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HomeMy WebLinkAboutGN 004 0� � NOTE; OFFSET FACE OF STUD 112" FROM FACE OF FOUND, WALL 4" CONC. SLAB ON GRADE � w � � 6"-8" MIN, GRAN. FILL � �'� �� � � �� � c� o�,� c� o�, c 00 � �� � � BRICK VENEER TYPICAL FOUNDATION WALL; � 8" POURED CONCRETE WALL � SILL ANCHOR BOLTS @ 6'-0" O,C, �AND WITHIN 12" OF CORNERS 16 X 8 CONC. FOOTING LOOP WIRE REINFORCING FOUNDATION WALL at GARAGE - BRICK def.esfF22 CRAWL and BASEMENT FOUNDATIONS SCALE; 314" =1' 0" 314" FLOOR DECKING NOTE; OFFSET FACE OF STUD 112" SEE FLOOR FRAMING FROM FACE OF FOUND, WALL PLAN FOR JOIST LAYOUT 2x4 TREATED PLATE TYPICAL FOUNDATION WALL; � 8" POURED CONCRETE WALL � SILL ANCHOR BOLTS @ 6'-0" O,C, �#6 VERTICAL REINFORCEMENT SET 24" O.C. @ 5" FROM SOIL SIDE OF WALL � 16"x8" CONCRETE FOOTING � #3 STEEL WALL REINFORCING � LOOP WIRE REINFORCING 4"CONCRETE SLAB ON GRADE WI6 MIL, VAPOR BARRIER o � � � METAL ANCHOR PLATE 4" CONCRETE SLAB ON GRADE WI 6 MIL. VAPOR BARRIER SLABand BASEMENTFOUNDATIONS SEE FOUNDATION PLAN FOR PAD DIMENSIONS 3-112" DIA, ADJUSTABLE STEEL COLUMN 4"MIN.GRANULARFILL ON6MIL.VISQUEEN VAPOR BARRIER o� �� o� _ � � ,,, 0 �� TYPICAL FOUNDATION atSTEEL COLUMN def.esfF25 .. 0 N .. � _ � w _ /� J O � \ � � �� 4"MIN, ° �� �v �r� ° �� r��� � � �� �� GRANULAR FILL 4" DRAIN TILE F31 FOUNDATIONWALLatHOUSE-SIDING 5� ��� OVERDIG �� �� o� �� o G o � �� o0 00 ���� ,� � °� � °o� °o ��� °o �� o� �� - o � � � � ��. GRANULAR FILL T012 ABOVE TOP OF FOOTING 4" DRAIN TILE SCALE: 314" =1' 0" tlet.estF31 PART'L and FULL BASEMENT FOUNDATIONS (2) RISERS AT 7-314" EACH (1) 9" TREAD 4" CONC, SLAB ON GRADE_ 8" MIN. GRANULAR FILL NOTE; OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL � SLOPE 2" TO DOOR .. �` �ti, �` �ti, � � �ti, o�o� �o 00 �o 00 � C° C�o Oo Oo 0o Oo �� o0 00 00 00 � . . 00 00 00 00 00, �o O� Oo O� � �� �,� �o o� WATERPROOFING GRANULAR FILL TO �� � �� 12"ABOVETOPOF �� � ��� �� ���� �� CONCRETE FOOTING °° °° °° °° �� o0 00 00 �, °� °o °o �� c�� o0 00 0 � 4" DRAIN TILE , � �G �o ��� _� oo � FOUNDATION WALL at GARAGE REAR R-13 BATT INSULATION WI2 MIL. VAPOR BARRIER 314"RIGIDINSULATION SIDING 1x BAND BOARD WI GRADE DRIP EDGE (SEE ELEV,) . WATERPROOFING 4" DRAIN TILE det.estF33 FULL BASEMENT FOUNDATIONS SCALE: 314" =1' 0" NOTE; OFFSET FACE OF STUD 112" FROM FACE OF FOUND, WALL 112" DRYWALL � 2x4 TREATED SILL PLATE, 4" CONC. SLAB ON GRADE w � � � �� �� � �� � °� J�� ° " ��� °� ��� � �� r� � �� ,� GRANULAR FILL ' � �SIDING / 314" INSULATION SHEATHIN 2x4 TREATED PLAT TYPICAL FOUNDATION WALL; II 8 POURRED CONCRETE WALL 4 CONC, � SILL ANCHOR BOLTS @ 6'-0" O,C SLAB ON GRADE AND WITHIN 12" OF CORNERS � 16"x8" CONCRETE FOOTING SLOPE 2" TO D00 r � LOOP WIRE REINFORCING 24 .