•
<br />a•
<br />N/A
<br />N/A
<br />4 a 7 (BOTTOM)
<br />N/A
<br />N/A-
<br />-12 1/2'
<br />6 1/4'
<br />12 1/2-
<br />6 1/4"
<br />6 1/4•
<br />6 1/4•
<br />a 1/4•
<br />a 1/4•
<br />N/A
<br />N/A
<br />S (top/BOTTOM)
<br />60.0, -63.3
<br />N/A
<br />N/A
<br />12 1/2'
<br />6 1/4'
<br />42 •/2'
<br />6 1/4-
<br />6 1/4•
<br />6 //4•
<br />6 1/4'
<br />6 1/4'
<br />MIA
<br />N/A
<br />a (TOP/8017011)
<br />'-B• TO 11•-2-
<br />56.0, -72.0
<br />N/A
<br />N/A
<br />6 1/4'
<br />N/A
<br />6 1/4-
<br />N/A
<br />6 1/4•
<br />6 I/4•
<br />6 I/4•
<br />8 1/4'
<br />N/A
<br />N/A.
<br />6 (TOP/BOTTOM)
<br />B•-8' TO 11'-2'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4•
<br />6 1/4'
<br />1 6 1/4•
<br />6 1/4'
<br />6, 9, 10 (TOP)
<br />43A -48.0
<br />8• f
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />a'
<br />6•
<br />6 I/4'
<br />6 1/4•
<br />8 (BOTTOM)
<br />OR LESS
<br />---
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />--
<br />N/A
<br />6'
<br />--
<br />6•
<br />'-
<br />6 1/4-
<br />6 1/4•
<br />9 (BOTTOM)
<br />12'-4' OR LESS
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />8 1/4'
<br />6 1/♦'
<br />6 1/4'
<br />a 1/1'
<br />10 (80TTOM)
<br />SEE SIdi6 10, II Ala 11 FOR ARCH AS "PE A SPACING PER ROMLAI" INTO WOOD FRAME BUILDBID,
<br />WNW N,DOM S ACPW ARID ~ill EYK DWP#= AM MDCAT[D ON 1148 SC[OUIE. FOR Ea LD84
<br />bLA M1oKMTEp ON MMMAL aEDua WHOR SPACING W rum"PPo 9PALTMA slaAM one 1CIEOYIC 8"
<br />ME rOL1ONMG FAVORS. FOR IRIS ,1•ERATax ro K PDNXW. MOROCCO SIMIC O 000 LINO "Arta•
<br />NWA or m Liss IMM1 MINIMUM aPACeO NOOA/E'0 FDA EACH ANCHOR ATE At NICOM LIMID,
<br />no--
<br />w1161[
<br />.I/4Y
<br />11r.
<br />1 r• ...
<br />_ ,(4Y
<br />1/4Y
<br />1/r•
<br />----
<br />--
<br />C%X-N
<br />TAPgpI
<br />Of UP-W
<br />M.Ifil
<br />sN1e•Al ,n
<br />- WA Allow SPACING! SO
<br />J
<br />i
<br />I
<br />3
<br />R ,/J
<br />f
<br />_
<br />MIgMf IOS
<br />1
<br />a
<br />I
<br />7
<br />aE
<br />)A•
<br />AWA SS Ow mom"
<br />�►A�a
<br />7 O
<br />_-
<br />INSTALLATION
<br />INTO
<br />DETAILS FOR REGULAR PANELS
<br />EXISTING WOOD STRUCTURES
<br />G) & U
<br />7_
<br />III 14-10 RAfID1Ni PLUS
<br />--� 6 1/4' O.C. W/ , T/r•
<br />I`'. ,4-10 PI)OalA7E PLUG
<br />- vv i 1//4' O.C. W/ 1 7/a•
<br />-
<br />14-10 PANE1MMft PLUS
<br />_/ i t/4' O.C. W/ 1 1/8'
<br />'I TnfAON ►OATRAt10M m �'
<br />' 11 711INA(>ED P13MiM710N m
<br />CKAAIr, arAOEA
<br />wow � pew
<br />T MEADID PDN M'XW TO
<br />FAIStMa WOOD NfMEw
<br />a EK1amp "Do HEADER
<br />WgDO
<br />II
<br />1lEOUmFA - I
<br />fAY.lnr
<br />L 1IW►yy
<br />7A• '.
