Loading...
HomeMy WebLinkAbout1099.95.40 BRICK VENEER 3/4' INSULATION SHEATHING R -13 BATT INSULATION W/ 2 MIL. VAPOR BARRIER NOTE: OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL 112" DRYWALL 14` CONC. SLAB ON GRADE IW/ 6 MIL. VAPOR BARRIER OVER _ - - -- ° J 121X 2' CONTINUOUS PERIMETER INSULATION M v L FIN. GRADE io.. 0° PROVIDE ANCHOR BOLTS AT 6' O.C. • 7f'� �st'T e C _°o o 0 —_� 12` GRANULAR FILL ° v v TYPICAL FOUNDATION WALL: m o 8 L BLOCK ON 12 CAP BLOCK v a 16 °x24° CONT. CONC. TRENCH vv ° a a FOOTING ON VIRGIN SOIL OR A W/ (2) #4 BARS CONT . ON �`-- i v° v v° v v° - - -- ` CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 1' -4' 2,000 P.S.F. F24 EXTERIOR WALL AT HOUSE SLAB'FOUNDATION det.estF24 NOTE: OFFSET SILL PLATE 112' FROM INTERIOR FACE OF FOUND. WALL 2 1X4` TREATED 4" CONC. SLAB ON GRADE WOOD PLATE i 3/4° FLOOR DECKING W/ 6 MIL. VAPOR BARRIER 2'X10° FLOOR JOISTS 1 AT 16N O.C. SLOPE 2' TO DOOR - v v a °° d (2) RISERS AT 7 3/4' EACH v 00 00 00 00 00 a 9` TREAD v v o °o °o° °o °o °o° VV 8" MIN. GRANULAR FILL i. Z TYPICAL FOUNDATION WALL: v ` z i x 81 POURED CONCRETE WALL is a x SILL ANCHOR BOLTS @ 6'-O° O.C. Vbl 3 x 161X8' CONCRETE FOOTING Tq vv v V ° d / I 4' CONC. SLAB ON GRADE GRANULAR FILL TO . 00 00 o0 00 ov W/ 6 MIL. VAPOR BARRIER 12' ABOVE TOP OF 00 00 00 o0 0, v CONCRETE FOOTING °0 °o 00 °o j 00 o0 00 00 o a h. v ° , L 4' GRANULAR FILL . °o °o °o °o v v ° v v v v v °o °o °o °o °o o °° °o 0 00. 0 1_ ° o o O o ° d o e . ° °o 00 ° v ° v v ° v v O 00 00 Oo . Y °o O °- v °0 00 41. DRAIN TILE ' DRAIN TILE 60 TYPICAL_ BASEMENT WALL AT GARAGE det . estF60 NOTE: OFFSET FACE OF STUD 112 R -13 INSULATION FROM FACE OF FOUND. WALL —� DRYWALL 3/4 DECKING ANCHOR BOLTS AT 6' -0' O.C. - SEE FLOOR FRAMING PLAN FOR DETAILS TYPICAL FOUNDATION WALL: cmj 8' POURED CONCRETE WALL = I - .f 3/4" RIGID INSULATION BRICK'VENEER 2 "x4' TREATED tSILL PLATE 0 1/2° ' G x SILL ANCHOR BOLTS @ 6'-0" O.0 J V ° d o0 00 � I x 16'X8' CONCRETE FOOTING 3 I v v d ° ° 3I4' FLOOR DECKING °° ° d 4' CONC. SLAB ON GRADE' d d ° v d° W/ 6 MIL. VAPOR BARRIER d ° - ° _ v a d 00. o° . 0- ° �'° _ o° . 00- GRANULAR FILL TO j ° 00 00 00 00 FOOT 12" ABOVE TOP OF v° d° a v v° v v n d ° v ° 0. 