30 YR. ASPHALT ROOF SHINGLES HARDIE PLANK LAP SIDING SEE FIRST FLOOR PLAN FOR PORCH ROOF FRAMING DETAILS 3'-0" 2-2 X 8 HEADER COVERED PORCH 9'-4"
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- Duane Dorsey
- 5 years ago
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1 FAMILY ROOM CLG. LINE BSMT CLG. 20" '-0" 2 x 2 TR. WD. 4" O/C FL. TRUSS 4" X 4" TREATED COL. 4" HIGH " X " BRICK COL. 2-2 X TR. BAND WOOD 44" HIGH 3'-0" T J I ROOF RAFTER SOLDIER COURSE 24" o VENT RIDGE VENT T J I ROOF RAFTERS 3'-0" HARDIE PLANK LAP SIDING 2-2 X HEADER COVERED PORCH PORCH W/ BRICK PAVER FIN. STEP AS REQ.D 9'-4" connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud PHIL'S DESIGN INC. (336) BASEMENT LEVEL FIN GRADE REAR ELEVATION HARDIE PLANK LAP SIDING T J I ROOF RAFTERS 24" o VENT RIDGE VENT T J I ROOF RAFTERS " SOLDIER COURSE FEB " '-0" SECOND FLOOR LINE " HANDICAP RAMP :1 MAX. SLOPE 9'-4" 5" X 5" VINYL COL. 4" HIGH WOOD RAIL 44" HIGH 3'-" 3'-0" 16" 4 10'- 4" FRONT ELEVATION STORAGE FL. LINE 3'-0" 4" X 4" TR. WD. COL. 44" HIGH 3'-" 20" '-0" FAMILY ROOM CLG. LINE FLOOR TRUSS BSMT CLG. BASEMENT LEVEL 1/4"= ELEVATIONS 1 OF
2 RIGHT SIDE ELVATION 10'-4" " X HEADER COVERED PORCH 9"o LOAD TR. WD. 44" HIGH " TR. WD. 44" HIGH 2 x 2 TR. WD. 4" O/C SHINGLES 4" X 4" TREATED COL. 4" HIGH LV L RIDGE SEE RIDGE VENT SOLDIER COURSE " 20" '-0" FAMILY ROOM CLG. LINE FLOOR TRUSS BSMT CLG. connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud PHIL'S DESIGN INC. (336) T J I EA. SIDE DORMER SEE SECOND FLOOR PLAN L V L RIDGE RIDGE VENT SEE SHINGLES " X " BRICK COL. TWIN ( 6/0 x 6/ ) FRENCH BASEMENT LEVEL FEB " " '-0" SECOND FLOOR LINE " " 9'-4" WD. 44" H. 5'-0" SOLDIER COURSE " 2-2 X HEADER 4 10'-4" " ELEVATIONS FIN GRADE NO STEP UP STEP AS REQ'D. 5" X 5" VINYL COL. 14" 3'-6" W. I. 3" O/C 5" X 5" VINYL COL. 3'-" SLOPE HANDICAP RAMP : 1 5" X 5" VINYL COL. 3'-6" CONC. RAMP 6'-0" BRICK PAVERS LEFT SIDE ELEVATION 1/4"= OF 7 62
3 '-0" 21'-4" 14'-10" 6'-0" 15'-" 26'-4" E. E. W. TWIN X 5/2 X 5/2 1 60" '-" 6'-6" 3'-2" 3'-1" 3'-3" 11'-" 14'-4" 14'-2" '-10" 1 2 EXT. WALL 13'-10" 1 16'-2" E. E. W. TWIN X 5/2 BEDROOM # 6 X '-4" 19'-4" BEDROOM # 5 X '-4" 2 X " O/C LOAD WALL 3-1 3/4" X 11 1/4" / L V L HEADER '-4" X 14'-4" 2-1 3/4" X 11 1/4" / L V L HEADER 6'-" 3'-2" 3-2 X 6 L. P. 3-2 X 6 L. P. BATH # 6 