<br />! Dam ALC A
<br />! r OOP C. •
<br />CAM am • '
<br />a 1/4' MG
<br />MOOD a1MER �l' wow MEAaEHEADERa
<br />_..
<br />1h' Me
<br />�
<br />.L•
<br />4 1h' ale,
<br />REOl11RE0— Un' REOAREb
<br />_ IIML
<br />Mln '. 111
<br />11I L08t1 iLN
<br />am s14[r i w
<br />Sa SmUi ON
<br />I
<br />FOR Yh
<br />To aAs
<br />�• YaN. PANEL LOAM"--
<br />ANY-Jm' !a (SEE NOTE 1,
<br />FOR MP. IERVYaION
<br />To xAat ti
<br />.' m... PANEL
<br />LAY-aNll• Si i (SET
<br />- FIN YM. Sb•NMllw
<br />ro anK-
<br />LEMGIM AyY_ PANEL LLNLTI
<br />�
<br />NOTE i) I 1/.Y-awtl' M,4 i (SEE NOTE 1)
<br />/ /AY •
<br />>• "-�. _- ''
<br />YS r/ TRIO • � I
<br />� ,...*. -
<br />Wp/ I/ iH'1M
<br />� 'ln'ra"""wEunP
<br />1
<br />iDNrwar°WGoYBMY1aAr
<br />1E"ivl"M6D1v""RAP 1
<br />!` )
<br />L.
<br />A
<br />L
<br />_�
<br />JJ
<br />OOa
<br />us
<br />'
<br />OF •L•
<br />YAR
<br />IN L
<br />f'b
<br />tI',OvlM
<br />II
<br />l-y, MAX
<br />11
<br />(3
<br />�-
<br />OI•
<br />[l YS
<br />,
<br />i"�' F'
<br />➢tY°~I�WI MY4R
<br />1'
<br />Ile wra
<br />WWW
<br />}
<br />ut Y o<
<br />EQ,y CO.
<br />1 ,1/4Yo
<br />SCRl1eS
<br />rY4' WOOD RATE .- j 14-10 PVNBLw1E PLUS 2`F4 1FOMO 01�TE
<br />AT
<br />I
<br />T•Y•' MIOOD_RAiE 1, 1.. 1
<br />-
<br />fr .O. w
<br />low
<br />PENETRATION Al
<br />REQUIRED 1 REQUIRED
<br />-1,e 1 .• O.C.
<br />REWIRED
<br />\ { ,
<br />UIaF,IDTN OF PLATE
<br />Ii I MID WIDTH OF RATE PD+CFMTION •
<br />, i' I/4'4 LAD sOMws O
<br />�'
<br />.
<br />- .8" O.C. SIA00M all
<br />1'
<br />CMOWUM
<br />i
<br />MAnlMm/
<br />PLATE
<br />_
<br />fII
<br />WALE3/MI ZINECT hmuNT
<br />INSTALLATION DIRECT
<br />MOUNT
<br />SCALE 3/8-1"
<br />SCALE 3/11-1'
<br />NMI
<br />1. INSTALLATIONS FOR ALTERNATIVES 8W. 9W a IOW ONLY VALID FOR
<br />BUILDINGS WITH AS,O DESIGN LOADS UP TO +43.6. -48.0 P.I.I. AND
<br />INULINN/
<br />A�NIE1 T Uri
<br />PANEL'S LENGTH UP TO 12'-4`
<br />L FOR MEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />p.
<br />P •• GEMS S
<br />�� F ••'
<br />PINE No, 2, W/ SPECIFIC DENSITY OF 0.55 OR COW,
<br />a
<br />FLORIDA
<br />BUILDING CODE (High Velocl HIMrrieon/
<br />Zone
<br />LIME FOR LDIIBYMi10N a SECIlOf15:
<br />_ No. 41
<br />s •. *
<br />xiSCO, K 20 GAGE GALVANIZED STEEL STORM PANEL
<br />oA.r M
<br />* : `-•YG—mO
<br />TOP a BOTTOM MOUNTMCS CAN 8E
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />$T TE
<br />'9, _>,
<br />A
<br />/ GLOBAL
<br />'�� IIIt.
<br />PROTECTION PRODUCTS, LAC.
<br />°T 070
<br />LAQ:
<br />INSTALLATION.
