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<br />I. INSTAl1AT10NS ARE ONLY VAUD FOR BUILDINGS WITH A.S.O. DESIGN LOADS
<br />UP TO 455.5. -72.0 p.•d. AND PANEL'S LENGTH UP TO 8'-$'.
<br />2. FOR NEW WOOD FRAME CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN
<br />PINE NO, 2. W/ SPECIFIC DUMW OF 0.58 OR EQUAL.
<br />NOM FOR COMMADONL,OF SWTIQWk
<br />TOP * BOTTOM MOUNTINGS CAN BE
<br />COMBINED N ANY WAY TO SUIT ANY
<br />INSTALLATION.
<br />ctxNllo at sLow MOUNT) WALL AI FLOOR IIOIIN TM
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<br />"a }° SHEET 14) - ' ELEVATION
<br />wALAJJQ OM MOUNTING RWALLMM SALE 313Y+1-
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<br />f. LIFE cAPlm STOIC PANEL CON.6TS OF D.OW 1"VAMZED Srm MINI PMIEL AS SECTION
<br />PER WINPOIKHI fNEET 2 OF ORAWa(0� SCALE 3/32•+1•
<br />THIS PANEL ITSELF TO K REMOVED ON INSTALLED FROM THE 011WE OF
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<br />INSTALLED FLOOR NLaMNTEo FOLLOWING sECIIONS "G.
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<br />COMP01BfIT�T K WAN. OR
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<br />$OHEGULES iM 2. SHEET 14.
<br />COMPONENT MAY K PERMANENT OR REMOVAKE
<br />S. SEE 9ETALS MR WSIALLATIDN KID WOOD FRAME OUILDINOS ON SHEET 15.
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<br />2. FOR NEW WOOD FRAME CONSTRUCTON: WOOD MEMBERS TO SE SOUTHERN
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<br />To ooMal(1[
<br />V
<br />CONCI1m
<br />sum
<br />NM OoweeWIW
<br />a Wits
<br />M WN %' (A.)
<br />6•
<br />N/A
<br />N/A
<br />N/A
<br />a•
<br />N/A
<br />1•
<br />N/A
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />I (top)
<br />6•
<br />4'
<br />N/A
<br />N/A
<br />6•
<br />8'
<br />6'
<br />6•
<br />r
<br />6•
<br />N/A
<br />N/A
<br />I (Wrm)
<br />1.
<br />N/A
<br />N/A
<br />N/A
<br />B'
<br />N/A
<br />6•
<br />N/A
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />2 (tOP)
<br />r
<br />N/A
<br />N/A
<br />N/A
<br />6•
<br />N/A
<br />a•
<br />N/A
<br />a•
<br />N/A
<br />N/A
<br />N/A
<br />2 (BOTTOM)
<br />aa.% -72.0
<br />a'
<br />N/A
<br />N/A
<br />N/A
<br />r
<br />N/A
<br />r
<br />N/A
<br />6•
<br />N/A
<br />-N/A
<br />N/A
<br />3 As 4 (TOP)
<br />)r-S' TO W-r
<br />On tEsB
<br />6•
<br />4•
<br />N/A
<br />N/A
<br />r
<br />r
<br />6'
<br />6'
<br />6'
<br />6-
<br />N/A
<br />N/A
<br />! (BOTTOM)
<br />6'
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />N/A
<br />6'
<br />N/A
<br />S.
<br />"/A
<br />N/A
<br />N/A
<br />7 (TOP)
<br />6'
<br />4"
<br />N/A
<br />N/A
<br />6'
<br />6'
<br />6•
<br />8'
<br />6'
<br />/•
<br />N/A
<br />N/A
<br />4 AA 7 (BOTTOM)
<br />N/A
<br />N/A
<br />/2 1/2-
<br />6 1/4-
<br />12 1/2•
<br />a 1/4•
<br />6 1/4•
<br />6 1/4•
<br />0 1/4•
<br />6 1/4-
<br />N/A
<br />N/A
<br />6 (FOP/60TT01/)
<br />M0.0. -63.3
<br />N/A
<br />N/A
<br />12 1/2•
<br />8 1/4'
<br />12 i/Y
<br />6 1/4'
<br />6 1/4'
<br />6 1/4'
<br />6 1/4•
<br />6 1/4•
<br />N/A
<br />N/A
<br />6 (ra•/Ba<T w
<br />'-6' TO 11•_Y
<br />50.0. -72.0
<br />N/A
<br />N/A
<br />5 1/4•
<br />N/A
<br />6 1/{•
<br />N/A
<br />/ 1/{•
<br />6 1/4•
<br />0 1/4'
<br />6 i/4'
<br />N/A
<br />N/A
<br />6 (TOP/BOTTOII)
<br />'-M' TO 11'-2'
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />A/A
<br />N/A
<br />1 6 1N°
<br />1 6 1/4'
<br />6 1/4'
<br />B 1/4•
<br />a. 6, 10 clop)
<br />4Jal -•4M0
<br />r•'•
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />NIA
<br />N/A
<br />6'
<br />6-
<br />6 1/4-
<br />6 1/4•
<br />a (wrto T)
<br />an LESS
<br />4'
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6'
<br />6•
<br />• 1/4'
<br />0 1/4'
<br />8 (MOROM)
<br />12'-A' OR LESS
<br />N/A-
<br />NIA
<br />N/A
<br />NIA
<br />N/A
<br />N/A
<br />N/A
<br />N/A
<br />6 1/4'
<br />8 1/4'
<br />t I/4•
<br />a 1/4'
<br />10 (BDTTDM)
<br />IM SIQR HA It AND 1a Hal AMOOM THE • SPACNO P01t MOTAURas OM mm FROM SUNAW
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<br />WUNOS WITH A.S,O. DESIGN LOADS UP TO +432. -48.0 P•S.f, AND
<br />PANEL'S LENGTH UP TO 12'-4'
<br />2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEANS TO K SOUTHERN
<br />PIK NO. 2. W/ SPECIIC DDWfY OF 0.55 OR EQUAL
<br />FOR C1fYB•IfL7N_rt K e.'t'mNs;
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<br />COMBINED IN ANY WAY TO SUIT ANY
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