|
TOTE APAY+OR
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<br />>A UO"
<br />'100-4. an
<br />1'
<br />*/tr! T 144.
<br />W.w/U1f4-
<br />FILM .,ice • °B
<br />SCA1Ee 14 re f"
<br />DETAIL 1
<br />Wkl. M15•^r Mm. TAM&
<br />PSr"_ NP(1RNM B NWDA,
<br />*O*a-TS AUOr 2
<br />4OAE ON I" Ail)
<br />OMW
<br />. S+NS M r' -
<br />/W'Lm Fog
<br />_TL* Pd
<br />RIND A1!&AtW1i,.&
<br />uLILLIGN ScaEnIIL+
<br />M_ 1AAtm
<br />sPAN (FL) •
<br />RODUIRED tan.
<br />Tum MULL" -`
<br />B`-tD`
<br />Y x 5'
<br />x 4'
<br />> 6"-THY ttU'W'-0"
<br />2" x 9` x I/8'
<br />• RIP TO 46U6R0E'NpSi:O� ,4.t. RATRIG
<br />�j�ION t " A'�EL'TO 6sroRA1M P�AG$L'S
<br />NOTE. MULUCI'GAN q.60 a WSTAILE6 W/o STORM PANELS ON iOP-
<br />OR BOTTOM SO THAT R 19 EDCATED AT TOP OR WI OM OF 111 .
<br />(ONE PANEL OPENN6 W/ TUBE Up k TNITT0IC
<br />i tRRlw,mt.
<br />INSTAL r bl - ALTERI+4AM IW
<br />.\ • A i .: _.. • % � ....;. i - A ► _ __ �� ".. MST`
<br />WLLL if011NTM
<br />BrST 111T10N - ALTEIUL4TIVE 2W
<br />SCARF: 1/0 +< 1'
<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO +55.5, -724 IPi.S.1. AND PANEL'S LENGTH UP TO a'-8".
<br />2. FOR NEWWOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
<br />PINE No. 2, W/ SPECIFIC :DENSITY OF 0.55 OR EQUAL.
<br />TOP 8 BOTTOM MOUNTINGS CAN BE
<br />COMBINED 1N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />CONCRETE ANOIO S
<br />SW 14)
<br />OONCRM AtR1W113'\\
<br />SKEET I� 1
<br />POURED CONCRETE --
<br />�..`"
<br />I
<br />i
<br />9
<br />1
<br />I
<br />DaM
<br />Pt 5 j
<br />tFOR
<br />-
<br />r fjSMEDULE
<br />I
<br />EpR S OpN
<br />TO
<br />FOR Ww BEPMPAIKW
<br />I
<br />I
<br />GLAT6
<br />P
<br />TO fAAlb
<br />*.:�/�•
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<br />s�iw ii 1J2 ac
<br />-snn o iz°7re a.G.
<br />(W
<br />SEET00 114f
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<br />(CASE
<br />TO UJSW 2i 1 O.t tkT �4
<br />.
<br />L
<br />t
<br />I
<br />1
<br />°OR CONCRM w
<br />I
<br />I
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<br />I
<br />I
<br />I
<br />r
<br />I
<br />I
<br />I
<br />I
<br />i
<br />SKEET M)
<br />POURED CONC EIE-•••/ I
<br />WR C9NL•tROT)
<br />Cud. REQUIRED
<br />CONCRETE A/0.'t{dE ,-•t`�;
<br />TEE
<br />iom 14)
<br />W�;,_�(WNTING IMA L 11t1N WALL AND FLDbfi MOUNTiN{F
<br />INUALLATIQN
<br />'SECTIQN i SCALE: 3/6' = I^ SEMON 2
<br />SCALE: 3/a - 1'
<br />AAOTF5 go 6'F camp- STORM PANELF I AL4TN51M
<br />1. LIFE SFFEIY STOW PANEL CAN PS LOCATED AS AN ENO PANEL (FIRST OR LAST PANEL)
<br />INTERIOR OR(AW LOCATION BVINEEN OOREOP�ELNi'PIUtELS
<br />�
<br />LLIIFE SAFETY PANELS MAY MAY i INSTALLED T
<br />(W/ OR W/o REGULAR TRAO(S.)