00 I RTE FOOTING 40 GRANULAR FILL ,d Vg ;d V d °o °o ', v ;d V v ad 00 00 00 °o °o 00 00 / d d d d d d Jr v ° ° v ° v ° v ° v ° v v V v v V v v V ° TYPICAL FOUNDATION WALL: EXTERIOR O °o °o °o 00 v ° ° v O °O d d °O °o 00 O °. e °e v ° d ° °o v v° o tL o 0 0 °o 0 0 0 °. 0 °° °o 00 41 DRAIN TILE ° 4° DRAIN TILE F50 TYPICAL BASEMENT EXTERIOR WALL o° 0 00 °° °° 00 00 00 00 AT BRICK LOCATIONS oo cn det.estF50 3/41 RIGID INSULATION NOTE: OFFSET FACE OF STUD 112" 00 PROVIDE TREATED I I °0 00 o0 FROM FACE OF FOUND. WALL BAND BOARD AT 00 00 00 00 o 1121 EXPANSION MATERIAL CONCRETE SLAB AREA °o 00 °o 00 NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL BRICK VENEER 3/41 INSULATION SHEATHING 4" CONC. SLAB W /THICKENED EDGE 0 1121 EXPANSION JOINT MATERIAL d d d ° d vL _j ° v ° O v ° V v v ° V ° o °o ° v ° v O °o °o ° v o0 00 � I 2 °X4" TREATED PLATE 3I4' FLOOR DECKING °° ° d v v ° ° v ° v v v ° o 4" CONC. SLAB ON GRADE 21X10' JOISTS a° a a a 0 � jai SLOPE 1/8' PER FOOT d ° v° d° a v v° v v n I I v V ° Q w v vv v ° v v / d d d d d d Jr ED ° v ° v ° v ° v ° v v V v v V v v V ° TYPICAL FOUNDATION WALL: EXTERIOR ! °° ' o °o °o °o 00 00 0 00 °o 00 °' v ° � 8' CAP BLOCK F- d ° d °0 d v °° °o 00 °o ° a °0 °o °o °o x (3) 8" LINE BLOCK PERIMETER INSULATION o° 0 00 °° °° 00 00 00 00 00 00 oo cn 00 °oo °°o °°e 00 °o o0 °o x SILL ANCHOR BOLTS @ 6' -0° O.C. DOWN TO GRANULAR FILL o0 00 00 00 00 00o °0 00 o0 16'X8' CONCRETE FOOTING o 00 00 00 00 00 o Lo °o 00 °o 00 00 00 00 o0 00 o0 44 0 °o °o 00 4' MIN. GRANULAR FILL . 0 00 ° °o , > � ac www UNDER 6 MIL. VISOUEEN VAPOR BARRIER I uj ° ° o o�.,, o NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND. WALL BRICK VENEER 3/41 INSULATION SHEATHING 4" CONC. SLAB W /THICKENED EDGE 0 1121 EXPANSION JOINT MATERIAL d d d ° d vL _j ° v ° 1121 DRYWALL PROVIDE ANCHOR BOLTS AT 6' O.C. 4° CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER OVER 2 1X 2' CONTINUOUS PERIMETER INSULATION 12' GRANULAR FILL TYPICAL FOUNDATION WALL: 8' °L° BLOCK ON 8' C.M.U. j x 16'x24' CONT . CONC. TRENCH FOOTING ON VIRGIN SOIL OR W/ (2) #4 BARS CONT. ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 2,000 P.S.F. AT BRICK LOCATIONS det.estF61 �, I NOTE: OFFSET FACE OF STUD 112" 4" CONC. SLAB ON GRADE i FROM FACE OF FOUND. WALL 3/4' FLOOR DECKING PROVIDE THICKENED SLAB AT FRONT SLOPE 1/8" PER FOOT - d ° d v° b, d V° d ° d v 4 vQ v v a vo o '� SEE FLOOR FRAMING v v v ° ° 0 ° o - -- — PLAN FOR JOIST