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<br />OW 4
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<br />NOTE. Uli w4T#A%W/,O 97 PANELS ON TOP
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<br />INSTALLATION DETAILS FOR REGULAR PANELS(T) A (1-A
<br />INTO EXISTING WOOD STRUCTURES
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<br />1. INSTALLATIONS ARE ONLY VALID FOR BUILDINGS Ill A,S.D. DESIGN LOADS
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<br />C
<br />2. FOR NEW WOOD FRAME ONSTRUl WOOD MEMBERS TO HE SOUTHERN
<br />PINE NO, 2. W/ SPECOC DENSITY OF 0.55 OR EOul
<br />TOP & BOTTOM MOUNTINGS CA6N BE
<br />COMBINED IN ANY VAAY TO SUIT ANY
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<br />SECTM I SCALE; 3/5' - I' SEMXRC 2 SCALE! 3/0"
<br />SAFTTY
<br />I LIFE SAFETY STORM PANEL BE LOCAno AS AN END PANEL (FIRST OR I" PANEL)
<br />Oft AS AN INTERIOR PANEL. (ANTY PANEL LOCATION *I BETWEEN END PANELS)
<br />LIFE PANELS MAY OR MAY NOT K INSTALLED ANACENT TO REGU*-*R PANELS
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<br />2. LOT PANEL CDNSIM Of 0039" GALVANIZED STEEL STORM PANEL AS
<br />L2
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<br />TSELF BE REMOVED OR INSTALLED FROM THE INSIDE OF
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<br />K SM&= WALL OR FLOOR MOUNTED FOLLOWING SECTIONS I A
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<br />5 4)ANCHOWA AT BOTTOM IS GIVEN ON
<br />011
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<br />SCHEDULM J& 2. SHEET 14. IS
<br />COMPONENT MAY IN PERMANENT 00 REWOORLE.
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<br />IT SEE SHEET 4 FOR MR& APPILICABLE TO THE WCrSS" FOR THE INSTALLATION OF
<br />�OR14
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<br />AS,D. DESIGN PRESSURE PAYING)
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<br />LIM— IV_
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<br />-MR CONCRETE MCMft $IS ICHIEDIALF OR OW 14._
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<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.a.f.) AND CORRES NO MAXIMUM ANCHOR
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<br />01INTING RMAUA710111
<br />ALTERNATWE
<br />aw
<br />f, INSTALLATIONS ARE ONLY VAUD FOR BULDVIGS WITH A.S.D DES" LOADS
<br />555, PANEL'S LENGTH UP TO W
<br />UP TO + -7ZO PSF AND -8*
<br />2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MVI 10 BE SOUTHERN
<br />PINE NO. 2. w/ spl DENSITY OF 0.55 OR EOUAL
<br />TOP III BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />INSTALLATION
<br />STUDS 0 EIVERY
<br />(12 1/2- 0 C,)
<br />TO 04" PANEL
<br />INSTALLATION DETAILS FOR REGULAR PANELsa
<br />INTO EXISTING WOOD STRUCTURES
<br />& dA
<br />7
<br />to A.
<br />FL�-'
<br />I
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<br />311 1 1 %
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<br />SEE SEE \-*"Rgw PANEL %--END pan
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<br />MR a. Lswil S.
<br />ANCHOR ANCHOR
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<br />ON DIRECT NWW4 SpAcima
<br />WOUNT
<br />STALL"ON (APPLICABLE TO SCHEDULE 1)
<br />SCALL 31111' - I'
<br />J'_r el
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND
<br />CORRESPONDING MAXIMUM ANCHOR SPAGINg SCHEDULE AT&FOR
<br />INSTAUXIONS INTO CONCREEL A CONCRETE BLOCK STRUCTURES
<br />wail a I
<br />ALI
<br />STUDS 0
<br />(12 Ilr 0, C,
<br />Sir M- (CASE I)
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<br />WA" ALS
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<br />or mm
<br />Low. V (N.)
<br />6,
<br />1 N/A
<br />H/A
<br />N/A
<br />1.
<br />NIA
<br />S'
<br />N/A
<br />S,
<br />%/A
<br />I & 2 (TOP)
<br />+55.0. -72.0
<br />- '.
<br />7'
<br />1.
<br />9.
<br />9'
<br />S'
<br />r
<br />9-
<br />r
<br />r
<br />I (BOTTOM)
<br />!"a OR LESS
<br />456,0 -72.0
<br />N/A
<br />RJA
<br />N/A
<br />1.
<br />N/A
<br />S'
<br />R/A
<br />IT.
<br />N/A
<br />I a 2 CIOP)
<br />r-r
<br />5'
<br />1/2'
<br />9*
<br />1.
<br />1 (BOTTOM)
<br />4550 -72.0
<br />N/A
<br />"/A
<br />R/A
<br />1.
<br />N/A
<br />NIA
<br />N /A
<br />I At 2
<br />r to 881
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<br />&ILD
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<br />DI,
<br />OF THEM Io
<br />MAXIMUM !AN1
<br />LENGTH "L (A
<br />to
<br />Call commm
<br />10
<br />442�2 -81.5
<br />3' _31
<br />4 1/2' 4 1/2-
<br />2 (BOTTOM)
<br />r-c OR LESS
<br />-52 a -44.0
<br />3' 3.