54" 60" ( OPT. BRICK PAVER FIN. ) CLOSET CLOSET 7'-4" 2'-4" SHELF SHELF 4'-6" 3'-2" 5'-0" 2 X " O/C LOAD WALL 3-1 3/4" X 11 1/4" / L V L HEADER 4" REINF. CONC. SLAB - OVER 6" WASHED STONE & COMPACTED FILL SOLID FILL " CONC. BLK. WALL SINK D. W. 11'-6" '-" 6'-5" HALL LAUNDRY 7' X 10' STORAGE FURNACE 6' X 10' X 5/2 BATH # 7 '-6" X '-4" UTILITY W. H. 9'-6" 5/" TYPE X ( ONE HOUR ) U " 4'-4" 4" 3-1 3/4" X 14" / L V L HEADER UP 16r 5/" TYPE X ( ONE HOUR ) U HR. WALL '-10" STORAGE 7 1 x x " CONC. FTG. W/ 3 # 4 BAR E. W. '-0" 5'-0" 5'-0" X 5/2 2 X " O/C LOAD WALL 6'-5" PANTRY 6' X14'-4" SOLID FILL " CONC. BLK. WALL - SEE CROSS 5/" TYPE X ( ONE HOUR ) U '-0" 7'-4" 7'-4" 7'-4" ' - 2 X 10 TR. F. " O/C DINING ROOM 30'-4" X 25'-0" 9' CL. CEILING L V L DROP GIRDER - DESIGN & SEAL BY MFGR. 4" X 4" X.250 SQ. STEEL TUBE PIPE COL. W/ 7" X 7" X 1/2" TOP & BOTT. - SEE DETAIL ( D-1) 3 EA. REFG. " X ' BRICK PIER 32'-0" '-0" 3-1 3/4" X 11 1/4" / L V L HEADER CONC PATIO 22' X 10' ( 220 S. F. ) 6/0 X 6/ 2-1 3/4" X 11 1/4" / L V L HEADER DESIGN & SEAL BY MFGR. KITCHEN 19'-" 14'-4" SINK 21'-2" 15 LITE REFG. X 96" ISLAND 15'-" X X " 3000 PSI CONC. FTG. W/ 4 # 4 BAR EACH WAY ( 3 EA. ) D.W. D/O 2-2 X TR. BAND 26'-0" STOVE MIC BEAM POCKET SOLID FILL " CONC. BLK. WALL - SEE CROSS 4" REINF. CONC. SLAB - OVER 4" WASHED STONE & COMPACTED FILL SOLID FILL " CONC. BLK. WALL - SEE CROSS 5'-0" 5'-0" 2600 S. F. 9' CEILING L.P. - LOAD POINT E. E. W. EXIT WINDOW ALL ANGLES 45d U.N.O. 5/" TYPE X GYPSUN BOARD - STAIR WELL U 3.05 connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud PHIL'S DESIGN INC. (336) FEB BASEMENT PLAN 6'-" '-0" 45'-4" 7 1/4"= OF 7 62
4 7'-" 7'-10" '-2" '-4" '-2" 5'-" 1'-2" X 5/6 X 5/6 X 5/6 5'-0" 5'-0" X 5/6 X 5/6 7'-4" 7'-4" 7'-4" WOOD 44" HIGH W/ W. I. PICKETS 3" O/C X /0 22'-0" TR. DECK 22' X 10' ( 220 S. F. ) TR. DECKING DESIGN - 60 # / S. F. 5" x 5" VINYL COL 4" HIGH STEP AS REQ'D. WOOD 44" HIGH W/ W. I. PICKETS 3" O/C connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud 14'-" 6'-0" 14'-4" X 5/6 X 5/6 2/0 X 1/0 3'-" 5'-2" 9'-2" 26'-0" BATH # 1 6' X 15' X 6/2 2-2 x HEADER 6/0 x /0 ' CLG. LINE 6/0 11'-4" 4'-5" 11'-" 6'-" SLOPE CEILING 6/ SLOPE CEILING 6/ 4" X 10'" 9'-2" 4'-4" HALL DESIGN - 60 # / S. F. 4'-" 2 X 6 EXT. WALLS 5'-0" FLAT CEILING - 17' HIGH 3-2 X 6 L. P. 3-2 X 6 