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I�n ti�I 3 Materials: Concrete 3000 psi at 28 days
3500 psi at EXT i GAR SUW.
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Rurricane Tie.
5-1/2 sacks per cu.yard
Aggregates r C-33
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IG dote: For 40 ' long trusses (only! provide extra stud Note: The concrete supplier shall assume full reepons-
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concrete.
(V_ '- 4. Roof :Sheathio9 1/2" or
See Sphelyw
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f ng(Schedule. APA sheathing. A615
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3921,Sheathing: 1/2" plywood (32/16) or retied APA shetthiny JjAnr pr Wa118: 1/2" gypsum wallboard both sides of Wal r ,ti `�u�E1�s►orJ I�JIf�S I_ioT 1�;;-'1Ar-Xf. -rOAJJ P0. 112 a0, .k V �T
(particle board, oriented strand board, With Uo.6 drywall screw* at 9" o/c �;.,? C}J -rtE MI L e4jPt � c� L--F- NP 00 ,�T A MAxIMu� of P>l �M
'flake board, or waferboard etc. At. all panel edges and 12" o/c + Get �+►B IWC e'�.A. �.l% c� I A�-�''- l7
• - ," ) Pa► g , , J � "f C�� � ��+I �� �-t �1�- � I�� � t�
With 8d box Haile at 6 o/c all panel edges 1!t all other studs, plates and blocks. 1=" THE -} c Ttt� G�1 �.-INj 4.lITt� 'ST�11T GEI�}T� E� A��Y� E,�-r��.1�>.1 Tc, 'p1E �oal�
And 8d box nails at 12" o/c field. ���� �¢,1ri '�',�,� �`�,"D� I),) mr,;,T.( FIP-PG'TI "_1V(A-11'If C7-t �c1--oli FRAM 0:^ "ALL
(Edges may be unblocked for shear) ( 240/1811, Aso or Bolts: F.T. 2x6 mill plates with 5/8" din. x 10" ;
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4Xt4k r Walla : 1/2 plywood (24/0) or APA rated sheathing (Typical) Anchor Bolts at 48" o/c.
With 8d com nails at 16" o/c all .anal edges hor, Bolt§t P.T. 2x6 sill plates with Si 8" ilia. x 10"
And 8d com nails at 12" o/c field. (Speoie1) Anchor Bolts at 24" o/c.
(A" VMS Mu&T Bt ,BUQCZAD (2 60) T�v�
di�•r,;,ane Ties: erect e1►aR true* to sash supportJ
: 112 plywood (2410) or .AP4 9*ted sheathing iu .ng ( 1) sivpoan ox3" MWrUanoj Tit
With Nd am nails at 3" ci all panel *dges
And Bd col* nails at 12" o%c field.
(BLI B B,ANIM 8$.8 ) (490)
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