1. 1. NORTH ELEVATION SCALE: 1/4" = 1'-0" 2 date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 exterior elevations A2.1 1/4"= 1'-0" FIXEDFIXED LM I G F D C A3 A3.2 2 A3.2 1 A3.1 1 A3.2 13'-0"SIDEYARD SETBACK PROPERTY LINE FIXED FIXED (N) SHT. MTL. GUTTERS AND DOWN SPOUTS (E) ROOF TO REMAIN, (N) METAL ROOFING ___________ ? GARAGE DOOR STONE FINISH PLAST-1 STONE FINISH PLAST-1 STONE FINISHSTONE FINISH FIREPLACE (E) ROOFS TO REMAIN, (N) METAL ROOFING (N) SHT. MTL. SHROUD T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" 13'-10"A.A.G. (E) CHIMNEY TO REMAIN (E) SKYLIGHT TO REMAIN (N) CMU WALL W/ SMOOTH TROWEL STUCCO FINISH METER / PANEL ENCLOSURE T.O. (E) PARAPET 14'-2 1/2" V.I.F. MAX 2'-0" PLASTER-1 (E) ROOF HEIGHT 16' PER PERMIT # 580164 (E) ROOF HEIGHT 22' PER PERMIT # 860039 FOUNTAIN LIGHT FIXTURES TYP. @ EXT. DOORS LIGHT FIXTURES TYP. @ EXT. DOORS SPARK ARRESTOR FIXED FIXED FIXED FIXED PLAST-1 SMOOTH TROWEL PLASTER 1 A3.8 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 1 3 A3.2 K L MJIHGFEDCBA 2 A3.2 1 A3.1 1 A3.2 FIXED (N) STEPS STONE FINISH STONE FINISH PLASTER-1 PLASTER-1 SLOPE TOP OF WALL TO 42" ABOVE NOSINGS MIN 3'-6" MIN 3'-6" FIXED T.O. TENNIS COURT SLAB - 4'-0 1/2" V.I.F. T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" 13'-10"A.A.G. 3'-0" MIN SPARK ARRESTOR (N) SHT. MTL. SHROUD (E) CHIMNEY TO REMAIN (N) SKYLIGHT (N) SHT. MTL. GUTTERS AND DOWN SPOUTS (E) ROOF TO REMAIN, (N) METAL ROOFING (E) SKYLIGHT(E) ROOFS TO REMAIN, (N) METAL ROOFING (N) SPIRAL STAIR (N) RETAINING WALL(N) RETAINING WALL (E) RETAINING WALL, SANDBLAST STUCCO & APPLY SMOOTH STUCCO @ SPORTSCOURT (N) GUARD PER CBC SECTION 1013 2'-6" MAX T.O. PARAPET 12'-9 1/2" V.I.F. T.O. (E) PARAPET 14'-2 1/2" V.I.F. T.O. (N) PARAPET 13'-4" MAX 2'-0" PLASTER-1 STONE VENEER LOWER GRADE FIXED (N) STEPS STONE FINISH (E) ROOF HEIGHT 16' PER PERMIT # 580164 LIGHT FIXTURES TYP. @ DOORS MIN 3'-0" (E) ROOF HEIGHT 22' PER PERMIT # 860039 (E) FENCE TO REMAIN 9 A5.2 FIXED (N) CMU PLANTER, SMOOTH TROWEL STUCCO (N) CMU PLANTER, SMOOTH TROWEL STUCCO FINISH 2 A3.7 3 A3.9 DRYER VENTDRYER VENT ELEVATION NOTES: FOR AVERAGE GRADE CALCULATION, SEE A1.0 & SURVEYS 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
2. 2. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 exterior elevations A2.2 1/4"= 1'-0" 1 3 5 8 10 11 13 152 A3.1 FIXED 3 A3.1 FIXED PLAST-1 PLAST-1 PLAST-1 SPARK ARRESTOR (N) SHT. MTL. SHROUD (E) CHIMNEY TO REMAIN (E) CHIMNEY TO REMAIN(E) ROOFS TO REMAIN, (N) METAL ROOFING (N) SHT. MTL. GUTTERS AND DOWN SPOUTS (E) ROOF RO REMAIN, (N) METAL ROOFING (E) SKYLIGHT TO REMAIN STONE VENEER T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" 13'-10"A.A.G. 16 OPENINGS MUST BE < 15% OF TOTAL WALL AREA FOR WALLS < 5'-0" & > 3'-0" AWAY FROM THE PROPERTY LINE CALCULATION: WALL AREA = 27.5' x 13.8' = 379 SF OPENING AREA = 8' x 2' = 16 SF 16 SF / 379 SF = .042 = 4.2% < 15.0% MAX 2'-0" SPARK ARRESTOR (N) MTL. SHROUD 2'-0" MAX (E) SKYLIGHT, REPLACE WITH (N) SKYLIGHT METER / PANEL ENCLOSURE PLAST-1 PLASTER-1 STONE FINISH (E) ROOF HEIGHT 22' PER PERMIT # 860039 CMU WALL STUCCO FINISH WROUGHT IRON FENCE (E) ROOF HEIGHT 16' PER PERMIT # 580164 SMOOTH TROWEL STUCCO 4 A3.4 3 A3.4 WEST ELEVATION SCALE: 1/4" = 1'-0" 2 EAST ELEVATION SCALE: 1/4" = 1'-0" 1 ELEVATION NOTES: FOR AVERAGE GRADE CALCULATION, SEE A1.0 & SURVEYS GARAGEMUD ROOM 15 14 11 10 9 8 4 2 12 A3.1 DISH- WASHER FIXED 3 A3.1 (E) ROOFS TO REMAIN, (N) METAL ROOFING PLAST-1 PLAST-1 PLASTER-1 (N) SHT. MTL. SHROUD SPARK ARRESTOR STONE FINISH (N) PORTION OF RETAINING WALL (N) STEPS BEYOND, STONE FINISH DRW DRW DRW DRW FIXED FIXED T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" 13'-10"A.A.G. (E) CHIMNEY TO REMAIN (E) CHIMNEY TO REMAIN (E) SKYLIGHT TO REMAIN (N) GRADE BEYOND 2'-6" MAX MAX 2'-0" SPARK ARRESTOR (N) SHT. MTL. SHROUD MAX PLAST-1 (N) SKYLIGHT (E) RETAINING WALL TO REMAIN, SANDBLAST AND REFINISH W/ (N) SMOOTH TROWEL STUCCO 2'-0" FIXED 16 (E) ROOF HEIGHT 16' PER PERMIT # 580164 AC UNITS EQPT. PAD PLASTER-1 (N) FOUNTAIN (N) CMU WALL W/ SMOOTH TROWEL STUCCO FINISH WROUGHT IRON FENCE (E) FENCE TO REMAIN (MIN. 3'-6" ABV. GRADE) U.C. REFRIG. DRW DRW DRW DRW (N) SLAB ON GRADE @ MOTOR COURT LIGHT FIXTURES TYP. @ EXTERIOR DOORS (N) WATERPROOFING BEHIND WALL, INSTALL (N) PREF. DRAIN AND GRAVEL SMOOTH TROWEL STUCCO 2 A3.6 1 A3.6 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
3. 3. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 exterior elevations A2.3 1/4"= 1'-0" FIXED 2 A3.1 124671215 14 3 A3.1 (N) PORTION OF RETAINING WALL (N) SPIRAL STAIR (N) PORTION OF RETAINING WALL AT CORNER PLAST-1 (N) SHT. MTL. GUTTERS AND DOWN SPOUTS (E) ROOF TO REMAIN, (N) METAL ROOFING 3'-6" MIN T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" 13'-10"A.A.G. 3'-0" MIN (N) MTL. SHROUD SPARK ARRESTOR (E) CHIMNEY TO REMAIN (N) GRADE BEYOND 2'-6" MAX (N) SKYLIGHT (E) ROOFS TO REMAIN PLASTER-1 16 2'-0" (E) RETAINING WALL TO REMAIN, SANDBLAST AND REFINISH W/ (N) SMOOTH TROWEL STUCCO (E) FENCE TO REMAIN (E) ROOF HEIGHT 22' PER PERMIT # 860039 (E) SKYLIGHT TO REMAIN (E) ROOF HEIGHT 16' PER PERMIT # 580164 (E) CHIMNEY TO REMAIN T.O. (E) PARAPET 14'-2 1/2" V.I.F. SHT. MTL. DS. SHT. MTL. DS. SHT. MTL. DS. LIGHT FIXTURES TYP. @ EXT. DOORS LIGHT FIXTURES PLAST-1 (N) SLAB ON GRADE @ MOTOR COURT (N) WROUGHT IRON FENCE PLASTER-1 (N) FOUNTAIN (N) CMU WALL W/ SMOOTH TROWEL STUCCO FINISH (E) RETAINING WALL TO REMAIN SHT. MTL. DS. WEEP SCREED SHT. MTL. DS. FIRE SPRINKER VALVE WEST ELEVATION SCALE: 1/4" = 1'-0" 1 EAST ELEVATION SCALE: 1/4" = 1'-0" 2 ELEVATION NOTES: FOR AVERAGE GRADE CALCULATION, SEE A1.0 & SURVEYS GARAGE MUD ROOM 2 A3.1 2 4 7 123 A3.1 (N) SHT. MTL. GUTTER SLOPE TOP OF WALL @ 42" ABV. NOSINGS (N) HANDRAIL @ 36" ABV. NOSINGS PLAST-1 3'-6" T.O. TENNIS COURT SLAB - 4'-0 1/2" V.I.F. T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" 13'-10"A.A.G. 3'-0" MIN (N) SPIRAL STAIR 3'-6" MIN (E) FENCE TO REMAIN 3'-0" 3'-6"MIN. PLAST-1 T.O. (E) PARAPET 14'-2 1/2" V.I.F. (E) ROOF TO REMAIN, (N) METAL ROOFING (E) ROOF HEIGHT 22' PER PERMIT # 860039 SHT. MTL. DS.AC UNITS EQPT. PADSTUCCO PARAPET (N) SLAB ON GRADE @ MOTOR COURT (N) WROUGHT IRON FENCE SHT. MTL. DS. LIGHT FIXTURES TYP. @ EXT. DOORS 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
4. 4. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 sections A3.1 1/4"= 1'-0" 2 A3.2 3 A3.2 G I L MEDIA ROOM GARAGE GYM BATH SLOPE ROOF TO DRAINS ROOF DRAIN & OVERLFLOW T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" 4 A3.8 SIM. LIVING ROOM DINING ROOM GUEST SUITEKITCHENPOWDER ROOM BEDROOM 1 A3.2 1 A3.1 2 A3.2 3 A3.2 A C D F G H I K L M 2 A3.9 1 A3.7 1 A3.4 SIM. J T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" HALLWAY BREAKFAST ROOM GUEST BATH 3'-6" SLOPE T.O. WALL 42" ABV. STAIR NOSING (N) EQPT. PAD EQUIPMENT NOT TO EXCEED PARAPET HEIGHT EXT. LIGHT SWITCH COPPER DRYER VENTSCOPPER DRYER VENTS (N) STUCCO (N) ROOF DRAIN (N) DOWN SPOUTS SIM.1 A3.9 ENTRYHIS STUDYPLAYROOM ENTRYOUTDOOR LIVING 15 14 11 10 8 32 A3.1 2 A3.5 3 A3.3 3 A3.1 516 T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" T.O. WALL 6'-6" (N) CMU PLANTER WALL STUCCO FIN. 3 A3.5 SECTION C SCALE: 1/4" = 1'-0" 3 KEY: EXISTING TO BE DEMOLISHED SECTION B SCALE: 1/4" = 1'-0" 2 SECTION A SCALE: 1/4" = 1'-0" 1 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