L. P. ' CLG. LINE 6/0 X 7/0 C. O 2 X " O/C - LOAD WALL 6/0 X 7/0 C. O 2-1 3/4" X 11 1/4" / L V L HEADER FOYER 1 X 10'-" DESIGN - 60 # / S. F /4" X 9 1/4" L V L NO STEP UP PORCH ' X ' CONC. FIN. W/ OPT. BRICK PAVER FIN. 2 X C. 2 X 2-2 X HEADER 16" BRICK STEP 2-2 x HEADER BAR H. 42" BAR H. 1" VERT. GRAB BAR INSTALL BOTT. 39" AFF 6'-0" RAD. HANDICAP BATH HANDICAP CONC. RAMP 14" RISE SLOPE HANDICAP RAMP :1 FAMILY ROOM 50' X 25' DESIGN # / S. F. LAV. X 6/2 5/" TYPE X ( ONE HOUR ) U 3.05 VINYL 44" HIGH W/ W. I. 3" O/C 2-1 3/4" X 11 1/4" / L V L HEADER 5" X 5" VINYL COL. 4" H. UP 16r 5/" TYPE X ( ONE HOUR ) U 3.05 LANDING '-4" X '-10" LANDING 6'-0" DN 16r 16" 5/" TYPE X ( ONE HOUR ) U '-6" '-0" MASTER BEDROOM # 1 11'-4" 1 X 10'- DESIGN - 30 # / S. F. 3-2 X 6 L. P. 4'-2" " STEP UP SOPE CLG. W.I.C. X 5'-" 4'-4" 6'-" 4'-10" STORAGE 15'-" FLAT CLG. ' H. 15' X 15' 11'-" '-0" X 6/2 X 6/2 E. E. W. E. E. W. W.I.C. X 4'-" OFFICE 4" 14'-" X 4'-" DESIGN - 60 # / S. F /4" X 11 1/4" 15'-2" 5'-10" BATH # 3 6'-4" 2/ BEDROOM # 2 1 X 13'-" PED 10'-" X 6'-0" DESIGN - 30 # / S. F. 14'-" '-0" X /0 TWIN X 6/2 TWIN X 6/2 2 X C. 2 X COVERED WALK 7' X 5' 406 S. F. BRICK FIN. L V L BAND L V L BAND ( ROOF LOAD ) 5'-6" 1 5'-6" '-0" 10'-4" 21'-4" 6'-" 3'-" N FIRST FLOOR 26 S. F. SECOND FLOOR 1000 S. F. BASEMENT 2600 S. F. TOTAL 62 S. F. 9', ' & 17' CEILING 2 x 6 EXT. WALLS SET TOP OF WINDOWS ' A.F.F. - 2 ND. FLOOR E. E. W. EXIT. WINDOW 5/" TYPE X GYPSUN BOARD - STAIR WELL U 3.05 PHIL'S DESIGN INC. (336) FEB FIRST FLOOR PLAN 6'-" '-0" 6'-0" 29'-4" '-" '-10" 15'-10" 15'-10" 6'-10" 1/4"= 4 OF
5 ' CLG. LINE connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud 11'-4" 30'-" E.E.W. X 5/2 4'-6" 2/0 2/0 X 5/2 E.E.W. 2'-5" 16'-6" 26'-0" 2 X " O/C LOAD WALL BEDROOM # 3 15'-6" x 15'-0" DESIGN - 30 # / S. F. ' CLG. LINE 5' H. WALL PORCH LINE BELOW DOUBLE T J I EA. SIDE DORMER 60" 4'-6" T/S 5'-4" BATH # 4 10'-" X '-4" ' H. WALL 6'- 6" H. 5'-10" 3'-11" X 5/2 21'-6" 15'-10" 15'-10" 42" PED ONE HR. WALL 5/" TYPE X ( ONE HOUR ) U /" TYPE X ( ONE HOUR ) U 3.05 OPEN TO BELOW '-10" DN 16r 5/" TYPE X ( ONE HOUR ) U 3.05 HALL 42" 42" 3'-0" 3'-10" BATH # 5 10'-" X '-4" 11'-7" UP 5r 5' H. WALL 16'-" 15'-" 2/0 2/0 T/S 60" ' CLG. LINE X 5/2 X 5/2 2 X C. 16 " O/C ' H. FLAT CEILING LINE 5' H. WALL ' CEILING LINE WALL BELOW STORAGE