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ac-2011-00011_0004.jpg 2/18!07 Sin R esidential D Gara 1• i • .See- r L k f,J 1 /2" x 10" steel i for b,11s Vi' x 10' steel anchor bolts 6' -0" 0. C. max., 7 " min. penetrat on max. Lap siding over O.C. max,, 7" min, penetration max. �Q F 12* from carrier and 12" from each foundation a 12" from corner and 12' from each and of plate (min. 2 bolts per plate). minimum of 1" end of plate (min.2 bolts perplate). C 0 a,ae �+ (pe j Bottom plate shall be min. 8" Lap siding over'- Bottom plate shall be min. 8" above grade, or be treated foundation a F` .above g rade, or be treated wood or decay resistive wood _ 6" min. .:j wood Qr decay be wood Finished :a. 3 Ili' Minimum minimum of V . j t grade °` concrete slab Minimum 3 1 I2" �" ` Fiberboard expansion joint mm 1 Concrete Slab - a 1� Finished \.:..- I. ::. grade ;;;._:: ;:•; '• I Provide #4 rebar vert. @ 4' - 0" min' "' '" "''.,;' "••`' O.C. insert rebar into concrete -- •'; A_rsbar min. Note: Check 3" cont. ,,`` fooling or keyway ' top & with local Note: Check with local laps bottom With 18" buildin for ' s g #4 rebar min. continuous top of ;; ;�: ` building department for I 1 welling soils. stemwall & at footing wllh 18 "laps swelling soils. Caissons j /r 3 �� Caissons may r "" may be required.` Lt` be required. •b; : -: 3" - I WMI 0 1 S, r , Sec, r)3, J ,�f-, l � =FJ �-r ©p� Extent of header Double portal frame (two braced wall panels) Ct2 . Extent of header Single portal frame (one braced wall panel) t? Ac e- �a •e S ii li i 6' to IS" Typical po rtal frame 1,000 lb. strap opposite sheathing 1,000 lb. strap yp construction 1; Fasten top plate to header with two rows 4. of 16D sinker nails at 3" O:C.,tYp For a panel splice (if Fasten sheathing to header with 81) common or needed), panel edges galvanized box nails in 3" grid pattern as shown and shall be blocked, and Max. 3" O.C. In all framing (studs, blocking, and s)Ils) typ, occur within 24' of height mid - height. One row 10' of typ. sheathing -to- \ Min width = 16" for one story structures (framing nailing is Min width = 24" for use in the first of two story structures required. If 2x4 blocking is used, the Min, 2x4 framing 2x4's must be nailed Min. double together with 3 16D 318" min. thickness wood 2x4 post sinkers structural panel sheathing Min. 4,200 lb. tie -down device (embedded Into concrete and nailed into framing \ Min. 1,000 lb. \ °;_•' tie down See Section R602,10.6.2 device t { �' _ - f •,.1Y�d ��S:V Y J F a} X5. / . F � 1. � APR 4 sffiXY�J;lsrtisn �, I � CIT I V L �. (�{lj � Q � f ��til•��� 4�, � � .l� � �'F Ag1k! 1 f Ja4�^'S r C "Lr afr3 .Yi Y4 a��ya t F t -7 ` 1 _ ,• a c' ' { J [ IN'.! Z ,� h' �' r hh F� >> 'd �.� ' i t r f ��y�yStFtr.t�N �S�i�r � /..(ca 1•�11�}a�r 4 t