5. 5. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 sections A3.2 1/4"= 1'-0" GYM 4 12671214 2 A3.1 3 A3.7 SIM.3 A3.9 3 A3.8 2 A3.8 3 A3.1 (N) TIES PER STRUCT. DWGS. REMOVE DROP CLG. & FINISH CLG. AT ROOF RAFTERS (N) SOFFIT FOR DUCTWORK STONE ROOF TERRACE (N) GUARDRAIL GARAGE 16 T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" T.O. WALL 6'-6" GUEST SUITE GUEST SUITE STAFF BEDROOM SERVICE HALL OPENING HEIGHT + 30" KEY: EXISTING TO BE DEMOLISHED SECTION F SCALE: 1/4" = 1'-0" 3 SECTION E SCALE: 1/4" = 1'-0" 2 SECTION D SCALE: 1/4" = 1'-0" 1 LIVING ROOMFAMILY ROOM BUTLER'S PANTRY KTICHEN 15 11 10 814 9 4 12 A3.1 4 A3.5 2 A3.3 3 A3.1 ROOF MOUNTED DUCT WORK PROVIDE CODE REQUIRED VENTILATION TO ATTIC SPACES 16 T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" T.O. WALL 6'-6" HALL MASTER BEDROOM GALLERY HALL PLAYROOM HALL BEDROOM 15 11 10 8 313 2 A3.1 1 A3.3 3 A3.1 PROVIDE CODE REQUIRED VENTILATION TO ATTIC SPACES PROVIDE CODE REQUIRED VENTILATION TO ATTIC SPACES 5 T.O. SLAB 0'-0" T.O. PARAPET PLATE 11'-10" T.O. PARAPET PLATE 13'-4" AVE. GRADE - 0'-6" HER CLOSET 1 A3.5 16 STORAGE 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
6. 6. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 wall sections A3.3 1 1/2"= 1'-0" 3 (E) FOOTING V.I.F. (E) CONCRETE SLAB CARPET FLOOR (E) ROOF RAFTERS V.I.F. (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING CANT STRIP (E) PARAPET WALL GWB.GWB. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER DRIP MOLD (N) HEADER PER STRUCT. DWGS. SHADOW MOLD WOOD TRIM AT DOOR FRAME FUR OUT (E) WALL AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 8'-0 1/4" V.I.F. REMOVE (E) GUTTER AND TRIM BATT INSUL. (E) FRAMING PER STRUCT. DWGS. ALUMINUM DOORS POWDER COAT FINISH NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. (E) HEADER PER STRUCT. DWGS. V.I.F. BUILD (N) PARAPET AROUND (E) PARAPET CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 17 A5.5 SIM. 7 A5.2 14 A5.5 MR. LIVING ROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 2ENTRY WALL SECTION SCALE: 1 1/2" = 1'-0" 3 1 (N) FOOTING PER STRUCT. DWGS. (N) CONCRETE SLAB OVER 4" GRAVEL BED (N) 2x6 PARAPET SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER STONE SLAB FIN. OVER MORTAR BED CANT STRIP 1/2" PLYWOOD SHEATHING CONTINUOUS CUSTOM SHEET METAL PARAPET CAP OVER CONTINUOUS BITUTHENE WP. MEMBRANE MODIFIED BITUMEN CLASS A ROOFING SHADOW MOLD WOOD TRIM AT DOOR FRAME TOP OF PARAPET BEYOND RIP STRIPS CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. BATT INSULATION AVE. GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 11'-3" CONTINUOUS TRENCH DRAIN SLOPE 1/8" PER FT. FURRING (N) HEADER PER STRUCT. DWGS. GWB.GWB. (N) FRAMING PER STRUCT. DWGS. DRIP MOLD ALUMINUM DOORS POWDER COAT FINISH (N) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED 7 A5.2 10 A5.4 MR. 9 A5.4 MR. AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 9'-10 1/4" (N) CONCRETE SLAB OVER 4" GRAVEL BED (N) FOOTING PER STRUCT. DWGS. SMOOTH TROWEL STUCCO STONE SLAB FIN. OVER MORTAR BED 1/2" PLYWOOD SHEATHING TOP OF SLOPE BEYOND CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. (N) FRAMING PER STRUCT. DWGS. CANT STRIP (N) PARAPET MTL. DRIP MOLD T.O. PARAPET BEYOND CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER (N) FOOTING PER STRUCT. DWGS. SLOPE 1/8" PER FT. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER STUCCO SOFFIT (N) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED ENTRY DOOR DEMOLISH (E) ROOF FRAMING & TRELLIS GWB. 7 A5.2 MR. 6 A5.2 2 A5.4 MR. 1 A5.4 MR. KID'S BEDROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 1 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
7. 7. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 wall sections A3.4 1 1/2"= 1'-0" A (E) FRAMING PER STRUCT. DWGS. GWB. (E) FOOTING V.I.F. (E) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED A 1 HR. RATED EXTERIOR WALL SHALL COMPLY W/ ITEMS 15-1.3 & 15-1.12 WITHIN CBC TABLE 720.1(2) 2007 (E) ROOF RAFTERS (E) PARAPET WALL CANT STRIP (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING BUILD (N) PARAPET AROUND (E) PARAPET 1/2" PLYWOOD SHEATHING SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 8'-0 1/4" V.I.F. (E) WALL FRAMING BATT INSUL. FUR OUT (E) WALL SEE SCHEDULE FOR WALL FINISH STONE TILE FIN. OVER MORTAR BED NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. ALUMINUM WINDOW POWDER COAT FINISH STONE TILE FIN. OVER MORTAR BED CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE (N) HEADER PER STRUCT. DWGS. DRIP MOLD REMOVE (E) GUTTER AND TRIM BATT INSUL. 7 A5.2 5 A5.3 5 A5.3 13 A5.1 1/2" PLYWOOD SHEATHING BUILD (N) PARAPET AROUND (E) PARAPET 11 (E) FOOTING V.I.F. (N) CONCRETE SLAB OVER 4" GRAVEL BED DRIP MOLD (E) FRAMING PER STRUCT. DWGS. (N) MODIFIED BITUMEN ROOFING TO (E) SHEATHING CANT STRIP (E) PARAPET WALL BATT INSUL. (N) CEILING FRAMING WOOD TRIM AT DOOR FRAME SHADOW MOLD AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 9'-8 3/4" V.I.F. NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER BATT INSUL. (N) HEADER PER STRUCT. DWGS. GWB.GWB. CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE REMOVE (E) GUTTER AND TRIM ALUMINUM DOORS POWDER COAT FINISH STONE SLAB FIN. OVER MORTAR BED (E) CONCRETE SLAB WOOD FLOOR 7 A5.2 MR. 14 A5.5 MR. 13 A5.5 MR. SHADOW MOLD WOOD TRIM AROUND WINDOW (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING CANT STRIP (E) SKYLIGHT CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. (N) SHEATHING BATT INSULATION (E) WALL FRAMING SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER DRIP MOLD (N) HEADER PER STRUCT. DWGS. GWB.GWB. (E) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED (E) FOOTING V.I.F. AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. SKYLIGHT V.I.F. T.O. PLATE 12'-8 1/4" V.I.F. (E) FRAMING PER STRUCT. DWGS. REMOVE (E) TRIM MTL. DEMOLISH (E) ROOF ALUMINUM WINDOW POWDER COAT FINISH DEMOLISH (E) NICHE (N) CONCRETE SLAB OVER 4" GRAVEL BED STONE SLAB FIN. OVER MORTAR BED SLOPE 1/8" PER FT. DEMOLISH (E) SOFFIT 6 A5.2 14 A5.3 13 A5.3 B (E) FOOTING V.I.F. (E) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED (N) BATH TUB DRIP MOLD (N) HEADER PER STRUCT. DWGS. AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 11'-2 1/4" 1/2" PLYWOOD SHEATHING CANT STRIP MODIFIED BITUMEN CLASS A ROOFING (N) CEILING FRAMING PER STRUCT. DWGS. DEMOLISH (E) ROOF (N) FRAMING PER STRUCT. DWGS. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. THERMAL INSULATION AT ALL EXTERIOR WALLS, TYP. (E) WALL FRAMING (N) BUILT-IN CASEWORK GWB. (N) ROLL-UP WINDOW SHADING SYSTEM REMOVE (E) TRIM STONE SLAB FIN. OVER MOTAR BED BATT INSUL. GWB. ALUMINUM WINDOW POWDER COAT FINISH 7 A5.2 (N) 2x6 PARAPET WALL CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE 6 A5.3 A 1 HR. RATED EXTERIOR WALL SHALL COMPLY W/ ITEMS 15-1.3 & 14-1.2 WITHIN CBC TABLE 720.1(2) 2007 6 A5.3 6 A5.1 HER STUDY WALL SECTION SCALE: 1 1/2" = 1'-0" 2GALLERY HALL WALL SECTION SCALE: 1 1/2" = 1'-0" 3 KID'S BATH WALL SECTION SCALE: 1 1/2" = 1'-0" 1MASTER BATH WALL SECTION SCALE: 1 1/2" = 1'-0" 4 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