FIN. FL. + ' CEILING 14'-" X 2 WALL BELOW SLOPE CLG. BELOW SEE FIRST FL. PLAN BEDROOM # 4 15'-6" x 15'-0" DESIGN - 30 # / S. F. E.E.W. '-4" 5' H. WALL 6'-10" X 3/2 X 3/2 26'-0" PORCH LINE BELOW 10'-4" 21'-4" 10'-4" SECOND FLOOR 1000 S. F. ' CEILING E. E. W. EXIT. WINDOW 5/" TYPE X GYPSUN BOARD - STAIR WELL U 3.05 PHIL'S DESIGN INC. (336) FEB SECOND FLOOR PLAN 1/4"= OF 7 62
6 7" FOUNDATION NOTES: 1. ASSUMED SOIL BEARING PRESSURE IS 2,000 PSF ON FIRM UNDIS- TRIBUTED SOIL OR COMPACTED FILL MATERIAL. ALL CONC. FOOTINGS SHOULD EXTEND BELOW FROST LINE PER LOCAL BUILDING CODE. 2. FILL MATERIAL SHALL BE FREE OF ROOTS, WOOD, AND OTHER ORGANIC MATERIAL. MATERIALS USED FOR FILL BELOW FOOTINGS AND WITHIN BUILDING LIMITS SHALL BE TESTED AND APPROVED FOR USE BY AN APPROVED TESTING AGENCY. 3. FILL SHALL BE PLACED IN LIFTS NO GREATER THAN INCHES AND COM- PACTED TO 95 PERCENT OF THE OPTIMUM DENSITY AS DEFINED BY ASTM D UTILITY LINES SHALL NOT BE PLACED THROUGH BUILDING FOUNDATIONS WITHOUT THE STRUCTURAL ENGINEER'S APPROVAL. CONCRETE NOTES; 1. ALL CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE *ACI 31-95* 2. ALL CONCRETE SHALL HAVE ASTM C-33 AGGREGATE WITH MAXIMUM UNIT WEIGHT OF 150 PCF. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI AT 2 DAYS, MIN. REINFORCING STEEL; 1. REINFORCING STEEL SHALL BE BILLET STEEL, DEFORMED BARS CON- FORMING TO ASTM A-615, GRADE CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE IN AC- CORDANCE WITH THE FOLLOWING SCHEDULE UNLESS OTHERWISE NOTED; A. FOOTINGS AND GRADE BEAMS 3 INCHES B. SLABS ON GRADE 1-1/2 INCHES GENERAL NOTES; 1" 7" DETAIL D-1 N.T.S. NOTE: USE 5/" TYPE X GYPSUM BOARD - FOR STAIR WELL U 3.O5 ORANGE COUNTY 90 M. P. H. Wind zone ZONE 4 - INSULATION VALUE 4" X 4" X.250 STEEL COL. 1/2" o HOLE TOP OF COL. & 9/16" o HOLE BOTT. OF COL. 4 RER 1. FINISHED FLOOR ELEVATION IS AT 0'-0" UNLESS OTHERWISE NOTED. WELDED WIRE FABRIC ON 4 INCH GRAVEL BASE AND 6 MIL VAPOR BARRIER. 2. SLAB ON GRADE IS 4 INCH NORMAL WEIGHT CONCRETE WITH 6"X6" W1.4XW CONTROL JOINTS IN CONCRETE SLABS SHAL BE SAUT. CONSTRUCTION JOINTS SHALL BE FORMED WITH KEYED METAL EDGE FORM MATERIAL OR EQUIVALENT. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES AND REGULATIONS. 