<br />2. LIFE SOFTIE PANEL COMSLSTS OF GLOW GALVANIZED STEEL STORM PANEL
<br />AS
<br />PER COMPONEt1iN , SHEET 2 OF ORMIAAIi,
<br />THIS PANEL ITSELF TO BE R09AIED OR RSTALLEO MOM THE MIME OF
<br />STRUCTURE.
<br />3. UFE SAFETY P tiEOUfIRES TOP TRACT TOCSNR°ONENT fgi& BOTTOM YPACI
<br />ff
<br />TOAAVRAM NMII
<br />aE COMPD �AS PER SHEET 2' Of THIS ORMANG.
<br />COMPONENT BE INSTALLED WALL. OR FLOOR MOUNTED FOLLOIWNO SECTIONS
<br />yd R..-T•+
<br />T & "'t .' N1
<br />2 ON INKS AS WELL AS DEWS I & 2 ON SHEET 14.
<br />�
<br />�, �
<br />4. Min. LENGTR FOR OOMPCNENT �qy 6 15".Nis.
<br />MOO. ANCTKrR SP1M.`IFKf FOR COTlP0A1F]RT �ARCPIORAGE AT BOTTOM S LINEN ON
<br />.
<br />SCHEDULES & 2, SHEET 14.
<br />_.
<br />COMPONENT MAY BE PERMANW OR REMOVABLE
<br />5. SEE OETALS FOR INSTALLATION INTO WOOD FRAME SUIIAUNCS ON SHEET IS.
<br />pjE
<br />B. SEE SHEET 4 FOR DEWL APPLICABLE TO THE NECESSITY FOR THE MIMIATION OF Ai �SRA'
<br />UHi
<br />SPACERS: AT TRACKS INSTALLED AWACW AND BEACON' TO STUCGDJWoO SANIM
<br />NMFF
<br />MN
<br />AN � 3c*HOREE
<br />MEN
<br />1111111
<br />HS�i{t(1�-�iTa'.i�i�n`II .I• %�7��T�' �."T.�.Ei „�
<br />1A=1
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<br />Wmi
<br />�BtsiE�ulNii =s
<br />•rrErBeT.>NBE�rf�7r�Iw����bata�sllirw�>,n7rParL� rrrlwrRrru��lrt
<br />�/4* 2/4, *41 3/4 IN 4/4 1*,, 2Y& W/15 �.i, � fc IW/15
<br />'
<br />r lacanON I
<br />MAU
<br />.--f ON LbE SFFETI' PANEL I»
<br />AREA W/NQ UPE SAFETY PANELS
<br />y
<br />f LOCATRW OF LIFE (SEE NOTE WELL"
<br />14, IEOULAR FSViEI.S W/ OR^--•-----•-••--.
<br />WJO REOLRAR TRACKS
<br />5AtTY PANEL --*f
<br />(SEE iNOTEI
<br />P#LOW) 'F LAST TNtL LT9 TO BE INSTALLED AS
<br />In SAFM SRNAf PA NI.00@ANO 1WL
<br />T
<br />A7]uYs BE PflDNO! W TEAR 1BNOLE
<br />TO BE IITATE NST F INTENDED
<br />OR AEIIWL4 FROM INSIDE
<br />ELEVATION
<br />OF SSTTRUCTI�RE
<br />3/32'-1-
<br />E�*SCCE.ALE
<br />AL
<br />1
<br />B T� iNiR76OR FAI'kf.S. a [ LTEINUDE 1OG/10Ni
<br />BEE HOPE i) OlT END vANE1.5.
<br />SE mm 1)
<br />SECTION B-8
<br />SCALE 3/32 =1'
<br />M,MMHMUM+t
<br />A.S.D. _ WWN
<br />MMAXIMMUM/
<br />PRESSURE RM0 (a.s.f.) AND C
<br />PANEL LENGTH %! SCHEDULE
<br />RESPONDING
<br />(WID ONLY FOR
<br />& R/$DWLAT#JNS AS PER SECTIONS 1 THRU 10, ON SHEETS 4, 5 & 8)
<br />• VOTED W/ 1/4*40o 1- SS MA k WAMR AT OIR W k WOUDIM OF RM M
<br />INTO EXISTING WHCRETE A 00KRE IE EiLO(� S RUCTUR a
<br />(VALID ONLY FOR K%aSQ& ® INSTALLATIONS AS PER SECTIONS 1 TFRBU 7. ON SHEETS 4 & 5)
<br />APPLICABLE TO
<br />N711NN
<br />s<Et� A
<br />° R v' � • •'
<br />rs �� `�
<br />FLORIDA BUILDING CODE (High Vktac mu
<br />cam Zona
<br />No. 416 1*_
<br />mwoTclsm eu 20 GAGE SALVANIZED STEEL STORM PANEL*
<br />FP
<br />*T
<br />cam BY,
<br />i Sj t#
<br />'+ -
<br />GLOBAL PROTECTtsf#i PRODUCTS, LLC.