LAYOUTS 1 i/2° °. oe oe . °° °- °. °- o° 0 0 0 0 0 0 0 0 o v° 0 00 o0 0 00 00 00 00 00 ° ° I 2'X4' TREATED TYPICAL FOUNDATION WALL: I o. o. O. o� o° o° o° o° o° °d° vi WOOD PLATE 0 0 0 0 0 0 0 0 0 ° 8' CAP BLOCK 00 °o o °o °o °o 00 v x (3) 8' LINE BLOCK! °0 °o 00 00 °° °° °° °° ° ° `I ° 0. ° v x 16`X8" CONCRETE FOOTING ° 0° y �- TYPICAL FOUNDATION WALL: ° ° ° d - x 8' POURED CONCRETE WALL v LLJ ° a ° ° SILL ANCHOR BOLTS @ 6'-Om D.C. v 0 c ! 16 1X8' CONCRETE FOOTING INLa p ° v v ° 164-181 MIN. GRANULAR FILL — ° v ° v 4�V I V v° v v v° ° v GRANULAR FILL TO ° ° d vl � 4' CONC. SLAB ON GRADE 12' ABOVE TOP OF 0 0 0 ° v W/ 6 MIL. VAPOR BARRIER CONCRETE FOOTING 00 °o 00- 00 00. °o 00- °o v ° oe 0 ° °. °. °o °. v 0 0 0 0 o ° A v o °o °o 00 ° ° ° ° ° ° ° ° ° ° ° ° ° ° v 4" GRANULAR FILL °. °o °o °o °o ° v 7 v 0 0 0 o v v V °o° °o° Oo° °o v v v v o 00 00 00 00 • °• o• a 0• o• o• 0 0 0 ° 0 0 ° d d v L J 41 DRAIN TILE 4' DRAIN TILE 0 0 0 0 � d v° d ° d ° r� d ° v d d ' ° v ° q v° i' -ii' MIN. ° ° ° 1' -4° GRANULAR FILL TYPICAL POACH FOUNDATION AT CRAWL WALL AT BRICK LOCATIONS 55 TYPICAL PATIO FOUNDATION AT BASEMENT WALL AT SIDING LOCATIONS 3/4' FLOOR DECKING NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND, WALL BRICK VENEER 2 "X10' JOISTS (TYPICAL FOUNDATION WALL: 8' L -BLOCK (3) 81 LINE BLOCK 1 112' PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C. GRADE DOWN TO GRANULAR FILL x 16 °x8' CONCRETE FOOTING TYPICAL FOUNDATIO WALL: OVERDIG x 4' CAP BLOCK x (4) 8' LINE BLOCK 4' MIN. GRANULAR FILL x 16 °x8, CONCRETE FOOTING UNDER 6 MIL. VISOUEEN VAPOR BARRIER O v ° V v v ° V ° o °o ° v ° v O °o °o ° v o0 00 e o °o °ol ° °o 00 11 1121 GRANULAR FILL °0 00- °° ° d v v ° ° v ° v v v ° 00. 0,- ,° v a° a a a 0 � ° vv v v ° v ¢ d ° v° d° a v v° v v n I I v V ° Q w v vv v ° v v 0 ED 61 EXTERIOR WALL AT PORCH 1121 DRYWALL PROVIDE ANCHOR BOLTS AT 6' O.C. 4° CONC. SLAB ON GRADE W/ 6 MIL. VAPOR BARRIER OVER 2 1X 2' CONTINUOUS PERIMETER INSULATION 12' GRANULAR FILL TYPICAL FOUNDATION WALL: 8' °L° BLOCK ON 8' C.M.U. j x 16'x24' CONT . CONC. TRENCH FOOTING ON VIRGIN SOIL OR W/ (2) #4 BARS CONT. ON CERTIFIED COMPACTED FILL W/ MIN. BEARING CAPACITY OF 2,000 P.S.F. AT BRICK LOCATIONS det.estF61 �, I NOTE: OFFSET FACE OF STUD 112" 4" CONC. SLAB ON GRADE i FROM FACE OF FOUND. WALL 3/4' FLOOR DECKING PROVIDE THICKENED