8. 8. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 wall sections A3.5 1 1/2"= 1'-0" (E) CONCRETE SLAB (E) CONCRETE SLAB GWB.GWB. WOOD TRIM AT DOOR FRAME SHADOW MOLD (N) 2x4 SKYLIGHT WALL (E) I-BEAM PER STRUCT. DWGS. V.I.F. BATT INSUL. (E) FRAMING PER STRUCT. DWGS. AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 9'-10 1/4" V.I.F. (N) SKYLIGHT (E) PITCHED ROOF FRAMING PER STRUCT. DWGS. STONE SLAB FIN. OVER MORTAR BED NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. ALUMINUM POCKET DOORS POWDER COAT FINISH STONE SLAB FIN. OVER MORTAR BED CONTINUOUS TRENCH DRAIN, CUT (E) SLAB AND FILL WITH (N) CONCRETE 6 A5.6 5 A5.6 14 AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 9'-10 1/4" V.I.F. (E) FOOTING V.I.F. (N) CONCRETE SLAB OVER 4" GRAVEL (N) TRELLIS PER STRUCT. DWGS. (E) FRAMING PER STRUCT. DWGS. (E) PITCHED ROOF FRAMING PER STRUCT. DWGS. (N) 2x6 PARAPET (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING CANT STRIP 1/2" PLYWOOD SHEATHING SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER DRIP MOLD STONE SLAB FIN. OVER MORTAR BED DEMOLISH (E) ROOF OVERHANG, GUTTER & TRELLIS SLOPE 1/8" PER FT. (E) I-BEAM PER STRUCT. DWGS. V.I.F. (E) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE 7 A5.2 14 (E) FOOTING V.I.F. (E) CONCRETE SLAB BATT INSUL. AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 9'-10 1/4" V.I.F. STONE SLAB FIN. OVER MORTAR BED WOOD FLOOR (N) CONCRETE SLAB OVER 4" GRAVEL BED NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. SLOPE 1/8" PER FT. SAW CUT (E) CONCRETE SLAB (N) TRELLIS PER STRUCT. DWGS. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER DEMOLISH (E) ROOF OVERHANG, PARAPET, TRELLIS, & GUTTER (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING CANT STRIP CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING (N) 2x6 PARAPET (E) FRAMING PER STRUCT. DWGS. (E) I-BEAM PER STRUCT. DWGS. V.I.F. GWB. DRIP MOLD GWB. SHADOW MOLD WOOD TRIM AT DOOR FRAME ALUMINUM POCKET DOORS POWDER COAT FINISH 7 A5.2 2 A5.6 1 A5.6 SIM. (N) FOOTING PER STRUCT. DWGS. (N) CONCRETE SLAB OVER 4" GRAVEL WOOD TRIM AT DOOR FRAME SHADOW MOLD (N) 2x6 PARAPET (N) FRAMING PER STRUCT. DWGS. 16 AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 11'-3" RIP STRIPS TOP OF SLOPE BEYOND MODIFIED BITUMEN CLASS A ROOFING CANT STRIP (N) HEADER PER STRUCT. DWGS. (N) DOUBLE WALL FRAMING (N) DOUBLE WALL FRAMING SLOPE 1/8" PER FT. STONE SLAB FIN. OVER MORTAR BED SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. GWB.GWB. BATT INSUL. FURRING ALUMINUM POCKET DOORS POWDER COAT FINISH DRIP MOLD ALUMINUM POCKET DOOR BEYOND, POWDER COAT FINISH CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE (N) CONCRETE SLAB WOOD FLOOR 7 A5.2 2 A5.6 1 A5.6 OUTDOOR LIVING WALL SECTION SCALE: 1 1/2" = 1'-0" 2OUTDOOR LIVING WALL SECTION SCALE: 1 1/2" = 1'-0" 3 MASTER BEDROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 1FAMILY ROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 4 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
9. 9. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 wall sections A3.6 1 1/2"= 1'-0" IH CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE CANT STRIP (N) FOOTING PER STRUCT. DWGS. (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING (N) FRAMING PER STRUCT. DWGS. WOOD TRIM AT DOOR FRAME SHADOW MOLD GWB.GWB. BATT INSUL. (N) CONCRETE SLAB OVER 4" GRAVEL BED AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 9'-10 1/4" V.I.F. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER DRIP MOLD (N) FRAMING PER STRUCT. DWGS. (N) HVAC UNIT & DUCT ENCLOSURE DEMOLISH (E) WALL, GUTTER & TRELLIS WOOD FLOOR (N) CONCRETE SLAB ALUMINUM POCKET DOOR POWDER COAT FINISH STONE SLAB FIN. OVER MORTAR BED SLOPE 1/8" PER FT. TOP OF PARAPET BEYOND MODIFIED BITUMEN CLASS A ROOFING (N) BEAM PER STRUCT. DWGS. CANT STRIP DEMOLISH (E) PARAPET STUCCO SOFFIT NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. (N) HEADER PER STRUCT DWGS. (E) FOOTING V.I.F. (E) CONCRETE SLAB 7 A5.2 MR. 2 A5.5 MR. 5 A5.5 MR. IH (E) FOOTING V.I.F. (E) CONCRETE SLAB WOOD FLOOR BASEBOARD ALUM. BASE TRIM BATT INSUL. (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING CANT STRIP GWB.GWB. (E) FRAMING PER STRUCT. DWGS. WALL LOUVER FOR HOOD EXHAUST AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 9'-10 1/4" V.I.F. SLOPE 1/8" PER FT. NOTE: PROVIDE ATTIC / ROOF VENTILATION PER CODE AT ROOFS W/ BATT INSUL. FUR OUT (E) WALL TO ALLOW ROOM FOR POCKET DOOR BEYOND BATT INSUL. (E) WALL FRAMING SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER DRIP MOLD (N) FRAMING PER STRUCT. DWGS. STUCCO SOFFIT (N) HVAC UNIT & DUCT ENCLOSURE TOP OF PARAPET BEYOND (N) CONCRETE SLAB OVER 4" GRAVEL BED CASEWORK GRILL STONE SLAB OVER MORTAR BED STONE SLAB FIN. OVER MORTAR BED HOOD REMOVE (E) GUTTER & TRIM HOOD EXHAUST DUCT CASEWORK CONTINUOUS CUSTOM SHEET MTL. PARAPET CAP OVER CONT. BITUTHENE WP. MEMBRANE CANT STRIP 7 A5.2 MR. FAMILY ROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 2 FAMILY ROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 1 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
10. 10. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 wall sections A3.7 1 1/2"= 1'-0" J (N) CONCRETE SLAB OVER 4" GRAVEL BED (E) FOOTING V.I.F. (N) HEADER PER STRUCT. DWGS. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER ALUMINUM J-MOLD AT DOOR FRAME (N) PARAPET WALL BEYOND ALUMINUM DOOR POWDER COAT FINISH (E) CONCRETE SLAB WOOD FLOOR STONE SLAB FIN. OVER MORTAR BED AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 13'-4" T.O. PLATE 9'-10 1/4" V.I.F. CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. DEMOLISH (E) PARAPET, ROOF & TRIM MODIFIED BITUMEN CLASS A ROOFING MTL. WALL DRAIN BEYOND STUCCO SOFFIT DRIP MOLD (N) BEAM PER STRUCT. DWGS. STUCCO FASCIA CANT STRIP SLOPE 1/8" PER FT. WOOD TRIM AT DOOR FRAME SHADOW MOLD GWB.GWB. (N) FRAMING PER STRUCT. DWGS. 6 A5.2 10 A5.5 MR. 9 A5.5 MR. 6 (N) PARAPET WALL BEYOND (N) ROOF OVERHANG BEYOND DRIP MOLD (N) CONCRETE SLAB WOOD FLOOR BASEBOARD ALUM. BASE TRIM (N) FOOTING PER STRUCT. DWGS. CANT STRIP (N) 2x6 PARAPET 1/2" PLYWOOD SHEATHING CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. (N) FRAMING PER STRUCT. DWGS. STONE SLAB FIN. OVER MORTAR BED (N) CONCRETE SLAB OVER 4" GRAVEL BED AVERAGE GRADE - 0'-6" T.O. SLAB 0'-0" T.O. PLATE 7'-11 1/4" V.I.F. T.O. PLATE 13'-4" (N) MODIFIED BITUMEN TORCH DOWN ROOFING TO (E) SHEATHING ALUMINUM WINDOW POWDER COAT FINISH DEMOLISH (E) ROOF FRAMING SLOPE 1/8" PER FT. SMOOTH TROWEL STCCO OVER LATH AND 2 LAYERS PAPER THERMAL INSULATION AT ALL EXTERIOR WALLS, TYP. GWB. (N) WALL FRAMING SHADOW MOLD WD. SILL CONTINUOUS CUSTOM SHEET METAL PARAPET CAP OVER CONTINUOUS BITUTHENE WP. MEMBRANE 1 A5.3 GWB.GWB. (N) HEADER PER STRUCT. DWGS. SHADOW MOLD WOOD TRIM AROUND WINDOW1 A5.3 7 A5.2 (E) FOOTING V.I.F. (E) FOOTING V.I.F. (E) CONCRETE SLAB (N) FLOORING (N) BEAM PER STRUCT. DWGS. (E) FRAMING PER STRUCT. DWGS. (E) RAISED FLOOR FRAMING (N) FLOORING ALUMINUM DOORS POWDER COAT FINISH ALUM. BASE TRIM BASEBOARD (E) CONCRETE SLAB CARPET FLOOR (N) RAISED FLOOR FRAMING STONE SLAB FIN. OVER MORTAR BED (E) FRAMING PER STRUCT. DWGS. CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. (N) CEILING FRAMING PER STRUCT. DWGS. GWB. (E) BEAM PER STRUCT. DWGS. (N) WALL FRAMING AVERAGE GRADE - 0'-6" T.O. SLAB - 0'-5" V.I.F. T.O. PLATE 7'-11 3/4" V.I.F. T.O. SLAB 0'-1" V.I.F. TOP OF SLOPE BEYOND GWB. STONE SLAB FIN. OVER MORTAR BED DEMOLISH (E) WALL ALIGN DEMOLISH (E) RAISED FLOOR FRAMING 7 6 (N) LOWERED CEILING FRAMING PER STRUCT. DWGS. (N) TIES PER STRUCT. DWGS. GWB.GWB. (E) HEADER PER STRUCT. DWGS. V.I.F. (N) ROOFING STUCCO SOFFIT DRIP MOLD STUCCO FASCIA (E) 2ND STORY PITCHED ROOF FRAMING PER STRUCT. DWGS. (N) SHT. MTL. GUTTER DEMOLISH (E) CEILING 1" THK. R-5 RIGID INSULATION SHADOW MOLD WOOD TRIM AT DOOR FRAME FUR OUT (E) WALL 3 A5.2 MR. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER 14 A5.5 MUD ROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 2STAFF BEDROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 3 BREAKFAST ROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 1 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