<br />�!
<br />°'rnJ100°
<br />SL SAL` . F� 1@4` •
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<br />L E 4T*O &W. +I StRw
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<br />IkAA rD I-
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<br />venr I am o,-wb.
<br />A4, isrwt ariwM. a ANM PHOND (e qw T 0. FNC11*•Q,0*-um
<br />H, DN4 Yn-1r.,
<br />2Q-178
<br />AAFI !N
<br />*tl4 ,w wswr WmL
<br />wAWRN.pTn
<br />,E f>I`AUSHGNMMgE/fMTE
<br />FW.IRNA6TT3c..:P:E
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<br />{*. - ;. _ -: * -
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<br />»`-y' TO 6'-B` Mw.
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<br />1 iFN! 4 k 7
<br />sr-r m n•-2' 1NmR
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<br />B
<br />t2'-{- OR 1.F55
<br />3 1J2*
<br />* •�•� _
<br />A. G k ID
<br />MAtOWAI AS.D.
<br />oFSbN/
<br />RA1J
<br />LUM1dPIAN ANRDRS 4NLWD PoK i.Q = 3.1/2" •'
<br />k
<br />ANY T1FPN
<br />Mitt+A7M PAtk3.
<br />LEYNOIIN 1' (B-)
<br />TAPCON
<br />CF TAP -MP
<br />MtKNY
<br />WNEiMUE i6AwE O
<br />PNR]YVE PWB
<br />TO t1E.
<br />t+
<br />10 CApO1ETE
<br />C
<br />MCONt]IETE
<br />OtlMa1ETi
<br />W Cd)tKAA7E
<br />C
<br />ro r�lYc>&LE
<br />C
<br />8"
<br />HfA
<br />N/A'
<br />NJA
<br />B"
<br />fRJA
<br />•"
<br />'�+'
<br />�
<br />1 RO')
<br />8`
<br />6"
<br />N/A
<br />HfA
<br />r
<br />S'
<br />(PIOTTOO
<br />r
<br />N/A
<br />N/A
<br />TVA
<br />B`
<br />N/A
<br />8"
<br />N/A
<br />ii
<br />N/A
<br />2 ('lOp3
<br />Y
<br />NfA
<br />N/A
<br />,4AI
<br />6`
<br />N/A
<br />y'
<br />N/A
<br />$'
<br />N/A
<br />g (gpp�
<br />+50+5. -72p
<br />r
<br />t(fA
<br />N/A
<br />WA
<br />!'
<br />N/A
<br />•'
<br />N/A
<br />3 k { (14P)
<br />T-5' OR LESS
<br />OR LESS
<br />r
<br />B'
<br />N/A
<br />NfA
<br />s•.
<br />O'
<br />_...
<br />r
<br />y 9
<br />G•
<br />!1/A
<br />NJA
<br />N/A
<br />6-
<br />NfA
<br />4'
<br />N/A
<br />B'
<br />N/A
<br />7 (TfK1i
<br />M
<br />S-
<br />N7/A
<br />N/A
<br />6'
<br />6"
<br />•`
<br />R'
<br />B"
<br />4'
<br />4 k 7 (eOUTCO
<br />NJA-
<br />WA
<br />t3 tJ2"
<br />S t/{-
<br />12. IJ2'
<br />B !ft
<br />D1/4"
<br />* i/{"
<br />6 iJ4"
<br />b 1J4"
<br />9 RDP1TArTTOO
<br />SEE 91BIi$ IO ! tt FOR ApiMB TYPE k �M'!. 1O FOR WBwdtATgNS NtAO WOOD FM7[ aMC.OIq.