SLAB AT FRONT SLOPE 1/8" PER FOOT - d ° d v° b, d V° d ° d v 4 vQ v v a vo o '� SEE FLOOR FRAMING v v v ° ° 0 ° o - -- — PLAN FOR JOIST LAYOUTS 1 i/2° °. oe oe . °° °- °. °- o° 0 0 0 0 0 0 0 0 o v° 0 00 o0 0 00 00 00 00 00 ° ° I 2'X4' TREATED TYPICAL FOUNDATION WALL: I o. o. O. o� o° o° o° o° o° °d° vi WOOD PLATE 0 0 0 0 0 0 0 0 0 ° 8' CAP BLOCK 00 °o o °o °o °o 00 v x (3) 8' LINE BLOCK! °0 °o 00 00 °° °° °° °° ° ° `I ° 0. ° v x 16`X8" CONCRETE FOOTING ° 0° y �- TYPICAL FOUNDATION WALL: ° ° ° d - x 8' POURED CONCRETE WALL v LLJ ° a ° ° SILL ANCHOR BOLTS @ 6'-Om D.C. v 0 c ! 16 1X8' CONCRETE FOOTING INLa p ° v v ° 164-181 MIN. GRANULAR FILL — ° v ° v 4�V I V v° v v v° ° v GRANULAR FILL TO ° ° d vl � 4' CONC. SLAB ON GRADE 12' ABOVE TOP OF 0 0 0 ° v W/ 6 MIL. VAPOR BARRIER CONCRETE FOOTING 00 °o 00- 00 00. °o 00- °o v ° oe 0 ° °. °. °o °. v 0 0 0 0 o ° A v o °o °o 00 ° ° ° ° ° ° ° ° ° ° ° ° ° ° v 4" GRANULAR FILL °. °o °o °o °o ° v 7 v 0 0 0 o v v V °o° °o° Oo° °o v v v v o 00 00 00 00 • °• o• a 0• o• o• 0 0 0 ° 0 0 ° d d v L J 41 DRAIN TILE 4' DRAIN TILE 0 0 0 0 � d v° d ° d ° r� d ° v d d ' ° v ° q v° i' -ii' MIN. ° ° ° 1' -4° GRANULAR FILL TYPICAL POACH FOUNDATION AT CRAWL WALL AT BRICK LOCATIONS 55 TYPICAL PATIO FOUNDATION AT BASEMENT WALL AT SIDING LOCATIONS 3/4' FLOOR DECKING NOTE: OFFSET FACE OF STUD 112' FROM FACE OF FOUND, WALL BRICK VENEER 2 "X10' JOISTS (TYPICAL FOUNDATION WALL: 8' L -BLOCK (3) 81 LINE BLOCK 1 112' PERIMETER INSULATION x SILL ANCHOR BOLTS @ 6' -0' O.C. GRADE DOWN TO GRANULAR FILL x 16 °x8' CONCRETE FOOTING TYPICAL FOUNDATIO WALL: OVERDIG x 4' CAP BLOCK x (4) 8' LINE BLOCK 4' MIN. GRANULAR FILL x 16 °x8, CONCRETE FOOTING UNDER 6 MIL. VISOUEEN VAPOR BARRIER TYPICAL BRICK VENEER WALL AT CRAWL SPACE det.estF55 det.estF46 % det.estF30 u e r h •n � w e_ ev w r M w r a M L N W Cq�� Z �=4 r� rn M8 E= :4 ° i I o0 00 00 00 v° v v° v v Ed v v ° ° v ° v v v ° C O a 0 TYPICAL BRICK VENEER WALL AT CRAWL SPACE det.estF55 det.estF46 % det.estF30 u e r h •n � w e_ ev w r M w r a M L N W Cq�� Z �=4 r� rn M8 E= :4 ° vi z i I ( i I Ed a 0 � I ¢ II l I z w 0 0 ED H z o I C3 F- a > an z cn o Q c o z LL Lo CZ.I Lo 3 44 CZJ f'n ac www uj o vi z I I� ( i I Ed a 0 H ¢ 0 Mi I DATE: 5/25/95 o Ed H ¢ I w 0 ED z o cr ¢ C3 F- a an z cn o c o LL Lo CZ.I Lo uj CD uj a o 0 Mi I DATE: 5/25/95