�RADE ��� �� ��� � � � �_4�� �` FOUNDATION WALL at GARAGE - SIDING GRANULAR FILL det,estF21 CRAWL and BASEMENT FOUNDATIONS SCALE; 314" =1'-0" NOTE; OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL 314" FLOOR DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT TYPICAL FOUNDATION WALL; �8" POURRED CONCRETEWALL � SILL ANCHOR BOLTS @ 6'-0" O,C. AND WITHIN 12" OF CORNERS � 16"x8"CONCRETE FOOTING � LOOP WIRE REINFORCING PERIMETERINSULATION DOWN TO GRANULAR FILL 4" MIN. GRANULAR FILL UNDER 4 MIL, VISQUEEN VAPOR BARRIER FOUNDATION WALL at HOUSE - SIDING � �_4�� OVERDIG 314" RIGID INSULATION� R-13 BATT INSULATION E WI2 MIL, VAPOR BARRIER 314" FLOOR DECKING METAL TIE SEE FLOOR FRAMING gRICK VENEER PLAN FOR JOIST LAYOUT — (2) RISER AT 7-314" EACH THROUGH WALL FLASHING (1) 9 TREAD GRADE �� � PERIMETER INSULATION OVERDIG °� DOWN TO GRANULAR FILL o,, -� °�� TYPICAL FOUNDATION WALL; °° � � �8" POURED CONCRETE WALL � � o � o SILL ANCHOR BOLTS @ 6'-0" O.C. ° ° ° ° ° ° ° ° AND WITHIN 12" OF CORNERS � � 16"X8" CONCRETE FOOTING �, 4„ � LOOP WIRE REINFORCING 4" MIN, GRANULAR FILL UNDER6MIL.VISQUEEN VAPOR BARRIER tlef,esfF30 FOUNDATION WALL atGARAGE REAR def,esfF28 F3o FOUNDATION WALL at HOUSE- BRICK FOUNDATION WALL at GARAGE REAR R-13 BATT INSULATION WI2 MIL, VAPOR BARRIER -314" RIGID INSULATION -SIDING 1x BAND BOARD WI DRIP EDGE (SEE ELEV,) - 2x4 TREATED PLATE GRADE CRAWL and BASEMENT FOUNDATIONS SCALE: 314" =1' 0" ,. . �1r11�i1L�Y CRAWL and PART'L BASEMENT FOUNDATIONS SCALE:314°=��-o° NOTE: OFFSET FACE OF STUD 112" FROM FACE OF FOUND. WALL 314" FLOOR DECKING SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT PERIMETER INSULATION DOWN TO GRANULAR FILL TYPICAL FOUNDATION WALL: �8" POURED CONCRETE WALL � SILL ANCHOR BOLTS @ 6'-0" O.C. AND WITHIN 12" OF CORNERS � 16"x8" CONCRETE FOOTING � LOOP WIRE REINFORCING � � � � � � �, o �� � 4" MIN, GRANULAR FILL �,4„ UNDER6MIL,VISQUEEN VAPOR BARRIER NOTE; OFFSET FACE OF STUD 112" FROM FACE OF FOUND, WALL BRICK VENEER 2x4 TREATED SILL PLATE � 4" CONC. SLAB ON GRADE WI6 MIL, VAPOR BARRIE 6"8"MIN, `�' w GRANULAR FILL� � � � ��� � c� c�� c� ��� c� �o � �;� �� � c° � �-314" INSULATIN SHEATHING TYPICAL FOUNDATION WALL; � 12" POURRED CONCRETEWALL � SILL ANCHOR BOLTS @ 6'-0" O.C, ANDWITHIN 12"OFCORNERS � 20"x8" CONCRETE FOOTING ;LOOP WIRE REINFORCING GRADE OVERDIG 4�� � � �_8�� FOUNDATION WALL at GARAGE - BRICK RETURNS def.esfF44 CRAWL and BASEMENT FOUNDATIONS SCALE: 314" =1' 0" 314" INSULATION SHEATHING R-13 BATT INSULATION WI2 MIL, VAPOR BARRIER �-314" FLOOR DECKING 0 N � _ � w _ J J — Q o � � �� -. ��° 2x4 TREATED �VOOD PLATE o °�� �� °� °o �1� � °o �'�� SEE FLOOR FRAMING PLAN FOR JOIST LAYOUT SCALE; 314" =1'-0" TYPICAL FOUNDATION WALL; � 8" POURED CONCRETE WALL � SILL ANCHOR BOLTS @ 6'-0" O,C, � 16"X8" CONCRETE FOOTING � #3 STEEL WALL REINFORCING 2" FROM FACE OF WALL � LOOP WIRE REINFORCING 4" CONC, SLAB ON GRADE WI6 MIL, VAPOR BARRIER _ 4" GRANULAR FILL � � � -� -� -� � � l� � � 0 � � � � � � � � � � � �