<br />1♦bAiN.WI ANCHOR SPA4W0S AND MINIMUM � DISTANWL ARE RAC,OED-TIN US &COOTIE F9R EA TLC
<br />TNVN tMCATEO ON 9p•OOE fED� IWtl1Ot STOOD M MULORYNC SPKWFG'StIP1M ON SpROlIE iW
<br />t1RE 1pLOMFD FACTORS. FOR TiRS- OPRRRDN ro 8E FR1861RLE. REOA2D SMCRLG OBWND USFD f:V^.TOR
<br />3NAU: NOT tE l$W. TRW 11MMWN SYYA.4i0` Nd(.A110 FOR FROi MOM TYPE TN,f AT ANN. DRS lF3Rd19.
<br />1/4Y
<br />14i,
<br />4f4•I,
<br />1J4� I+R1
<br />MP93M
<br />O"TIP,•RNW
<br />NPLF-IN !da-RET
<br />A. ANAwR SMWM* R)A}
<br />♦tmulylwsm
<br />1L*.,N1A7 WeeNR EieW: �.1
<br />31/R
<br />4 Si/Y
<br />AtlM1N, iY •Ot •••IL'•)
<br />RIGOR
<br />,�
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<br />fm
<br />- tAq -
<br />.0
<br />-
<br />] +
<br />,m
<br />1.W
<br />9A3
<br />NOTES
<br />1, INSTALLATIONS ARE ONLY VAUD FOR BUILDINGS WITH A.S.D. DESIGN LOADS
<br />UP TO +554,. -72.0 PSF AND PANEL'S LENGTH UP TO W-B",
<br />2. FOR NEW WOOD. FRAME CONSTRUCTION: WOOD MEMBERS TD BE SOUTHERN
<br />PINE NO. 2, W/ SPECIFIC DENSITY OF 0.5E OR EQUAL.
<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />IS)
<br />• : -•t.+ , :.t !•i a-: . ]7.. ._. + - m. [a •i
<br />GR .++T r, Ly ;wtil•I
<br />AT3°
<br />MA] ASS
<br />P
<br />RATING
<br />TAPCON
<br />Cr RAP -MN+
<br />4'ALK-W
<br />P emm FT w ID
<br />PiM81 m Flog.
<br />to
<br />SECTIONS# o
<br />tDfw
<br />0, W',TpN
<br />Nem
<br />WxW W :FINER.
<br />LENDD4 Y (PL)
<br />70
<br />TO
<br />N/tltaeN tE
<br />CoNAM8
<br />N
<br />t-
<br />TO
<br />T �
<br />6'
<br />N/A
<br />N/A
<br />NJA
<br />r
<br />N/A
<br />8-
<br />N/A
<br />6-
<br />MIA
<br />I & 2 (TOR)
<br />55.0, -720
<br />9'
<br />7"
<br />9-
<br />9'
<br />B"
<br />9'
<br />8'
<br />9'
<br />9'
<br />9-
<br />1 (BOTTOM)
<br />S'-0' T}R LESS
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />6'
<br />N/A
<br />W
<br />N/A
<br />1 & 2 (TOP)
<br />+5&C -72.0
<br />0'
<br />5`
<br />g'
<br />G.
<br />9".
<br />7 t/2'
<br />9'
<br />9'
<br />9`
<br />9'
<br />1 (FIQTTOM)
<br />5'-0`
<br />S5.0 -13A
<br />a`
<br />N/A
<br />NJA
<br />N/A
<br />6'
<br />N/A
<br />8`
<br />N/A
<br />6'
<br />N/A
<br />I & 2 (TOP)
<br />7'-5- TO
<br />6"
<br />5"
<br />d'
<br />B"
<br />61
<br />1 (aOTTOM)
<br />'
<br />MA> Aon"S.O.
<br />PRE
<br />i (STUD a 3/r MR FROM IV IN
<br />as F (SOD B r MR now v? CF m"m
<br />AP
<br />FO THEM
<br />MAwMUM
<br />LFNGTN "L' (tt.
<br />sA TO
<br />amm 1
<br />+49.2 -51.5
<br />3• ! -
<br />4 1/2` 4 1 2"
<br />2 (BOTTOM)
<br />7'--e' OR LESS
<br />+52.8 -66.0
<br />3' 3'
<br />4* 4'
<br />'2 (BOTTOM)
<br />7"-6- 09 LESS
<br />+55.0 -72.0
<br />2 1/2" I . 2 1/2'
<br />4' a 1J2"
<br />2 (80TT0AO
<br />7°-6` OR UESS
<br />+55.0 72:6
<br />2 1/2- j 2 I/2`..