11. 11. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 wall sections A3.8 1 1/2"= 1'-0" MODIFIED BITUMEN CLASS A ROOFING WD. SILL SHADOW MOLD (E) FOOTING V.I.F. (E) CONCRETE SLAB CONCRETE FINISH AVERAGE GRADE - 0'-6" T.O. PLATE 7'-11 3/4" V.I.F. T.O. SLAB 0'-1" V.I.F. CANT STRIP TOP OF ROOF BEYOND (E) FRAMING PER STRUCT. DWGS. GWB. (N) STL. BEAM PER STRUCT. DWGS. CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. (N) FRAMING PER STRUCT. DWGS. (N) FLOORING ALUM. BASE TRIM BASEBOARD (E) WALL FRAMING BATT INSUL. GWB. FUR OUT (E) WALL DEMOLISH (E) RAISED FLOOR (N) CONCRETE SLAB 5 A5.3 MR. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER 19 A5.2 DRIP MOLD ALUMINUM WINDOW POWDER COAT FINISH (N) SHT. MTL. GUTTER T.O. PLATE 17'-1" ? V.I.F. (N) ROOFING WOOD TRIM AROUND WINDOW SHADOW MOLD (E) HEADER BEAM V.I.F. GWB. DEMOLISH (E) CEILING (E) 2ND STORY PITCHED ROOF FRAMING PER STRUCT. DWGS. 1" THK. R-5 RIGID INSULATION 3 A5.2 STUCCO FASCIA 5 A5.3 SIM. STONE TILE FIN. OVER MORTAR BED (E) FRAMING PER STRUCT. DWGS. GWB.GWB. SHADOW MOLD WOOD TRIM AROUND WINDOW SHADOW MOLD WD. SILL (E) CONCRETE SLAB CARPET FLOOR BASEBOARD ALUM. BASE TRIM AVERAGE GRADE - 0'-6" T.O. SLAB 0'-1" V.I.F. T.O. PLATE 7'-11 3/4" V.I.F. (N) HEADER PER STRUCT. GWB. BATT INSUL. (E) WALL FRAMING FUR OUT (E) WALL (E) FOOTING V.I.F. BATT INSUL. (E) WALL FRAMING DEMOLISH (E) RAISED FLOOR SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER DRIP MOLD ALUMINUM WINDOW POWDER COAT FINISH 1 A5.3 MR. 1 A5.3 MR. 5 A5.1 STONE TILE FIN. OVER MORTAR BED L (N) CEILING FRAMING PER STRUCT. DWGS. GWB. T.O. PLATE 17'-1" ? V.I.F. STUCCO FASCIA DRIP MOLD (E) 2ND STORY PITCHED ROOF FRAMING PER STRUCT. DWGS. (N) ROOFING 1" THK. R-5 RIGID INSULATION (N) SHT. MTL. GUTTER 3 A5.2 GARAGE WALL SECTION SCALE: 1 1/2" = 1'-0" 2GYM WALL SECTION SCALE: 1 1/2" = 1'-0" 3 SECURITY ROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 1STAFF BEDROOM WALL SECTION SCALE: 1 1/2" = 1'-0" 4 (N) CONCRETE SLAB OVER 4" GRAVEL BED (N) WALL FRAMING GWB.GWB. (N) FRAMING PER STRUCT. DWGS. CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. DRIP MOLD (N) HEADER PER STRUCT. DWGS. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER (N) 2x6 PARAPET 1/2" PLYWOOD SHEATHING 2 (N) FOOTING PER STRUCT. DWGS. AVERAGE GRADE - 0'-6" T.O. PLATE 11'-10" T.O. SLAB 0'-0" T.O. PLATE 9'-10 1/4" T.O. PLATE 13'-4" MODIFIED BITUMEN CLASS A ROOFING CONTINUOUS CUSTOM SHEET METAL PARAPET CAP OVER CONTINUOUS BITUTHENE WP. MEMBRANE CANT STRIP TOP OF SLOPE BEYOND TOP OF PARAPET BEYOND THERMAL INSULATION AT ALL EXTERIOR WALLS, TYP. SLOPE 1/4" PER FT. WOOD TRIM AT DOOR FRAME SHADOW MOLD ALUMINUM DOOR POWDER COAT FINISH (N) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED 7 A5.2 MR. 10 A5.4 SIM. 17 A5.4 MR. 2 MODIFIED BITUMEN CLASS A ROOFING CANT STRIP (N) 2x6 PARAPET 1/2" PLYWOOD SHEATHING (N) FOOTING PER STRUCT. DWGS. BATT INSUL. (N) HEADER PER STRUCT. DWGS. DRIP MOLD CONTINUOUS TRENCH DRAIN AVERAGE GRADE - 0'-6" T.O. PLATE 7'-11 3/4" V.I.F. T.O. SLAB 0'-1" V.I.F. T.O. PLATE 11'-10" TOP OF ROOF BEYOND CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. SLOPE 1/4" PER FT. (N) CONCRETE SLAB OVER 4" GRAVEL BED (N) FRAMING PER STRUCT. DWGS. GWB.GWB. GARAGE DOOR 2" TRACK 8"V.I.F. (41/2"MIN.) OPENINGHEIGHT-1" CONTINUOUS CUSTOM SHEET METAL PARAPET CAP OVER CONTINUOUS BITUTHENE WP. MEMBRANE (N) CONCRETE SLAB (N) GARAGE DOOR 7 A5.2 SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER (N) BEAM PER STURCT. DWGS. 11 A5.1 MR. MR. 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
12. 12. date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 wall sections A3.9 1 1/2"= 1'-0" M (E) FRAMING PER STRUCT. DWGS. (E) COLUMN FOOTING BEYOND V.I.F. (E) GRADE BEAM V.I.F. (E) CONCRETE SLAB STONE SLAB FIN. OVER MORTAR BED. A 1 HR RATED EXTERIOR WALL SHALL COMPLY W/ ITEMS 15-1.3 & 14-1.2 WITHIN CBC TABLE 720.1(2) 2007 DRIP MOLD STONE TILE FIN. OVER MORTAR BED THERMAL INSULATION AT ALL EXTERIOR WALLS, TYP. (E) WALL FRAMING CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. (N) CEILING FRAMING STONE TILE FIN. OVER MORTAR BED GWB. AVERAGE GRADE - 0'-6" T.O. SLAB - 0'-5" V.I.F. T.O. F.F. HIGH 9'-3 1/2" V.I.F. T.O. (E) PARAPET 14'-2 1/2" V.I.F. T.O. F.F. LOW 9'-0 1/2" V.I.F. (E) BEAM, V.I.F. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER ALUMINUM WINDOW POWDER COAT FINISH (N) HEADER PER STRUCT. DWGS. STUCCO SOFFIT (E) STEEL COLUN BEYOND PER STRUCT. DWGS. V.I.F. 2 A5.2 MR. (E) TERRACE WALL STONE SLAB FIN. OVER MORTAR BED 1 A5.2 5 A5.3 SIM. 5 A5.3 MR. 13 A5.1 SIM. K 3'-6" ALUMINUM DOORS POWDER COAT FINISH (E) STEEL COLUMN BEYOND PER STRUCT. DWGS. V.I.F. STUCCO SOFFIT AVERAGE GRADE - 0'-6" T.O. SLAB - 0'-5" V.I.F. T.O. F.F. HIGH 9'-3 1/2" V.I.F. T.O. F.F. LOW 9'-0 1/2" V.I.F. T.O. (E) PARAPET 12'-3 1/2" V.I.F. DRIP MOLD STONE SLAB FIN. OVER MORTAR BED SHADOW MOLD WOOD TRIM AT DOOR FRAME (N) HEADER PER STRUCT. DWGS. BEAM DEPTH MODIFIED TO MAKE BOTTOM OF (E) SLOPED BEAM LEVEL (E) GRADE BEAM V.I.F. (N) CONCRETE SLAB OVER 4" GRAVEL BED (E) COLUMN FOOTING BEYOND V.I.F. SLOPE 1/8" PER FT. STONE SLAB FIN. OVER MORTAR BED RAISE TOP OF TERRACE WALL TO HEIGHT OF 42" A.F.F. GWB.GWB. SAW CUT (E) CONCRETE SLAB & LOWER TOP TO RECEIVE STONE FIN. (E) CONCRETE SLAB (E) TERRACE WALL 2 A5.2 5 A5.2 (E) FRAMING PER STRUCT. DWGS. CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. STONE SLAB FIN. OVER MORTAR BED (E) I-BEAM PER STRUCT. DWGS. V.I.F. SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER BATT INSUL. 19 A5.4 18 A5.4 12 (E) CONCRETE SLAB (E) FOOTING V.I.F. (E) STEEL COLUMN BEYOND, V.I.F. (N) RETAINING WALL EXTENSION OF (E) RETAINING WALL PER STRUCT. DWGS. (E) COLUMN FOOTING BEYOND V.I.F. (E) GRADE BEAM V.I.F. (E) TENNIS COURT SLAB (N) TENNIS COURT SLAB (N) BATH TUB (N) WALL FRAMING THERMAL INSULATION AT ALL EXTERIOR WALLS, TYP. STONE TILE OVER MORTAR BED GWB. (E) BEAM V.I.F. (E) BEAM PER STRUCT. DWGS. (N) CEILING FRAMING FURRING AVERAGE GRADE - 0'-6" T.O. SLAB - 0'-5" V.I.F. T.O. F.F. HIGH 9'-3 1/2" V.I.F. T.O. (E) PARAPET 12'-3 1/2" V.I.F. T.O. F.F. LOW 9'-0 1/2" V.I.F. CLOSED CELL SPRAY FOAM INSULATION 5" / R-30 MIN. (E) FRAMING PER STRUCT. DWGS. STONE FINISH TOP OF SLOPE BEYOND DEMOLISH (E) WALL DEMOLISH PORTION OF (E) RETAINING WALL (N) FOOTING FOR SPIRAL STAIR PER STRUCT. DWGS. (N) SPIRAL STAIR (N) GUARDRAIL TERRACE WALL BEYOND, RAISE TOP OF TERRACE WALL TO HEIGHT OF 42" A.F.F. 1 1/2" x 1/2" VERTICAL FLAT BARS @ 3 1/2" O.C. 1 1/2" x 1/2" HORIZONTAL FLAT BAR STUCCO FASCIA DRIP MOLD (N) SMOOTH TROWEL STUCCO OVER LATH AND 2 LAYERS PAPER 9 A5.2 MR. GUEST SUITE WALL SECTION SCALE: 1 1/2" = 1'-0" 2 GUEST BATH WALL SECTION SCALE: 1 1/2" = 1'-0" 1GUEST BATH WALL SECTION SCALE: 1 1/2" = 1'-0" 3 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
13. 13. details A5.1 date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 WOOD BASE / WEEP SCREED SCALE: 3"=1'-0" 5 STUCCO FINISH SCREW TO STUDS FLANNERY "ALUMINUM UNIVERSAL WEEP SCREED" W/ 1 3/8" RETURN WHERE PLYWOOD SHEATHINGIS PROUD OF FOUNDATION 6"6" STUCCO FINISH ALUMINUM WEEP SCREED FLANNERY "STANDARD WEEP SCREED" WALL BASE / WEEP SCREED SCALE: 3"=1'-0" 6ROOF DRAIN @ (E) WALL DETAIL SCALE: 3"=1'-0" 10 2 LAYERS BUILDING PAPER LAP OVER WEEP SCREED FLANGE 1/2" PLYWOOD SHEATHING PER STRUCT. DWGS. FINISH GRADE SLOPE TO DRAIN AWAY FROM BUILDING SCREW TO STUDS FINISH GRADE SLOPE TO DRAIN AWAY FROM BUILDING 2 LAYERS BUILDING PAPER LAP OVER WEEP SCREED FLANGE 1/2" PLYWOOD SHEATHING PER STRUCT. DWGS. 6"(3"MIN.) 7/8" 3 COAT STUCCO OVER LATH & PAPER 1/2" PLYWOOD PER STRUCTURAL DWGS. 3" ABS DRAIN LINE IN (N) 2x6 WALLS ROOF DRAIN @ (N) WALL DETAIL SCALE: 3"=1'-0" 9 GARAGE DOOR HEAD SCALE: 3"=1'-0" 11 GARAGE DOOR JAMB SCALE: 3"=1'-0" 7 FULL MORTAR BED OVER LATH & PAPER CONTINUOUS WP. MEMBRANE 1/2" PLYWOOD SHEATHING STONE SLAB FIN. 2x6 MOTOR COURT GARAGE GARAGE DOOR GARAGE DOOR JAMB SCALE: 3"=1'-0" 3 5/8" GWB., SMOOTH FINISH PAINT 2" TRACK, LOW HEAD ROOM, REAR MOUNT MOTOR COURT GARAGE GARAGE DOOR 5/8" GWB., SMOOTH FINISH PAINT 2" TRACK, LOW HEAD ROOM, REAR MOUNT 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING POLYETHYLENE FILM WD. FLOORING, STAIN FIN. 2x4 PRESSURE TREATED SLEEPERS @ 12" O.C. PERP. TO FLOOR BOARD FLOOR TRANSITION DETAIL SCALE: 3"=1'-0" 4 3/4" STONE SLAB FIN. 1 1/2" MORTAR BED CONCRETE S.O.G. 21/4" FLOOR TRANSITION DETAIL SCALE: 3"=1'-0" 8FLOOR TRANSITION DETAIL SCALE: 3"=1'-0" 12 6" STUCCO FINISH ALUMINUM WEEP SCREED FLANNERY "STANDARD WEEP SCREED" WALL BASE / WEEP SCREED SCALE: 3"=1'-0" 13 SCREW TO STUDS FINISH GRADE SLOPE TO DRAIN AWAY FROM BUILDING 2 LAYERS BUILDING PAPER LAP OVER WEEP SCREED FLANGE 1/2" PLYWOOD SHEATHING PER STRUCT. DWGS. 31/2" DUPLEX OUTLET WHERE OCCURS STONE BASE STONE FLOORING MORTAR BED 1/2" 31/2"1/2" WOOD BASE 1x2 PRESSURE TREATED SLEEPERS @ 12" O.C. POLYETHYLENE FILM CARPET & PAD 1/2" PLYWOOD SHEATHING STONE WALL FIN. STONE FLOORING MORTAR BED MORTAR BED 6" STUB UP AREA DRAIN @ EACH DS. LOCATION COORDINATE W/ LANDSCAPE DWGS. LAP BUILDING PAPER OVER PIPE FLASHING PROPRIETARY PIPE FLASHING PER SPECS. INSTALL PER MANUFACTURER'S INSTRUCTIONS 2" ABS DRAIN LINE IN (E) 2x4 WALLS 90 DEGREE TRANSITION THROUGH WALL CONNECT ROOF DRAINS TO SITE DRAINAGE SYSTEM WEEP SCREED 31/2"1/2" POLYETHYLENE FILM WOOD BASE 1x2 PRESSURE TREATED SLEEPERS @ 12" O.C. WD. FLOORING STONE BASE STONE FLOORING MORTAR BED 31/2"1/2" HEADER PER STRUCT. DWGS. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER CONT. BITUTHENE WP. MEMBRANE METAL LATH EXTERIOR GARAGE GARAGE DOOR FLANNERY ALUM. J-MOLD 5/8" GWB., SMOOTH FINISH PAINT FLANNERY ALUM. DRIP MOLD FLANNERY ALUM. J-MOLD 3 1/2" FLUSH TRANSITION GARAGESERVICE HALL POLYETHYLENE FILM WD. FLOORING, STAIN FIN. 2x4 PRESSURE TREATED SLEEPERS @ 12" O.C. PERP. TO FLOOR BOARD CONCRETE S.O.G. WD. THRESHOLD, STAIN FIN. DOOR PER SCHEDULE DOOR FRAME BEYOND 21/4" 21/4" GARAGE CONCRETE S.O.G. WD. THRESHOLD, STAIN FIN. DOOR PER SCHEDULE DOOR FRAME BEYOND SECURITY ROOM 1x2 PRESSURE TREATED SLEEPERS @ 12" O.C. 1/2" PLYWOOD SHEATHING POLYETHYLENE FILM CARPET AND PAD METAL LATH METAL LATH METAL LATH METAL LATH 2x8 CORNER MTL. 1/2" PLYWOOD SHEATHING 1/2" WEEP SCREED METAL LATH LAP BUILDING PAPER OVER PIPE FLASHING PROPRIETARY PIPE FLASHING PER SPECS. INSTALL PER MANUFACTURER'S INSTRUCTIONS CLEAN OUT BASE MOLD 5/8" TYPE X GWB. 5/8" TYPE X GWB. BASE MOLD 5/8" TYPE X GWB. BASE MOLD BASE MOLD 5/8" TYPE X GWB. 1 HOUR RATED EXTERIOR WALL SCALE: 1"=1'-0" 1 1 HOUR RATED EXTERIOR WALL SCALE: 1"=1'-0" 2 STONE FINISH 2x6 WOOD STUDS @ 16" O.C. (E) SLAB ON GRADE 5/8" TYPE X GYPSUM WALLBOARD METAL LATH & MIN. 3/4" CEMENT PLASTER. PLASTER MIX 1: 4 FOR SCRATCH COAT & 1: 5 FOR BROWN COAT BY VOLUME, CEMENT TO SAND METAL LATH & 7/8" CEMENT PLASTER. PLASTER MIX 1: 4 FOR SCRATCH COAT & 1: 5 FOR BROWN COAT BY VOLUME, CEMENT TO SAND NOTE: ASSEMBLY SHALL COMPLY W/ THE MINIMUM REQUIREMENTS DESCRIBED FOR ITEMS 15-1.3 & 15-1.2 WITHIN CBC TABLE 720.1(2) 2007 5/8" TYPE X GYPSUM WALLBOARD, 4 WIDE, APPLIED W/ VERTICAL JOINTS OVER STUDS, & FASTENED W/ 2 1/4" TYPE S DRYWALL SCREWS, SPACED 12" O.C. (E) 2x4 WOOD STUDS @ 16" O.C. EXTEND GYP. BD. TO SLAB FIRE CAULK (E) SLAB ON GRADE 5/8" TYPE X GYPSUM WALLBOARD, 4 WIDE, APPLIED W/ VERTICAL JOINTS OVER STUDS, & FASTENED W/ 2 1/4" TYPE S DRYWALL SCREWS, SPACED 12" O.C. MIN. 7/8" CEMENT PLASTER OVER METAL LATH & TWO LAYERS BUILDING PAPER MINERAL WOOD BATT INSULATION WEEP SCREED 1/2" PLYWOOD WEEP SCREED 1/2" PLYWOOD SHEATHING EXTERIOR METAL LATH ATTACHED W/ MIN. 6d COMMON NAILS 7" O.C. DRIVEN MIN. 1" INTO WOOD STUDS AND BENT OVER NOTE: ASSEMBLY SHALL CONFORM TO MINIMUM REQUIREMENTS FOR ITEMS 15-1.3 & 15-1.12 DESCRIBED IN CBC TABLE 720.1(2) 2007 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
14. 14. details A5.2 date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 The NRCA Roofing and Waterproofing ManualFifth Edition 1072 ROOF DRAIN BUR-20 NOT DRAWN TO SCALE2001 NOTES PLIES, METAL FLASHING, EXTEND UNDER CLAMPING AND STRIPPING PLIES ALL RING DECK CLAMP CLAMPING RING MEMBRANE FIELD DRAIN BOWL ROOF DECK TAPERED MULTIPLE MEMBRANE STRIPPING PLIES DRAIN STRAINER COMPATIBLE MULTIPLE-PLY BUILT-UP THERMAL COVERBOARD INSULATION INSULATION INSULATION 30'' [750 mm] SQUARE MINIMUM, 2 1/2 LB. TO 4 LB. [12 TO 20 kg/m ] FLASHING SET ON FINISHED ROOF IN COMPATIBLE ROOF CEMENT, PRIME TOP SURFACE BEFORE STRIPPING 2 LEAD OR 16 OZ. [5 kg/m ] SOFT COPPER2 ROOF MEMBRANE FEATHERED AT FIELD OF ROOF ROOF CEMENT MULTIPLE PLY MEMBRANE STRIPPING PLIES OPTIONAL 1''x4'' [25 mm x 100 mm] SHEET METAL GRAVEL STOP, APPROX. 30'' [750 mm] SQUARE, SET IN ROOF CEMENT ARE APPLICABLE WITH SOME PROJECTS. THE USE OF A METAL DECK SUMP PAN IS NOT RECOMMENDED. HOWEVER, DRAIN RECEIVER/BEARING PLATES1. : 2. 3. DO NOT APPLY COAL TAR OR DEAD LEVEL ASPHALT INTO DRAIN SUMP. THE DESIGNER SHOULD CONSIDER INSULATING THE DRAIN COMPONENTS BELOW THE DECK TO PREVENT POTENTIAL CONDENSATION. 4. REFER TO INTRODUCTION FOR ADDITIONAL INFORMATION. : The NRCA Roofing and Waterproofing ManualFifth Edition 1058 BUR-14 NOT DRAWN TO SCALE : AT LEAST 3'' [75 mm], THE REMOVABLE SHEET METAL COUNTERFLASHING IS NOT REQUIRED. WHERE THE SKYLIGHT, SCUTTLE, OR SMOKE VENT FRAME OVERLAPS THE BASE FLASHING NOTES 1. : REFER TO INTRODUCTION FOR ADDITIONAL INFORMATION. REFER TO THE SHEET METAL SECTIONS OF THE METAL ROOFING MANUAL FOR JOINERY 2. 3. AND SECUREMENT OPTIONS FOR SHEET METAL. : 2001 BASE FLASHING (8'' ROOF FEATHERED AT FIELD OF [200 mm] MIN. HEIGHT) MULTIPLE-PLY MEMBRANE CANT WOOD NAILERS AND CURB ROOF DECK MULTIPLE-PLY BUILT-UP ROOF MEMBRANE COVERBOARD INSULATION THERMAL INSULATION SEE NOTE No.1 METAL COUNTERFLASHING PER SIDE GASKETED FASTENERS MINIMUM TWO FASTENERS OPTIONAL REMOVABLE SHEET 8'' [200 mm] O.C. FASTENERS APPROX. PLIES ABOVE HEAD OF CANT OPTIONAL EXTENDED FIELD APPROX. 4'' [100 mm] SKYLIGHT, SCUTTLE, AND SMOKE VENT The NRCA Roofing and Waterproofing ManualFifth Edition 1068 BUR-18 NOT DRAWN TO SCALE PLUMBING VENT 2001 ROOF DECK COVERBOARD INSULATION ROOF MEMBRANE MULTIPLE-PLY BUILT-UP MULTIPLE MEMBRANE THERMAL INSULATION COMPATIBLE ROOF PLUMBING VENT STACK 4'' MIN. FLANGE [100 mm] SOFT METAL PIPE FLASHING ROLLED INTO PIPE TOP OF FLASHING CAPPED OR SEE NOTE 1 APPROXIMATELY 1'' [25 mm] MEMBRANE JUNCTURE SEALANT AT PENETRATION TO CEMENT OR COMPATIBLE STRIPPING PLIES FEATHERED SET FLANGE IN COMPATIBLE [100 mm] APPROX 4'' AT FIELD OF ROOF. PRIME FLANGE BEFORE STRIPPING ROOF CEMENT VENT STACKS AND OTHER PIPES SHOULD HAVE A MINIMUM OF 12 INCHES [300 mm] OF CLEARANCE ON ALL SIDES CONTACT WITH PIPE, TO REDUCE GALVANIC ACTION. SATURATED ROOFING FELT), WRAPPED AROUND PIPE, TO SEPARATE THE COPPER FLASHING FROM DIRECT IF USING COPPER FLASHING OVER AN IRON OR STEEL PIPE, INSERT A SEPARATOR SHEET (E.G., ASPHALT- -SHEET COPPER MINIMUM 16 OZ. [5 kg/m ] -SHEET LEAD MINIMUM OF 2 1/2 LB. PER SQUARE FOOT [12 kg/m ] OR SOFT METAL PIPE FLASHING 3. 2. 1. NOTES 2 : FROM WALLS, CURBS, AND OTHER PROJECTIONS TO FACILITATE PROPER FLASHING. SEE TABLE 4. REFER TO INTRODUCTION FOR ADDITIONAL INFORMATION.4. 2 : : : The NRCA Roofing and Waterproofing ManualFifth Edition 1076 BUR-22 NOT DRAWN TO SCALE GUTTER 2001 3'' to 6'' STAGGERED GUTTER BRACKETS INSTALLED BETWEEN GUTTER SPACERS STRIPPING PLIES MULTIPLE MEMBRANE [75 to 150 mm] O.C., FASTENERS OPTIONAL: GUTTER BRACKET SUPPORT SHEET METAL GUTTER OPTIONAL: STIFFENING WOOD NAILERS ROOF DECK SHEET A SEPARATE MEMBRANE EXTEND ONE PLY OR FLASHING - SET FLANGE SHEET METAL EDGE MULTIPLE-PLY BUILT-UP BAR ROOF MEMBRANE CEMENT - PRIME FLANGE BEFORE STRIPPING FELT ENVELOPE (FOR COAL TAR AND ASPHALT TYPES I AND II) THE FRONT OF THE GUTTER SHOULD BE A MINIMUM 1'' [25 mm] LOWER THAN THE BACK TO ALLOW FOR IN COMPATIBLE ROOF OVERFLOW OPTION 2. NOTES GUTTER BRACKETS ARE RECOMMENDED TO BE AT LEAST ONE GAUGE HEAVIER THAN GUTTER STOCK. TIME, NRCA SUGGESTS USING BUR-2 AND INTERIOR DRAINS OR THROUGH-CURB SCUPPERS TO DRAIN THE ROOF. IN CLIMATES WHERE THE WINTER TEMPERATURE REMAINS BELOW FREEZING FOR EXTENDED PERIODS OF1. : REFER TO INTRODUCTION FOR ADDITIONAL INFORMATION. REFER TO SHEET METAL SECTION OF THE METAL ROOFING MATERIAL FOR JOINERY AND SECUREMENT OPTIONS. ON BALLASTED SYSTEMS, A DRAINAGE BAR TO RETAIN BALLAST IS REQUIRED. 3. 4. 