<br />O i RIO
<br />..>
<br />AM. ,A�,
<br />Fp �1
<br />r'h• $/ ' F• �
<br />•tea r . sya M.ala R mN
<br />PIY1E- O»4Me1-Ts.n TAR IEM)41e am
<br />20-176
<br />p
<br />I•rrlrll
<br />IVY N,.,W ti , f2MY m-rot
<br />Y 4Mr
<br />oNn" H.
<br />IININ E sAm4 Ma AfIA1JMn
<br />WL101 Ae00p1A,•Pt
<br />awn ,J p a
<br />INSTALLATION
<br />1/4•. Y1G 1LaRL1e • r e.D Ii
<br />DETAILS FOR
<br />INTO
<br />OPTION 9 1 FOR LIFE
<br />EXISTING WOOD STRUCTURES
<br />SAFETY STORM PANEL SYSTEM
<br />I,I,I
<br />1 ,R WP. walEAem r[r,w1aN
<br />TO BaaTNc WooD ,LuoEN
<br />r
<br />i
<br />ip
<br />i
<br />�.. 11�
<br />I 1
<br />I 21
<br />E01
<br />I
<br />a
<br />Q.
<br />RL9l/llE6
<br />( -
<br />NDRwE"
<br />._ -.
<br />{aY"O°'"'°`
<br />ALTERNATIVE
<br />1 ALTERNATIVE
<br />2
<br />,e • it 1 eG
<br />I(
<br />E.
<br />7R
<br />I an
<br />i
<br />)
<br />SEPARATION
<br />ro OL-W&
<br />I )•
<br />Eo _.
<br />E
<br />Eo
<br />EDj
<br />I
<br />Eat -
<br />OA
<br />ro
<br />q
<br />1__
<br />�
<br />W000 PLAT
<br />fT�
<br />I
<br />KovFaD
<br />PLm
<br />•;
<br />1 BJa«M
<br />ALTERNATIVE
<br />3 ALTERNATIVE
<br />rae7AlIATn
<br />I'
<br />,/4•P ° SCAM a s• O.C.Oc W/ I MIT'
<br />A
<br />MIA. NK4= P09 MTV OR
<br />1 f4%&Alr LOW WENT / amm W/
<br />IHY-Mnr• 4/. YS 0 r Ole OR
<br />ALTERNATIVE WOOD
<br />FRAME CONDITIONS
<br />ANCHOR LOCATIONS
<br />I/4Y-2o PAlrl an ruwr a OP
<br />PNdual E Plus • r Da: r 1 1/7• YM.
<br />Ilk
<br />apg „ AID• ,•
<br />WMeIDm PDC MTM TO ROOD
<br />PATE
<br />am SMMI TRICKS Alm 9,NW, no CLAP"
<br />WALL MOUNTING INSTALLATION
<br />ALTERNATIVE 1W
<br />was, VIA - 1•
<br />I WALA03 ARE ONLT VALO FOR NALOa1LS ROM A.S.O. DOAON LOADS w TO
<br />.35.6. -72.0 M AND PMQ's LINOM LIP To s'.-r,
<br />L FN1011 aNE'LP 'WOOD FRAME CONSTRICTION,
<br />OWO O MEOAMMLPI TO K 3WTMUAM
<br />N
<br />W
<br />.0
<br />N
<br />N
<br />O�
<br />N
<br />N
<br />N
<br />a
<br />C
<br />o
<br />'0
<br />O
<br />C
<br />.�
<br />Iu
<br />V
<br />-0
<br />C-
<br />N
<br />O
<br />O
<br />0
<br />O
<br />O
<br />U-
<br />O
<br />cu
<br />•�
<br />-0
<br />E`y
<br />Q
<br />L
<br />cu
<br />Q
<br />CD
<br />00
<br />w
<br />Occ
<br />r-
<br />C.. fd H
<br />a-
<br />c L -
<br />N -Q
<br />N
<br />4w+
<br />w t
<br />y, E
<br />w
<br />L 7
<br />ca
<br />i
<br />r/ /
<br />W
<br />ca
<br />O
<br />Q
<br />U
<br />O
<br />Q_
<br />■
<br />cn
<br />cu
<br />LU
<br />=
<br />Q
<br />Z
<br />Z
<br />Q
<br />J
<br />a
<br />SHEET NO.
<br />S H 1.1
<br />
|