<br />N/A N/A-5"
<br />TO 8'-t3-
<br />+55.0 -72.0
<br />N/A N/A
<br />3" 3"
<br />2 (BOTTOM)
<br />_7`-b" TO B-8'
<br />�J
<br />1�'HR._ Il!t
<br />LL
<br />III
<br />a
<br />* 1IIL'+•��:I�Tlr7��ltw
<br />.,
<br />LR4.Rti
<br />ALTERNATE
<br />LOCATION
<br />AT ENO PAN&
<br />1/4 i II! g� I 1 1 I -INTERIOR PANEL � END PANEL
<br />SCHEDLAE SQ4WULE
<br />t-3 Mil FDA J2 FOR
<br />ANCHOR Mo. ANCHOR
<br />SPACING SPACING
<br />DETAIL 2 F tM� OR M10I NTML�I"t. NSA I TAN CAPF'1 E0 .ME E
<br />SQALE 311C ,. 1'
<br />MMAXiMUM1 Lis-D" DM stcN PRESSURE RATING (g s fj ANQ C- ORRESPDNDMNC
<br />MAXIMUM PANEL LENGTH %7 SCHEDULE
<br />AIIPPLIC/BLE SECTRXTS 1 k T WDIC3ID FOR i`� -
<br />SYSTEN ON. SNEA,,,, 13T
<br />M+W1WM ASA DLAWN
<br />Wp. AWFt7rt;LDAIM
<br />IOWA
<br />.
<br />xLm*ra1
<br />s
<br />o+
<br />SEE 34W 15 FOR A304M TW+E k 1.7ACW FOR KID WOOD FRALE BU DOW
<br />W"W ANCHOR SPACINGS AND BOOM EDGE DISTANCE ATE WNCAIED ON TIN SOEORE FOR
<br />E.D. LESS TITAN 94WAM ON SWEAU RIDM ANCHOR SPitWaO BY W UrLIAE SPACWA
<br />SHOWN ON SOCIDME $Y TEE FOLORND FACTORS, FOR TW OPI!W M TO BE POSE,
<br />(MOCKED SWWO fAMEED USER FACTOR SLRLL NOT W LESS TWA /A e" WiAR.O
<br />VWXED FOR 04" AMIOR TITK AT ANOMM LI ENO,
<br />lINGMR m
<br />1/4'*
<br />1J4:.
<br />T 4S
<br />Ile.
<br />1f# e
<br />WFDkt
<br />1A TAT'+
<br />CNN(-N
<br />Mb AIWOR www 1M•
<br />3
<br />3
<br />]
<br />3
<br />2 1/2 ..
<br />SD•ltrw,(1
<br />3
<br />3
<br />3
<br />]
<br />RAtiA!•1 'BWri 9+a,
<br />]
<br />3
<br />3 if2
<br />3 1/'2
<br />4
<br />ACWBL iE1 M•>aL 0�16•i
<br />EF61011
<br />lfi
<br />.76
<br />.m
<br />2 !I
<br />y:
<br />MAXIIAM Ad�M.9 SPACM1b FOR E.D... 3 tJ2'
<br />A»4A O@SLON
<br />TAPCON
<br />OF TAP -GRIP
<br />CALL-W
<br />PAMOMAIE FEMALE ID
<br />PANDMATE PLUS
<br />SOUR SET
<br />APPLICABLE
<br />SEQDWM' I &
<br />MAIO" PANEL
<br />PRES3OE
<br />Rmu70
<br />ow.)
<br />10 CONCRETE
<br />t`ON@IETE
<br />BLOCK
<br />TO CONCAVE
<br />TO
<br />C'ONCFBTE
<br />BLOCK
<br />ro CONCEM
<br />-
<br />TD
<br />NOTE
<br />BLOC(
<br />TO CONCRETE
<br />TD
<br />CONCRETE
<br />BLOCK
<br />TO CONCRETE
<br />TO
<br />CONCAM
<br />ROOK
<br />TO Y EM
<br />TO
<br />CONCRETE
<br />GLOC(
<br />ANY COBINAOON
<br />OF DEEU
<br />LENGTN v W)
<br />a`
<br />N/A
<br />NJA
<br />N/A
<br />b"
<br />N/A
<br />6'
<br />N/A
<br />8"
<br />N/A
<br />NIX
<br />N/A
<br />1 (TOP)
<br />5'
<br />4'
<br />N/A
<br />N/A
<br />8'
<br />6'
<br />B'
<br />b-
<br />a`
<br />B'...