1/4" 7" X 7" X 1/2" STEEL EA. END STEEL COL. '-0" 5'-0" GALV. CLIP EA. RAFTER 2 X 4 NAIL BLK. EA SIDE TJI 2 X 6 BLOCKING 2 X 6 5/4" OSB RIM BOARD 1" AIR SPACE 1/2 " O S B WALL SH. " 2'-6" 2'-" ' - 2 X 6 2 X X TOP TR. 2 X R - 5 PREM. INSUL. 2'-0" 6 '-0" 1 " C.M.U. FILL W/ CONC P S F MIN. SOIL 2 X CEILING 5'-0" FLAT CEILING 26'-0" 1 1'-0" '-" 7'-" '-0" 2 X 24" O/C 4" WASHED STONE 2 X 6 2 X 4 BLK. EA. SIDE TJI '-0" 3 - # 4 BAR 24" X " CONC. FTG. W/ REINF. AS SHOWN 2 X C. 4" WASHED STONE R - 3 INSULATION 2 X 10 NAILER BLK 2 X 10 BLOCK BEDROOM # 3 2 X 6 GALV. BRICK TIES 16" VERT. - 24" HORZ. ( TYP. ) 1/2" O S B WALL SH. FLASHING ( CONT ) WEEP 4" O/C 2 X BLOCK NAILER SHINGLES 2 X 6 STUD WALL 2 X 6 SQUASH BLK. 9' - 2 X STUD 2 X STUD 30" X " COND. FTG. 1/2" O S B ROOF SH. T J I OFFICE CEILING LINE SEE FAMILY ROOM 2 X 6 SQUASH BLK. 1 PLY 1" L V L 2 PLY 24" L V L RIDGE OR - 1 PLY 11 1/4" L V L R - 3 INSULATION - DESIGN & SEAL BY MFGR. 9' - 2 X 6 STUD BEDROOM # 6 BEDROOM # 6 " O/C 4" REINF. CONC. SLAB ( 3000 PSI ) TR. 2 X # 4 BAR 24" O/C 24" X " CONC. FTG. W/ REINF. AS SHOWN SECTION RIDGE VENT - CONT 2 X 16" O/C 2 X NAIL BAND BLOCK 3/" = 2 X 6 COLLAR 2 X 2 X 16" O/C 2 x NAILER ( BLOCK ) 2 X NAIL BLOCK 2 X 6 1/2" O S B ROOF SH. T J I 9' - 2 X 6 " O/C 2 X 6 SQUASH BLK. 9' - 2 X 6 STUD " O/C TR. 2 X 6 FOYER UTILITY AREA 2 X RIDGE - TIE TO T J I ROOF SYSTEM GALV. CLIP EA. RAFTER 2 X 6 2 X NAILER BLOCK 2 X 6 SQUASH BLK. 2 X 4 TR. 24" O/C 2 X 6 2 X 6 TR. 2 X 2 X 4 BLK. EA. SIDE TJI 2 X 1/2" X 6" GALV. ANCHOR - 32" O/C " 16" O/C VERT. 3 - # 4 BAR 30" X " CONC. FTG. " " TRIM 2 X -FOR BOXING 2 X 6 BRICK LINE 2 X 6 CORNER - TIE TO TOP 2 X 4 NAIL BLK. EA SIDE TJI 2 X 6 5/4" OSB RIM BOARD FLASHING 2 X 4 BOXING 2 X - CONNECT TO ROOF SYSTEM INSULATE DORMER WALLS W/ R-15 CLG. LINE 2 X 6 BLOCKING WEEP 4" O/C " SOLID BEARING ONE # 5 BAR 24" ' C.M.U. - FILL SOLID W/ CONC. SEC. FLOOR LINE CLG. LINE CLG. LINE FIN BSMT FL LINE '-0" connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud PHIL'S DESIGN INC. (336) /4"= FEB CROSS SECTION OF 7 62
7 FOUNDATION NOTES: 1. ASSUMED SOIL BEARING PRESSURE IS 2,000 PSF ON FIRM UNDIS- TRIBUTED SOIL OR COMPACTED FILL MATERIAL. ALL CONC. FOOTINGS SHOULD EXTEND BELOW FROST LINE PER LOCAL BUILDING CODE. 2. FILL MATERIAL SHALL BE FREE OF ROOTS, WOOD, AND OTHER ORGANIC MATERIAL. MATERIALS USED FOR FILL BELOW FOOTINGS AND WITHIN BUILDING LIMITS SHALL BE TESTED AND APPROVED FOR USE BY AN APPROVED TESTING AGENCY. 