<br />e 4
<br />2 (BOTTOM)
<br />r_ S' OR LOS
<br />�72da
<br />2 1/2 2 1/2
<br />-
<br />4 3 1/2
<br />2 (BOTTOM)
<br />7-4 OR LESS
<br />+55.0 -72.0
<br />2 1/2' 21 /2*
<br />N/A N/A
<br />2 (SID"011
<br />>1 -6 To a -0
<br />1+36.0
<br />NJA
<br />2 iWITOM;
<br />1/4. INTERIOR PANEL -END PANEL
<br />GO
<br />Mx MR J" -
<br />3 j2zw-
<br />ANCHOR
<br />DETAIL 2 FLOOR MOUNTING INSTALLATION (APPLICABLE TO SCHEDULE 21
<br />SCALK, 3/14" - I'
<br />-3 M
<br />MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDIN
<br />NWIMUM PANEL LOGTH NO SCHEDU
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<br />-1 _711
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<br />IVAUD ONLY FOR
<br />INSTALLATIONS AS PER SMONS I TWW 10. ON SHMES 4. 5 & 6)
<br />VANN"
<br />WXMM MOCK SPACING FOR ILIX - 3 1/r
<br />A.S.OL DES"
<br />TAPCON
<br />CP TAP�OM
<br />CALK-01
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<br />PANKAWE PM_
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<br />PAWL
<br />PRESSURE
<br />RATING
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<br />CONCRETE
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<br />To
<br />Cwo"
<br />*A*-
<br />AW comovivk
<br />or Tw"w
<br />v (It)
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />6*
<br />N/A
<br />41'
<br />N/A
<br />N/A
<br />All
<br />I (lop)
<br />4
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />(W"W)
<br />NIA
<br />O/A
<br />N/A
<br />N/A
<br />N/A
<br />It.
<br />N/A
<br />N/A
<br />Ill
<br />2 (TOP)
<br />N/A
<br />N/A
<br />N/A
<br />S.
<br />N/A
<br />1.
<br />N/A
<br />N
<br />N/A
<br />2 (BOTTOM)
<br />1 -77
<br />55.5. -0
<br />1.
<br />NJA
<br />N/A
<br />N/A
<br />.-N-/A---.-
<br />S.
<br />N/A
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />3 Is 4 (TOP)
<br />>7'-3* TO 5'-5*
<br />OR LESS
<br />6
<br />N/A
<br />N/A
<br />or
<br />NIA
<br />N/A
<br />3 (WITOM)
<br />N/A
<br />N/A
<br />NIA
<br />S,
<br />N
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />4'
<br />N/A
<br />NIA
<br />6
<br />S'
<br />N/A
<br />R/A
<br />4 & I (BOTTOM)
<br />N/A
<br />All
<br />12 1/2
<br />6 Ile
<br />t2 1/2
<br />6 1/4
<br />6 Ile
<br />8 Ile
<br />6 Ile
<br />6 Ile
<br />I N/A
<br />N/A
<br />5 (TOP/w"OM
<br />+50.0. -53.3
<br />N/A
<br />N/A
<br />12 1/2-
<br />6 Ile
<br />12 '/2'
<br />a 1/4,
<br />6 Ile
<br />6 Ile
<br />5 I/e
<br />6 Ile
<br />N/A
<br />N/A
<br />6 (TOP/DOTTOM
<br />TO 11'-2*
<br />-72.0
<br />N/A
<br />N/A
<br />-
<br />6 1/4
<br />N/A
<br />b 1/4'
<br />N/A
<br />5 Ile
<br />6 1/4,
<br />6 1/4,
<br />1 6 Ile
<br />All
<br />Ill
<br />6 (TOP/910170111)
<br />8'-r To 111'-2'
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />H/A
<br />IS 1/4
<br />6 1/4
<br />6 1/4
<br />a 1/4
<br />9. 10 (TOP)
<br />+43AL -48 0
<br />4.
<br />N . /A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />1.
<br />a Ile
<br />6 1/4'
<br />a (BOTTOM)
<br />(DOTT
<br />e 04 LESS
<br />On LESS
<br />e
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />S'
<br />6'
<br />6 1/4-
<br />6 Ile
<br />9 (9
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />Pill
<br />N/A
<br />NIA
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />0 1/4"
<br />10 (BOTTOM)
<br />VU SCM 10. 11 AND I TOM MOOM TYPE NW.MV MR MML4MM MO 00 FWAt SLOAM
<br />M"kiLM ANCHOR 04ftM AND MEMO t= DISTANCE Of INDICATED ON Tt4 SIDMILE. FOR ED. LOS
<br />THAN OOMTO ON SCHEDULE ODDUCE ANCHOR VAC*4 Ill ALILMYRIC SPACOC &"OWN ON SOULAX V
<br />THE rOUDWA4 FXMW FOR THIS OMT*N TO K MBMU. REDUCED SPAC14 OELW*D AILING 'ACTOR
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<br />ADD= 111"
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<br />1. INSTALLATIONS FOR ALTERWNES WN, 9W IOW ONLY VALID FDA
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<br /><
<br />SHEET NO.
<br />SH 1 IS 1
<br />
|