<br />N/A
<br />N/A
<br />I (BOTTOM)
<br />6^
<br />N/A
<br />MIA,
<br />N/A
<br />6'
<br />it/A
<br />6"
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />2 (TOP)
<br />6`
<br />N/A
<br />N/A
<br />N/A
<br />6-
<br />N/A:
<br />S'
<br />R/A
<br />S'
<br />N/A.
<br />N/A
<br />N/A
<br />2 (BDT(OM)
<br />56:6, -72.0
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6-
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />3 & 4 (TOP)
<br />>7'-5" TD V-;W
<br />OR LESS
<br />b"
<br />4"
<br />N/A
<br />N/A...
<br />6'
<br />8-
<br />6"
<br />6"
<br />6'
<br />6'
<br />N/A
<br />N/A
<br />3 (BOTTOM)
<br />6.
<br />N/A
<br />MIA
<br />N/A
<br />6`
<br />N/A
<br />6`
<br />NIA
<br />6"
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6-
<br />4"
<br />N/A
<br />N/A
<br />a"
<br />8-
<br />8"
<br />6'
<br />B'
<br />6`
<br />N/A
<br />N/A
<br />4 & 7 (BOTTOM)
<br />N/A
<br />N/A
<br />12 1/2'
<br />b 1J4`
<br />t2 1/2'
<br />b i/4"
<br />8 Y/4`
<br />6 1/4'
<br />8 1/4"
<br />6 iJ4'
<br />N/A
<br />N/A
<br />5 (TOPf84TfOM)
<br />MO. -53.5
<br />WA
<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 />B 1/4-
<br />6 Ile
<br />N/A
<br />NIA
<br />d (TOPAOTTOM):
<br />a' -a" TU 1t'-2'
<br />55.0, -12.0
<br />N/A
<br />N/A
<br />a 11'r
<br />N/A
<br />6 1/4"
<br />N/A
<br />6 1/4-
<br />6 1/4*
<br />a 1/4"
<br />a 1/4"
<br />N/"A
<br />N/A
<br />6 /SMOVM)
<br />8'-a- TO 1V-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 />6. 1/4'
<br />6 1/4'
<br />8, 9, 10 (TOP)
<br />0
<br />6'
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />6`
<br />6"
<br />6 1/4-
<br />6 1/4`
<br />a (BOTTOM)
<br />L-4
<br />OR
<br />6'
<br />4"
<br />N/A
<br />NJA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />d'
<br />6'
<br />B 1/4'
<br />B 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 />6 1/1.
<br />6 1/4-
<br />6 1/4'
<br />6 1/4'
<br />1O (BOTTOM)
<br />SEE SLEETS 14 11 AND 12 FOR ANCHORS TYPE k SPACING FOR INSTAL A}IOM INTO WOOD FRMff 6WDRK7
<br />MIMMI N MOM SPACINGS AND VMWWM SM DISTANCE ARE YNOGIID ON 'ORS SC149ULF. FO7 E0. LESS
<br />DMN RABO D ON SCI*VAE R� ANCHOR SPACING BY MULMLYRq SPACINC-SNp,Rf OY SC!&OUIE 6Y
<br />THE FOLLOWWD FM.TORS. RUN TM&. OMWION It BE PD3�IE. REB M WO MO OffW0 USRNi FACTOR
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<br />Mm. PALAL lENG1H
<br />(SEE NOTE 4)
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<br />SCALE d/5-1-
<br />I, INSTALLATIONS FOR AC.TERNATNES &W. 9W & IOW ONLY VAUD FOR
<br />1 NU1u ,
<br />BUILDINGS WDT4 AS:O. DESIGN LOADS UP TO 4.4S.b, -48.0 P.IJ, AND
<br />`*
<br />PANEL'S LENCTN UP TO 12"-4*
<br />AA •t
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO at SOUTHERN
<br />PINE 2. W/ SPECIFIC DENSITY OF 0,55 OR EQUAL
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<br />TOP & BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />_ * : _
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<br />SHEET
<br />SHEET NO.
<br />SH 1.1
<br />
|