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REVISIONS <br /> 2 CONVENTIONAL FOUNDATION DRAHING NOTES: <br /> I. ALL FOOTING WIDTHS PER PLAN. <br /> (E) 5'-0" 2. A.B. 4 H.D. BOLTS TO 5E TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. <br /> PAD FTG 3. ALL SILL PLATES TO 5E P.T.D.F. (SODIUM BORATE TREATED) <br /> 4. FOR ALL DIMENSIONS, SEE ARCHITECTURAL DRAWINGS. <br /> (E) 5'-0" 5. INDICATES SHEAR WALLS 4 SHEAR TRANSFER FOR WALLS. FOR <br /> — I PAD FTG x x5HEARWALL SCHEDULE SEE SHEET 50.3 ud <br /> 0 <br /> uj <br /> / x21/ 6. INDICATES (N) WALL fn <br /> (E) 51/9411/2 12 � I <br /> i I <br /> LLE: _-1 1. INDICATES (E) WALL <br /> II I <br /> w <br /> (E) 5'-8" z <br /> PAD FTG 8. L J INDICATES AREA OF FTG. a <br /> TYP. X � 2 3 (E) 5'-6" J 00 <br /> ��0) <br /> ° O r- <br /> HSS 3x11/2 x3/16 _ _ PAD FTG 9. INDICATES TOP OF FTG. AND/OR SLAB STEP VERIFY DIM W/ ARCH'L cc 6 Ro <br /> X3 1 w <br /> Lu DO NOT DAMAGE Z a . <br /> (E) 4'-0" SHEARWALL (E) 10. a ° ° INDICATES (N) CONCRETE SLAB o �oLu <br /> (E) W16x31 (E) W16x31 DURING DEMOLITION r r r POST <br /> oom <br /> _ m Z w <br /> I I I I a W ~ <br /> _ L_ _J 11. l�� INDICATES (N) FOOTING AREAS J <br /> LL <br /> a • <br /> II m -- �c <br /> (E) <br /> x <br /> POST POST <br /> (E) WSx28 i lE) WSx28 (E) W8x28 HSS 3x11/2x%& (E) W8x28 g NoLo <br /> w I II <br /> I <br /> (E) 16'44" DEEP <br /> � yN � a <br /> x I I FTG W/ 4-08 T45 cn <br /> ° d <br /> =Q <br /> 0 <br /> it1 <br /> co <br /> I <br /> L 7 Co p <br /> (E) 2X8 U <br /> w <br /> Z W � <br /> cD'd <br /> W z o Z"' Vo <br /> II <br /> I SEE DETAIL 4 co <br /> II - co <br /> Y <br /> H <br /> FOR TRENCHING <br /> (WHERE OCCURS) w <br /> II I I <br /> 0 <br /> II <br /> I (E) 4" S.O.G. W/ co <br /> cn <br /> II #3x18" O.C. w <br /> 4 I 6 MID- DEPTH w <br /> � II z <br /> O II z <br /> Z II o <br /> ,quo w d <br /> X w II <br /> Lu 't <br /> I (E) 2'-9" ° <br /> CLI FTG <br /> Lu <br /> cr) W I w <br /> Op <br /> II > <br /> 1FEE <br /> w I (N) NON-BEARING <br /> 1 <r I WALLS PER ARCH'L <br /> 0W N <br /> � II ° <br /> n II w Z r <br /> `n I Ix x o Q N <br /> J Lf) <br /> a <br /> (E) 4x6 UNDERWALL (E) 2x8 UNDERWALL o Q <br /> 1 o Q Q <br /> II a Q <br /> I <br /> w � <br /> #3 MIN. DOWELS 24" <br /> O Z <br /> a <br /> II <br /> II <br /> O.C. MAX. EA. WAY, o � O <br /> I LAP 1211 4 DRILL 311 4 <br /> I EPDXY W/ SIMPSON <br /> I NEW SLAB 'SET' ESR-1112 OR EQ. W <br /> FEE <br /> 1 1 (2 BARS MIN. PER SIDE) <br /> EXIST. SLAB (TYP.) O <br /> N <br /> II <br /> I EXIST. SLAB Q <br /> F] , N <br /> (E) 1 <br /> 1 FTG Q. <br /> II II � <br /> II II <br /> KE) A2 I— - - - - - � � - - - - - - <br /> —�i 1=1 11=1 11=1 11=1 11=1 11=1 11=' <br /> SAND 4 CLEAN 4 ROUGHEN <br /> V15QUEEN SURFACE (TYP.) <br /> TYPICAL SLAB REPAIR <br /> FOUNDATION PLAN <br /> ROOF FRAMING PLAN0 <br /> SCALE: 1/4"=1'-0" <br /> SCALE: 1/4"=1'-0" w <br /> T <br /> SCALE: 3"=1'-0° (E) 5TL BM SCALE: 3"=1'-0" SCALE: 3"=1'-0" z <br /> Y 3�6 50TH <br /> (E) 8x NAILER 3/f6 SIDES <br /> Z <br /> g <br /> II <br /> I u l u 3/4 n 3/411 50TH a <br /> 5"X3 X/4 lE W/ 1 " 3 <br /> -#6 WOOD HSS PER //;*j �n <br /> 2-/4 TITEN ND HSS PER �6 SIDES <br /> (E) 5i8" _ MIN. EMBED 11/4" w <br /> WELDED 1 1 6"x3"X1/4" lE W/ SCREW ��v PLAN PER ESR-2113 PLAN 2-1/4" TITEN HD LATEST DESIGN DATE <br /> STUD SPECIAL INSPEC. MIN. EMBED 11/4" 11/09/20 <br /> SCREW OD o o = 3-SIDES3`6 = REQ'D PER E5R-2113 <br /> �„ /f �„ w LATEST BACKGROUND DATE <br /> DOOR SPECIAL INSPEC 10/21/20 <br /> 0 0 OPE GNIN o o REQ'D w <br /> YF. 1/4" j� W/ 2-1/4" 1/4" 1� W/ 2-1/4�� co <br /> TYP. �'� TITEN HD MIN. �'� TITEN HD MIN. Lu <br /> SCALE 1/4" _ 1�_0 <br /> 3�6 1/4 E W/ 1/211 x EMBED 1114�' `� X EMBED 1114" uj <br /> �I6"X11/2TNRU-BOLT 11/2�� 2u I/zu 3/4" 3/4�� 1 n �� a 1/4u PLATE DRAWN LM <br /> SLOTED N /4 PLATE 3/4 3/4 <br /> HOLE HSS PER(:: JOB 20-198 <br /> PLAN I I 3 YP _ X _ U U X <br /> X Z v Z SHEET <br /> -L--j r-- (E) FTG (E) FTG S2 <br /> Y X <br />