3. FILL SHALL BE PLACED IN LIFTS NO GREATER THAN INCHES AND COM- PACTED TO 95 PERCENT OF THE OPTIMUM DENSITY AS DEFINED BY ASTM D UTILITY LINES SHALL NOT BE PLACED THROUGH BUILDING FOUNDATIONS WITHOUT THE STRUCTURAL ENGINEER'S APPROVAL. CONCRETE NOTES; 1. ALL CONCRETE CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT ACI BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE *ACI 31-95* 2. ALL CONCRETE SHALL HAVE ASTM C-33 AGGREGATE WITH MAXIMUM UNIT WEIGHT OF 150 PCF. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3,000 PSI AT 2 DAYS, MIN. REINFORCING STEEL; 1. REINFORCING STEEL SHALL BE BILLET STEEL, DEFORMED BARS CON- FORMING TO ASTM A-615, GRADE CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE IN AC- CORDANCE WITH THE FOLLOWING SCHEDULE UNLESS OTHERWISE NOTED; A. FOOTINGS AND GRADE BEAMS 3 INCHES B. SLABS ON GRADE 1-1/2 INCHES GENERAL NOTES; 1. FINISHED FLOOR ELEVATION IS AT 0'-0" UNLESS OTHERWISE NOTED. WELDED WIRE FABRIC ON 4 INCH GRAVEL BASE AND 6 MIL VAPOR BARRIER. 2. SLAB ON GRADE IS 4 INCH NORMAL WEIGHT CONCRETE WITH 6"X6" W1.4XW CONTROL JOINTS IN CONCRETE SLABS SHAL BE SAUT. CONSTRUCTION JOINTS SHALL BE FORMED WITH KEYED METAL EDGE FORM MATERIAL OR EQUIVALENT. 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL CODES AND REGULATIONS. NOTE: USE 5/" TYPE X GYPSUM BOARD - FOR STAIR WELL U 3.O5 ORANGE COUNTY 90 M. P. H. Wind zone ZONE 4 - INSULATION VALUE '-0" '-0" GALV. CLIP EA. RAFTER 2 X 4 NAIL BLK. EA SIDE TJI 2 X 6 BLOCKING 2 X 6 5/4 OSB RIM BOARD GALV. BRICK TIES 16" VERT. - 24" HORZ. ( TYP. ) 5/4" OSB RIM BOARD 1/2" O S B WALL SH. 1" AIR SPACE 1/2 " O S B WALL SH. FLASHING ( CONT ) WEEP 4" O/C " 2 X BLOCK NAILER 2'-6" 2'-" 2 X 6 SHINGLES ' - 2 X 6 2 X 6 STUD WALL 2 X 6 2 X 6 SQUASH BLK EA SIDE T J I ( TYP.) 2-2 X TOP 9' - 2 X STUD 2 X STUD 2 X TR. 2 X R - 5 PREM. INSUL. 2'-0" 1 " C.M.U. FILL W/ CONC. 30" X " COND. FTG P S F MIN. SOIL '-0" 5'-0" 2 X 4 1/2" O S B ROOF SH. T J I T J I INSTALL NAILER BLOCK ON EA. SIDE T J I UNHEATED STORAGE FLOOR 3/4" T & G FLOOR L V L GIRDER DESIGN & SEAL BY MFGR. 4" X 4" X.250 STEEL TUBE COL. 3 EA. BOLT - 4 ea. 4 # 4 BAR EACH WAY OFFICE AREA 26'-0" 2 X C. T J I DESIGN & SEAL BY MFRG. 1/4 2 PLY 24" L V L RIDGE 2 X 6 2 X 6 SQUASH BLK EA SIDE T J I ( TYP.) X X " CONC. FTG. W/ REINF. AS SHOWN C/L '-0" SECTION 2 X 4 7" X 7" X 1/2" STEEL W/ 4 EA. 1/2" o HOLES FOR 7/16" X 4" LAG BOLTS EA. COL. 7" X 7" X 1/2" STEEL W/ 4 EA. 9/16" o HOLES FOR EA COL. 4" WASHED STONE '-0" '-" 7'-" 2 PLY 16" L V L HEADER SLOPE CEILING 24" O/C RIDGE VENT - CONT 2 X X 6 TOP 2 X 16" O/C SEE FIEST & SEC. FL. PLAN FOR SLOPE CLG. & STEP LOCATION 2 X 6 DINING ROOM 2 X NAIL BAND BLOCK 4" REINF. CONC. SLAB ( 3000 PSI ) 3/" = 2 X 6 COLLAR 2'-0" 2 X 2 X 16" O/C 2 x NAILER ( BLOCK ) 2 X NAIL BLOCK 2 X 6 2 X 4 BLK. EA. SIDE TJI T J I 5/4 OSB RIM BOARD 1/2" O S B ROOF SH. '-0" 3 - # 4 BAR 24" X " CONC. FTG. W/ REINF. AS SHOWN 2 X C. 9' - 2 X 6 " O/C 2 X 6 SQUASH BLK EA SIDE T J I ( TYP.) 9' - 2 X 6 STUD " O/C TR. 2 X 6 BEDROOM # 4 KITCHEN BEDROOM # 2 4" WASHED STONE 2 X RIDGE - TIE TO T J I ROOF SYSTEM R - 3 INSULATION GALV. CLIP EA. RAFTER 2 X 4 TR. 24" O/C 2 X 6 2 X 6 TR. 2 X 2 X 2 X 6 2 X 6 2 X NAILER BLOCK 2 X 4 BLK. EA. SIDE TJI 2 X 6 SQUASH BLK EA SIDE T J I 1/2" X 6" GALV. ANCHOR - 32" O/C " 16" O/C VERT. 3 - # 4 BAR 30" X " CONC. FTG. " " TRIM 2 X -FOR BOXING 2 X 6 BRICK LINE 2 X 6 CORNER - TIE TO TOP 2 X 4 NAIL BLK. EA SIDE TJI 2 X 6 5/4" OSB RIM BOARD FLASHING 2 X 4 BOXING 2 X - CONNECT TO ROOF SYSTEM INSULATE DORMER WALLS W/ R-15 CLG. LINE 2 X 6 BLOCKING WEEP 4" O/C " SOLID BEARING ONE # 5 BAR 24" ' C.M.U. - FILL SOLID W/ CONC. SEC. FLOOR LINE FIN BSMT FL LINE '-0" connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud PHIL'S DESIGN INC. (336) /4"= FEB CROSS SECTION OF 7 62
8 S 02d 27' 17" W ' N connected w/ 5/" dia. galv. )All garages sheetrock ceilings & stud N 4d 30'06" E 419.4'.60 AC. DB 4964 P. 451 PIN : TAX MAP : ' PROPOSED SEPTIC AREA SEPTIC REPAIR AREA N 62d 2' 55" W 17.4' PHIL'S DESIGN INC. (336) PROPJECT # CB TOTAL IMPERVIOUS - 22,503 S. F. PARKING 25 SPACE 1 HANDICAP SPACE 26 TOTAL 150.0' 60'-0" PROPOSED WELL 17.5' 2 PORCH PROPOSED DWELLING ' X 1' CONC HANDICAP APRON HANDICAP SIGN CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP GRAVEL PARKING AREA CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP CONC. BUMP PORCH 153.0' 133' 140' PROPOSED 24' GRAVEL DRIVE 200.0' N 46d 41' 43" W ' C/L WEST TEN ROAD S. R N 31d 13' 2" W 49.39' FEB N 02d 37' 59"E 7.5' SITE PLAN PROPJECT # CB " = 40.0' 130' S 53d 30'27" E ' SITE PLAN 1" = 40.0' S1 OF