5. : CONDUIT FLASHING @ ROOF SCALE: 3"=1'-0" 4GUTTER NOT TO SCALE 8SKYLIGHT NOT TO SCALE 16 PLUMBING VENT NOT TO SCALE 12ROOF DRAIN NOT TO SCALE 20 ROOF EDGE / GUTTER SCALE: 3"=1'-0" 3COPING SCALE: 3"=1'-0" 7 11/2" 3/8" FORMED SHT. MTL. COPING ATTACHED W/ CONT. MTL. CLEATS @ TOP OF PARAPET & NAILED TO VERTICAL WALLS OVER CONT. SHT. MEMBRANE WATERPROOFING SOLDER BUTT SEAMS W/ 4" WIDE MIN. BACK UP PLATES. PROVIDE 2" BLIND RIVETS TO EA. COPING TO PLATE CONNECTION ALL RIVETS TO BE CAULKED. CORNERS TO BE MITERED. ROOF MEMBRANE CANT STRIP FIN. WALL CAP + 523.5 MAX. (14'-0" A.A.G.) LATH & STUCCO LAP SHT WP. MEMBRANE OVER BUILDING PAPER SLOPE 1" ROOF DRAIN W/ OVERFLOW DETAIL SCALE: 3"=1'-0" 15 ROOF TRANSITION SCALE: 3"=1'-0" 11 (N) ROOFING MATERIAL OVER (E) SLOPED ROOF VALLEY FLASHING OVER MIN. 36" WIDE 72 # CAP SHEET 1" HIGH STANDING DIVERTER MEMBRANE ROOFING - TORCH DOWN MODIFIED BITUMEN ROOF / WALL FLASHING SCALE: 3"=1'-0" 19 THUNDERBIRD ROOF DRAIN W/ INTEGRAL OVERFLOW 2 LAYERS BUILDING PAPER 1/2" PLYWOOD SHEATHING PER STRUCT. DWGS. / SPECS. 6" ROOFING MATERIAL 1/2" PLYWD. SHEATHING PER STRUCT. DWGS. UN-FACED BATT INSULATION 5/8" TYPE X GWB.5/8" TYPE X GWB. FLANNERY ALUM. DRIP MOLD STUCCO OVER LATH & PAPER BUILT-UP FASCIA SHT. MTL. DRIP EDGE SHT. MTL. GUTTER MIN. 22 GA. CONT. WP. MEMBRANE LAP OVER PAPER OWENS CORNING FOAMULAR 150 RIGID INSULATION 1" THICK = R-5 ASHRAE 169-2006 - CLIMATE ZONE 3B MIN. 3/8" THICK PLYWD. SHEATHING 1" THK. R-5 RIGID INSUL. JOINTS PERP. TO SHEATHING PLYWOOD OVER RIP STRIPS SLOPED TO DRAIN ROOF SHEATHING - PER STRUCT. DWGS. CANT STRIP ROOFING MEMBRANE Z FLASHING. ATTACH TO WD. STUDS STUCCO OVER LATH & 2 LAYERS PAPER INTEGRAL OVERFLOW ROOF DRAIN CONNECT TO ABS PIPE 1/2" PLYWD. PER STRUCT. DWGS. 7/8" 3 COAT STUCCO OVER LATH AND DBL. PAPER PARAPET CAP AT ROOF TERRACE SCALE: 3"=1'-0" 2ROOF EDGE DETAIL SCALE: 3"=1'-0" 6OUTDOOR STAIR DETAIL SCALE: 3"=1'-0" 10 ROOF DECK EDGE SCALE: 3"=1'-0" 9 ROOF DECK AT PARAPET WALL SCALE: 3"=1'-0" 5 PARAPET DRAIN AT STONE DECK SCALE: 3"=1'-0" 1 STONE SLAB FINISH BOND COAT MIN. 1 3/4" MORTAR W/ WIRE REINFORCING MESH CONTINUOUS WP. MEMBRANE TURN UPSIDE WALLS MIN. 6" 3/4" PLYWOOD SHEATHING NOTE: A BEVERLY HILLS APPROVED WEATHERPROOFING CONSULTANT SHALL INSPECT WP. MEMBRANE APPLICATION PRIOR TO INSTALLATION OF MORTAR & FINISH SLOPE 1/8" ROOFING THALER ALUMINUM CONDUIT FLASHING 2x SOLID BLOCKING STAINLESS STL. SCREWS ROOF SHEATHING 7/8" STUCCO OVER LATH & PAPER ROOF FRAMING PER STRUCTURAL DWGS. FLANNERY ALUMINUM DRIP MOLD CONTINUOUS EDGE METAL MODIFIED BITUMEN TORCH DOWN ROOFING THROUGH WALL DRAIN BEYOND 7/8" STUCCO PLASTER 2 LAYERS BUILDING PAPER LAP OVER WP. MEMBRANE WATER PROOF MEMBRANE OVER PARAPET DRAIN FLANGE COPPER DRIP FLASHING THROUGH-WALL PARAPET DRAIN - THUNDERBIRD PDSR4NH COPPER EDGE W/ WEEP HOLES STONE FINISH SLOPE TO DRAIN MORTAR BED OVER SLOPED WP. MEMBRANE MIN. 1 3/4" MORTAR BED W/ REINFORCING WIRE SCHLUTER TROBA DRAINAGE MATT OVER WP. MEMBRANE WATERPROOFING MEMBRANE ALUMINUM FLASHING 1/2" PLYWOOD SHEATHING 2 LAYERS BUILDING PAPER CEMENT PLASTER OVER METAL LATH SEALANT SCHLUTER DILEX MP35 & DILEX MPV15 EXPANSION JOINT @ 8'-12' O.C. (SEE PLAN) PLYWOOD SHEATHING SLOPE 1/4" PER FT. MINIMUM STONE FINISH BOND COAT 3'-6"MIN. STONE FINISH CONTINUOUS WP. MEMBRANE CONTINUOUS EDGE MTL. P.T. 2x4 PLYWOOD SHEATHING SLOPE TO DRAIN 1/4" PER FT. STL. PLATE W/ CSK SCREWS 1 1/2" SQ. STL. GUARD POST @ MAX. 4'-0" O.C. CONT. WP. MEMBRANE SCHLUTER DRAINAGE MATT MIN. 1 3/4" THICK SETTING BED BOND COAT SLOPE 1" SEAL STUCCO @ TOP OF WALL SLOPE TO DRAIN CONTINUOUS WP. MEMBRANE - LAP JOINTS 6" MIN. & LAP OVER PAPER 6" @ VERTICAL WALLS CONTINUOUS CORNER METAL. SET IN CONT. SEALANT & CAULK ALL FASTENERS 7/8" STUCCO / CEMENT PLASTER OVER LATH & 2 LAYERS PAPER (E) FRAMING TO REMAIN PLYWOOD SHEATHING 2" 1/2" 5"11/2" METAL LATH 1/2" METAL LATH METAL LATH METAL LATH METAL LATH CONT. WP. MEMBRANE LAP OVER PAPER METAL LATH METAL LATH CUSTOM SKYLIGHT SCALE: 6"=1'-0" 13 FLAT GLASS SKYLIGHT SCALE: 6"=1'-0" 14 **NOTE: LARGER "SDM" SYSTEMS MAY USE A 2 PIECE SILL ASSEMBLY AS SHOWN IN DETAIL "3-SDM" GLAZING PANEL PER SPECIFICATIONS BOTTOM OF RAFTER BEYOND #14 SST. H.H.T.S. @ 2 EACH PER RAFTER #14 SST. H.H.T.S. @ 2 EACH PER RAFTER ALUM. PERIMETER CLAMPING ANGLE & GLAZING TAPE W/ #14 SST. FASTENER CONT. ALUM. CURB FRAME SILICONE SETTING BLOCK @ LOWER FOURTHS OF EACH GLAZING PANEL 3/8" WEEP HOLE & 1/2" x 1/2" x 2" LARGE CELL FOAM BAFFLE CURB ANCHOR & SHIM AS REQ. OUT OF FINISHED CURB GLAZING PANEL CONDENSATE PROVISION CONDENSATE WEEP HOLES SEALANT (BY OTHERS) FASTENERS (BY OTHERS) ALUMINUM RETAINER CAP ALUMINUM CURB FRAME CURB FLASHING (BY OTHERS) #8 SST. x 1/2" LARGE H.H. TEK SCREW 1 1/2" WIDE WOOD CURB (BY OTHERS) 5/8" FLASHING CLEARANCEINSIDE CURB DIMS. (SEE CHART) 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
15. 15. 1/2" 1/2" MASTER BEDROOM GUARD'S POWDER ROOM WINDOW SECTION SCALE: 3"=1'-0" 2 FIXED WINDOW SILL SCALE: 3"=1'-0" 13 FIXED WINDOW HEAD SCALE: 3"=1'-0" 14 MASTER BEDROOM WINDOW HEAD SCALE: 3"=1'-0" 10 MASTER BEDROOM WINDOW SILL SCALE: 3"=1'-0" 9KID'S BEDROOM WINDOW SILL SCALE: 3"=1'-0" 17 FIXED WINDOW JAMB SCALE: 3"=1'-0" 20 GUARD'S POWDER ROOM WINDOW JAMB SCALE: 3"=1'-0" 4GUARD'S POWDER ROOM WINDOW JAMB SCALE: 3"=1'-0" 8 MASTER BATH WINDOW JAMB SCALE: 3"=1'-0" 3MASTER BATH WINDOW JAMB SCALE: 3"=1'-0" 7MASTER BEDROOM WINDOW JAMB SCALE: 3"=1'-0" 15 MASTER BEDROOM WINDOW JAMB SCALE: 3"=1'-0" 11 OPERABLE WINDOW JAMB SCALE: 3"=1'-0" 12OPERABLE WINDOW JAMB SCALE: 3"=1'-0" 16 MASTER BATH WINDOW SECTION SCALE: 3"=1'-0" 6 OPERABLE WINDOW SECTION SCALE: 3"=1'-0" 5 OPERABLE WINDOW SECTION SCALE: 3"=1'-0" 1 KID'S BEDROOM WINDOW JAMB SCALE: 3"=1'-0" 19 1/2" PLYWOOD SHEATHING METAL LATH CONT. BITUTHENE WP. MEMBRANE 2x4 BLOCKING FLANNERY ALUM. DRIP MOLD HEADER PER STRUCT. DWGS. SOLID WD. TRIM, MITER CORNER, STAIN FIN. 21/2"1/2"21/2" FURR OUT AS REQ. SEE FLOOR PLANS 5/8" GWB. SMOOTH FINISH PAINT SOLID WD. TRIM, MITER CORNER, STAIN FIN. 2x4 BLOCKING 1/2" 1/2" SHADOW MOLD 1/2" PLYWOOD SHEATHING METAL LATH CONT. BITUTHENE WP. MEMBRANE FLANNERY ALUM. DRIP MOLD HEADER PER STRUCT. DWGS. CONTINUOUS WP. MEMBRANE FULL MORTAR BED OVER LATH & PAPER STONE TILE FIN. 2x4 BLOCKING 2x4 BLOCKING FURR OUT AS REQ. SEE FLOOR PLANS 1/2" PLYWOOD SHEATHING METAL LATH CONT. BITUTHENE WP. MEMBRANE FLANNERY ALUM. DRIP MOLD HEADER PER STRUCT. DWGS. 2x4 BLOCKING SOLID WD. TRIM, STAIN FIN. BEYOND INTERIOREXTERIOR 1/2" PLYWOOD SHEATHING CONT. BITUTHENE WP. MEMBRANE FLANNERY ALUM. DRIP MOLD HEADER PER STRUCT. DWGS. SOLID WD. TRIM, STAIN FIN. SOLID WD. TRIM, STAIN FIN. BEYOND EXTERIOR 3/4"1/2" 2x4 BLOCKING METAL LATH 3/4"1/2" 2x4 BLOCKING 1/2" SHADOW MOLD SOLID WD. TRIM, STAIN FIN. 5/8" GWB. SMOOTH FINISH PAINT POWDER ROOM EXTERIOR INTERIOR 31/2"1/2"3/4" SLOPE 1/4" PER FT. 1/2" PLYWOOD SHEATHING METAL LATH CORNER MTL. CONT. BITUTHENE WP. MEMBRANE 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. STUCCO RETURNS TO FRAME FLANNERY ALUM. WEEP SCREED SOLID WD. TRIM, STAIN FIN. WD. FLOORING, STAIN FIN. SOLID WD. BASE, STAIN FIN. SOLID WD. TRIM, STAIN FIN. BEYOND 3/4" SHADOW MOLD CONCRETE S.O.G. 1/2" PLYWOOD SHEATHING FLANNERY ALUM. DRIP MOLD NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. SOLID WD. TRIM, STAIN FIN. STUCCO RETURNS TO FRAME SOLID WD. TRIM, STAIN FIN. BEYOND ALIGN FIN. 2x4 BLOCKING 2x4 SOFFIT FRAMING 3/4" SCRIBE 5/8" GWB. SMOOTH FINISH PAINT FLANNERY ALUM. J-MOLD WD. CASEWORK, SEE CASE WORK DWGS. / SCHEDULE HEADER PER STRUCT. DWGS. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 21/2"1/2" 2x4 BLOCKING SOLID WD. TRIM, MITER CORNER, STAIN FIN. SOLID WD. TRIM, STAIN FIN. BEYOND FURR OUT AS REQ. SEE FLOOR PLANS 3/4" STONE SLAB FIN. 1 1/2" MORTAR BED CONCRETE S.O.G. BLOCK SILL SHOE SET IN CONT. SEALANT BLOCK WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. SOLID WD. TRIM, STAIN FIN. BEYOND EXTERIOR GALLERY HALL EXTERIOR MASTER BEDROOM BLOCK SILL SHOE SET IN CONT. SEALANT BLOCK WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. BOTTOM OF STUCCO BEYOND CONCRETE S.O.G. SLOPE 1/4" PER FT. 1x2 PRESSURE TREATED SLEEPERS @ 12" O.C. SOLID WD. TRIM, STAIN FIN. BEYOND POLYETHYLENE FILM 1/2" PLYWOOD SHEATHING CARPET AND PAD EXTERIOR BEDROOM EXTERIOR INTERIOR EXTERIOR MASTER BEDROOM CORNER MTL. SOLID WD. TRIM, MITER CORNER, STAIN FIN. 2x4 BLOCKING 1/2" SHADOW MOLD 5/8" GWB., SMOOTH FINISH PAINT NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. FURR OUT AS REQ. SEE FLOOR PLANS EXTERIOR BEDROOM 2 1/2" 1/2" CORNER MTL. NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. EXTERIOR WD. CASEWORK, SEE CASE WORK DWGS. / SCHEDULE 2x4 BLOCKING SOLID WD. TRIM, STAIN FINISH LINE OF SILL BELOW 1/2" SHADOW MOLD 5/8" GWB. SMOOTH FINISH PAINT 3/4" SCRIBE CORNER MTL. NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. 2x4 BLOCKING SOLID WD. TRIM, STAIN FINISH LINE OF SILL BELOW MASTER BEDROOM EXTERIOR 5/8" GWB. WD. CASEWORK, SEE CASE WORK DWGS. / SCHEDULE ALIGNFIN. ALIGNFIN. CORNER MTL. NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. 2 1/4"3/4" 2 1/4" CONTINUOUS WP. MEMBRANE FULL MORTAR BED OVER LATH & PAPER STONE SLAB FIN. 2x4 BLOCKING LINE OF SILL BELOW EXTERIOR MASTER BATH CORNER MTL. NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. SOLID WD. TRIM, STAIN FIN. 2x4 BLOCKING 1/2" SHADOW MOLD 5/8" GWB., SMOOTH FINISH PAINT LINE OF SILL BELOW EXTERIOR POWDER ROOM EXTERIOR POWDER ROOM 3/4" 1/2" NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. SOLID WD. TRIM, STAIN FIN. 2x4 BLOCKING 1/2" SHADOW MOLD 5/8" GWB., SMOOTH FINISH PAINT LINE OF SILL BELOW 3/4" 5/8" GWB. SMOOTH FINISH PAINT CORNER MTL. NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. FULL MORTAR BED OVER LATH & PAPER STONE SLAB FIN. 2x4 BLOCKING LINE OF SILL BELOW CONTINUOUS WP. MEMBRANE FURR OUT AS REQ. SEE FLOOR PLANS EXTERIOR INTERIOR CORNER MTL. NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. LINE OF SILL BELOW 2x4 BLOCKING SOLID WD. TRIM, MITER CORNER, STAIN FIN. 1/2" SHADOW MOLD 5/8" GWB. SMOOTH FINISH PAINT FURR OUT AS REQ. SEE FLOOR PLANS INTERIOR EXTERIOR CORNER MTL. NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. LINE OF SILL BELOW 2x4 BLOCKING SOLID WD. TRIM, MITER CORNER, STAIN FIN. 1/2" SHADOW MOLD 5/8" GWB. SMOOTH FINISH PAINT FURR OUT AS REQ. SEE FLOOR PLANS INTERIOR EXTERIOR 2 1/2" 1/2" 2 1/2" 1/2" POLYETHYLENE FILM 2x4 PRESSURE TREATED SLEEPERS @ 12" O.C. PERP. TO FLOOR BOARDS 21/4"3/4" STUCCO RETURNS TO FRAME STUCCO RETURNS TO FRAME 7'-0" A.F.F. SEE SCHED. 9'-0" A.F.F. SEE SCHED. 9'-0" A.F.F. 9'-0" A.F.F. 7'-0" A.F.F. FIN. FLOOR FIN. FLOOR 5/8" GWB., SMOOTH FIN. PAINT, DROP CEILING IN LAUNDRY ROOM PER RCP DWGS. 7'-0" A.F.F. SEE SCHED. 6'-8" A.F.F. SEE SCHED. 7'-0" A.F.F. SEE SCHED. 6'-8" A.F.F. SEE SCHED. SLOPE 1/8" PER FT. FIN. FLOOR EXTERIOR MASTER BATH NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. 1/2" PLYWOOD SHEATHING CONT. BITUTHENE WP. MEMBRANE METAL LATH PLYWOOD SHEATHING FULL MORTAR BED OVER LATH & PAPER STONE SLAB FIN. 2x4 BLOCKING LINE OF SILL BELOW CONTINUOUS WP. MEMBRANE FULL MORTAR BED OVER LATH & PAPER EXTERIOR MASTER BATH BOTTOM-UP SHADE POCKET 2x4 BLOCKING STONE SLAB FIN. SHEATHING 2 2 3 1 FOLD UP WEATHER RESISTIVE BARRIER AND TEMPORARILY SECURE CORNER PATCH EXTERIOR SHEATHING SILL PLATE SILL FLASHING SHEATHING SHEATHING (ASSEMBLED WINDOW) WEATHER RESISTIVE BARRIER TAPE WEATHER RESISTIVE BARRIER DO NOT FLASH OVER BOTTOM NAILING FLANGE MECHANICALLY FASTEN AS NECESSARY IN CORNERS THROUGH FLASHING JAMB FLASHING FLASHING INSTALLATION DIAGRAM NOT TO SCALE 18 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE 1/2" PLYWOOD SHEATHING CORNER MTL. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER 1/2" PLYWOOD SHEATHING FLANNERY ALUM. DRIP MOLD NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. STUCCO RETURNS TO FRAME 1/2" 1/2" HEADER PER STRUCT. DWGS. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER METAL LATH CONT. BITUTHENE WP. MEMBRANE CORNER MTL. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. STUCCO RETURNS TO FRAME 1/2" 1/2" 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER ALUM. WINDOW, POWDER COAT FIN. NAIL-ON WINDOW FRAME CORNER MTL. CORNER MTL. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. STUCCO RETURNS TO FRAME 1/2" CORNER MTL. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER NAIL-ON WINDOW FRAME ALUM. WINDOW, POWDER COAT FIN. GSM FLASHING OVER BITUTHENE BOTTOM OF STUCCO BEYOND GSM FLASHING OVER BITUTHENE details A5.3 date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
16. 16. details A5.6 date: scale: project: structural engineer standardllp copyright 2010 3521 dahlia avenue los angeles, california 90026 tel: 323 662 1000 architect project ROBERT LANE 418 Robert Lane Beverly Hills, California 90210 May 10, 2010 0910 ofce of gordon polon 1718 22 street santa monica, california 90404 tel: 310 998 5611 1/2" FAMILY ROOM DOOR JAMB SCALE: 3"=1'-0" 3FAMILY ROOM DOOR JAMB SCALE: 3"=1'-0" 7OUTDOOR LIVING DOOR JAMB SCALE: 3"=1'-0" 11OUTDOOR LIVING DOOR JAMB SCALE: 3"=1'-0" 15 MASTER BATH DOOR SILL SCALE: 3"=1'-0" 9 FAMILY ROOM / MASTER BEDROOM DOOR SILL SCALE: 3"=1'-0" 1OUTDOOR LIVING DOOR SILL SCALE: 3"=1'-0" 5 FAMILY RM. / MASTER BEDRM. DOOR HEAD SCALE: 3"=1'-0" 2OUTDOOR LIVING DOOR HEAD SCALE: 3"=1'-0" 6MASTER BATH DOOR HEAD SCALE: 3"=1'-0" 10 EXTERIOR SHOWER DOOR / SIDE LIGHT SILL SCALE: 3"=1'-0" 13 EXTERIOR SHOWER DOOR / SIDE LIGHT HEAD SCALE: 3"=1'-0" 14 EDGE OF THRESHOLD BELOW POCKET INTERLOCKER ALUM. SCREEN, POWDER COAT FIN. 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER CORNER MTL. CONT. BITUTHENE WP. MEMBRANE METAL LATH ALUM. DOOR, POWDER COAT FIN. POCKET INTERLOCKER 2 1/2" 1/2" EXTERIOR FAMILY ROOM EDGE OF THRESHOLD BELOW EXTERIOR FAMILY ROOM 1/2" PLYWOOD SHEATHING FULL MORTAR BED OVER LATH & PAPER STONE SLAB FIN. CONTINUOUS WP. MEMBRANE 2 1/2"1/2" ALUM. DOOR, POWDER COAT FIN. DOOR FRAME STRUCT. COLUMN, SEE STRUCT. DWGS. 1/2" SHADOW MOLD SOLID WD. TRIM, MITER CORNER, STAIN FIN. 5/8" GWB., SMOOTH FINISH PAINT 1/2" SHADOW MOLD SOLID WD. TRIM, MITER CORNER, STAIN FIN. 5/8" GWB., SMOOTH FINISH PAINT ALUM. SCREEN, POWDER COAT FIN. CONTINUOUS WP. MEMBRANE 1/2" PLYWOOD SHEATHING FULL MORTAR BED OVER LATH & PAPER STONE SLAB FIN. ALUM. DOOR POWDER COAT FIN. BLOCK DOOR FRAME HINGE STRUCT. COLUMN, SEE STRUCT. DWGS. SOLID WD. TRIM, MITER CORNER, STAIN FIN. ALUM. DOOR POWDER COAT FIN. OUTDOOR SHOWER SHOWER EXTERIOR CONTINUOUS WP. MEMBRANE FULL MORTAR BED OVER LATH & PAPER 1/2" PLYWOOD SHEATHING STONE SLAB FIN. SOLID WD. TRIM, MITER CORNER, STAIN FIN. EXTERIOR 2 1/2"1/2" 2 1/2" 1/2" 2 1/2"1/2" FULL MORTAR BED OVER LATH & PAPER 1/2" PLYWOOD SHEATHING STONE SLAB FIN. EXTERIOR ALUM. DOOR, POWDER COAT FIN. EDGE OF THRESHOLD BELOW POCKET INTERLOCKER CONTINUOUS WP. MEMBRANE POCKET INTERLOCKER EDGE OF THRESHOLD BELOW ALUM. SCREEN, POWDER COAT FIN. STRUCT. COLUMN, SEE STRUCT. DWGS. ALUM. DOOR, POWDER COAT FIN. POCKET INTERLOCKER SOLID WD. TRIM, MITER CORNER, STAIN FIN. 2 1/2" 1/2" EXTERIOR ALUM. DOOR, POWDER COAT FIN. DOOR FRAME SOLID WD. TRIM, MITER CORNER, STAIN FIN. CORNER MTL. METAL LATH 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER CONT. BITUTHENE WP. MEMBRANE EDGE OF THRESHOLD BELOW FLANNERY ALUM. J-MOLD STRUCT. COLUMN, SEE STRUCT. DWGS. ALUM. SCREEN, POWDER COAT FIN. 2x10 STRUCT. COLUMN, SEE STRUCT. DWGS. 2x10 2x10 1/2" SHADOW MOLD 1/2" SHADOW MOLD 1/2" SHADOW MOLD 1/2" SHADOW MOLD5/8" GWB., SMOOTH FINISH PAINT 5/8" GWB., SMOOTH FINISH PAINT MASTER BATH MASTER BATH MASTER BEDROOM MASTER BEDROOM 2x4 MASTER BEDROOM DOOR JAMB SCALE: 3"=1'-0" 4MASTER BATH DOOR JAMB SCALE: 3"=1'-0" 16 MASTER BEDROOM DOOR JAMB SCALE: 3"=1'-0" 8MASTER BATH DR. JAMB SCALE: 3"=1'-0" 20 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER EXTERIOR ENTRY HALL POCKET INTERLOCKER CORNER MTL. 1/2" PLYWOOD SHEATHING METAL LATH CONT. BITUTHENE WP. MEMBRANE EDGE OF THRESHOLD / TRACK BELOW ALUM. DOOR, POWDER COAT FIN. SOLID WD. TRIM, MITER CORNER, STAIN FIN. ALIGN FACE OF FRAMES HEADER PER STRUCT. DWGS. FLANNERY ALUM. DRIP MOLD 1/2" PLYWOOD SHEATHING CONT. BITUTHENE WP. MEMBRANE METAL LATH 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER CONTINUOUS WP. MEMBRANE FULL MORTAR BED OVER LATH & PAPER STONE SLAB FIN. NAIL ON DOOR FRAME 2x4 BLOCKING ALUM. DOOR, POWDER COAT FIN. DOOR FRAME / SIDE LIGHT FRAME BEYOND SHOWEROUTDOOR SHOWER CONTINUOUS WP. MEMBRANE FULL MORTAR BED OVER LATH & PAPER STONE SLAB FIN. 21/2"1/2" 1/2" SHADOW MOLD SOLID WD. TRIM, MITER CORNER, STAIN FIN. UPPER DOOR TRACK SOLID WD. TRIM, STAIN FIN. BEYOND ALUM. DOOR, POWDER COAT FIN. HEADER PER STRUCT. DWGS. 1/2" PLYWOOD SHEATHING CONT. BITUTHENE WP. MEMBRANE METAL LATH 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER 1/2" 5/8" GWB, SMOOTH FINISH PAINT UPPER DOOR TRACK SOLID WD. TRIM, STAIN FIN. BEYOND ALUM. DOOR, POWDER COAT FIN. 1/2" PLYWOOD SHEATHING SOLID WD. TRIM, MITER CORNER, STAIN FIN. ENTRY HALLOUTDOOR LIVING POCKET BEYOND 21/2"1/2" 1/2" SHADOW MOLD 5/8" GWB, SMOOTH FINISH PAINT SOLID WD. TRIM, MITER CORNER, STAIN FIN. CONT. BITUTHENE WP. MEMBRANE METAL LATH FLANNERY ALUM. J-MOLD STUCCO RETURNS TO POCKET UPPER DOOR TRACK SOLID WD. TRIM, STAIN FIN. BEYOND ALUM. DOOR, POWDER COAT FIN. POCKET BEYOND PER FLOOR PLANS INTERIOR EXTERIOR MASTER BATH POCKET / DOOR FRAME BEYOND, SEE FLOOR PLANS SOLID WD. TRIM, STAIN FIN. BEYOND INTERIOR GSM FLASHING OVER BITUTHENE DOOR TRACK ALUM. SCREEN, POWDER COAT FIN. SILL RISER STAINLESS STL. SUBSILL SET IN CONT. SEALANT STONE SLAB FIN. RETURNS TO POCKET / DOOR FRAME, SEE FLOOR PLANS CONCRETE S.O.G. 2x4 PRESSURE TREATED SLEEPERS @ 12" O.C. PERP. TO FLOOR BOARDS POLYETHYLENE FILM WD. FLOORING, STAIN FIN. ALUM. DOOR, POWDER COAT FIN. EXTERIOR CONTINUOUS TRENCH DRAIN SAWCUT & PATCH (E) SLAB 1 1/2" MORTAR BED CONCRETE S.O.G. 3/4" STONE SLAB FIN. OVER MORTAR BED ALUM. DOOR, POWDER COAT FIN. POCKET BEYOND SOLID WD. TRIM, STAIN FIN. BEYOND STUCCO RETURNS TO POCKET STAINLESS STL. SUBSILL SET IN CONT. SEALANT DOOR TRACK ENTRY HALLOUTDOOR LIVING 1 1/2" MORTAR BED 3/4" STONE SLAB FIN. OVER MORTAR BED STAINLESS STL. SUBSILL SET IN CONT. SEALANT DOOR TRACK ALUM. DOOR, POWDER COAT FIN. STONE SLAB FIN. RETURNS TO DOOR FRAME EXTERIOR MASTER BATH STONE SLAB FIN. RETURNS TO DOOR FRAME 1 1/2" MORTAR BED 3/4" STONE SLAB FIN. OVER MORTAR BED EDGE OF THRESHOLD BELOW BLOCK DOOR FRAME 2x6 EDGE OF THRESHOLD BELOW SHOWER SHOWER EDGE OF THRESHOLD BELOW EDGE OF THRESHOLD BELOW ALIGN ALUM. DOOR, POWDER COAT FIN. CONTINUOUS WP. MEMBRANE FULL MORTAR BED OVER LATH & PAPER 1/2" PLYWOOD SHEATHING STONE SLAB FIN. EDGE OF THRESHOLD BELOW DOOR FRAME 6" THRESHOLD SET IN CONT. SEALANT DOOR FRAME / SIDE LIGHT FRAME BEYOND OUTDOOR SHOWER SHOWER 4" 6" 9'-0" A.F.F.9'-0" A.F.F. 9'-0" A.F.F. 1/2" SHADOW MOLD 21/2" 9'-0" A.F.F. FIN. FLOOR CONCRETE S.O.G. CONCRETE S.O.G. FIN. FLOORFIN. FLOORFIN. FLOOR EDGE OF THRESHOLD / TRACK BELOW FLANNERY ALUM. J-MOLD CONT. BITUTHENE WP. MEMBRANE METAL LATH 1/2" PLYWOOD SHEATHING 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER EXTERIOR ENTRY HALL ALUM. DOOR, POWDER COAT FIN. DOOR FRAME 2x8 5/8" GWB., SMOOTH FINISH PAINT 2 1/2" 21/2"1/2" SOLID WD. TRIM, MITER CORNER, STAIN FIN. 1/2" SHADOW MOLD 1/2" 5/8" GWB., SMOOTH FINISH PAINT 21/2"1/2" 2 1/2" 1/2" SHADOW MOLD1/2" 1/2" PLYWOOD SHEATHING ALUM. DOOR, POWDER COAT FIN. 3/4" STONE SLAB FIN. OVER MORTAR BED 1/2" 1/2" 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER HEADER PER STRUCT. DWGS. FLANNERY ALUM. DRIP MOLD FLANNERY ALUM. J-MOLD FLANNERY ALUM. DRIP MOLD FLANNERY ALUM. J-MOLD STONE SLAB FIN. RETURNS TO DOOR FRAME 1/2" 7/8" 3 COAT STUCCO, SMOOTH TROWEL WITH INTEGRAL COLOR, OVER LATH & 2 LAYERS PAPER HEADER PER STRUCT. DWGS. FLANNERY ALUM. DRIP MOLD 1/2" PLYWD. SHEATHING CONT. BITUTHENE WP. MEMBRANE METAL LATH FLANNERY ALUM. J-MOLD ALUM. SCREEN, POWDER COAT FIN. STONE SLAB FIN. RETURNS TO POCKET EXTERIOR 05.10.10 bid set 04.06.10 plan check 01.12.10 100% DD 12.10.09 100% SD
17. 17. ARCHITECTURAL A0.0 PROJECT INFORMATION A0.01 GENERAL NOTES A0.1 EXISTING SITE & FLOOR DEMO PLANS A0.2 EXISTING EXTERIOR ELEVATIONS A1.0 SITE PLAN & FLOOR PLAN A1.1 ROOF PLAN & CLERESTORY PLAN A1.2 ENLARGED BATHROOM PLAN & CEILING PLAN A2.0 EXTERIOR ELEVATIONS A3.0 BUILDING SECTIONS A3.1 WALL SECTIONS A3.2 WALL SECTIONS A4.0 SCHEDULES T-24 TITLE 24 ENERGY CALCULATIONS XXX XX XX XX XX XX XX XX XX XX BUILDING SECTION WALL SECTION SECTION DETAIL REFERENCE EXTERIOR ELEVATION XX X X X X INTERIOR ELEVATION DOOR TAG PLAN DETAIL REFERENCE KEYNOTE IDENTIFIER DATUM ELEVATION 1 REVISION CLOUD AND DELTA BREAK LINE ROOM TAG WINDOW TAG WALL TYPE Y X COLUMN GRID LINE OCCUPANCY KEY EARTH GRAVEL CONCRETE PLASTER, MORTAR, SAND WOOD-FINISHED WOOD-ROUGH WOOD-BLOCKING IRON, STEEL STONE ALUMINUM PLYWOOD SPRAY, FOAM INSULATION BATT INSULATION MASONRY RESILIENT FLOOR, P.LAM. A.C.T. WATERPROOFING CARPET & PAD KITCHEN LAMINATE LIGHT MACHINE(D) MAXIMUM MECHANICAL, ELECTRICAL AND PLUMBING MANUFACTURER MINIMUM MISCELLANEOUS MOUNTED METAL MAN HOLE COVER NORTH NATIONAL ELECTRICAL CODE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OPPOSITE HAND OCCUPANT LOAD FACTOR OPENING OPPOSITE PAINT(ED) PLANTER DRAIN PLATE PLASTIC LAMINATE PLYWOOD PANEL PAIR POINT PARTITION RISER RADIUS REFER TO REINFORCING REQUIRED ROOM ROUGH OPENING SOUTH SOLID CORE SCHEDULE(D) SECTION SHELF SHEET SIMILAR SPECIFICATION(S) SOUND TRANSMISSION CLASSIFICATION STANDARD STEEL STRUCTURE SUSPENDED TREAD TONGUE & GROOVE TOP OF GRATE THICK TOP OF TOP OF CONCRETE TOP OF SLAB TOP OF STEEL TOP OF WALL TYPICAL UNIFORM BUILDING CODE UNDERWRITERS LABORATORY UNFINISHED UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED UNIFORM PLUMBING CODE VINYL COMPOSITION TILE VERIFY VERIFY IN FIELD WATER PROOFING WEST WITH WOOD WITHOUT KIT. LAM. LT. MACH. MAX. M.E.P. MANU. MIN. MISC. MTD. MTL. MHC. N N.E.C. N.I.C. NO. NOM. N.T.S. O.C. O.D. O.H. OLF OPNG. OPP. PTD. P.D. PL. P.LAM. PLYWD. PNL. PR. PT. PART. R RAD. RE: REINF. REQ'D RM. R.O. S S.C. SCHED. SEC(T) SHF SHT. SIM. SPEC. S.T.C. STD. STL. STR(UCT) SUSP. T T&G T.G. THK. T.O. T.O.C. T.O.S. T.O.STL. T.O.W. TYP. U.B.C. U.L. UNF. U.N.O. U.O.N. U.P.C. V.C.T. VER. V.I.F. W.P. W W/ WD. W/O AND ANGLE AT CENTERLINE DIAMETER DEGREE POUND ABOVE ACOUSTIC ACOUSTIC CEILING TILE ABOVE FINISHED FLOOR AREA DRAIN ADJUSTABLE APPROXIMATE(LY) ARCHITECTUR(AL) ALUMINUM BUILDING BLOCKING BEAM BOTTOM OF BOTTOM CABINET CALIFORNIA CODE OF REGULATIONS CATCH BASIN CALIF. BUILDING CODE CEMENT CEILING CLOSET CLEAN OUT COLUMN CLEAR COMMON PATH OF EGRESS TRAVEL CONCRETE CONTINUOUS CARPET CENTER DETAIL DETAIL DIAMETER DIAGONAL DIMENSION DO OVER DOWN DOOR DOWNSPOUT DRAWING EAST EXISTING EACH EXPANSION JOINT ELEVATION ELECTRIC(AL) EMERGENCY EDGE OF SLAB EQUAL EQUIPMENT EXISTING EXPOSED OR EXPANSION EXTERIOR FIRE ALARM FACTORY FIRE EXTINGUISHER CABINET FINISHED FLOOR FINISH FLOOR ELEVATION FINISHED GRADE FINISH(ED) FLOOR FLUORESCENT FACE OF FACE OF FINISH FACE OF STUDS FACE OF WALL FIRE RATED FIBERGLASS REINFORCED PANEL FINISHED SURFACE FOOT OR FEET FURRING FIELD VERIFY GAUGE GALVANIZED GENERAL CONTRACTOR GALVANIZED IRON GLASS GYPSUM WALLBOARD HOLLOW CORE HANDICAPPED HARDWOOD HOLLOW METAL HOLD OPEN HOUR OR HANDRAIL HEIGHT HEATING VENTILATION AND AIR CONDITIONING HOT WATER HOSE BIB INSIDE DIAMETER PIPE INVERT ELEVATION INSULATION JOINT & L @ CL # ABV. ACOUST. A.C.T. A.F.F. AD ADJ. APPROX. ARCH. ALUM. BLDG. BLKG. BM. B.O. BOT. CAB. C.C.R. CB C.B.C. CEM CLG. CLO. C.O. COL. CLR. C.P.O.E.T. CONC. CONT. CPT. CTR. DET. DTL. DIA. DIAG. DIM. D.O. DN. DR. D.S. DWG. E (E) EA. E.J. EL(EV) ELEC. EMER. E.O.S. EQ. EQUIP. EXIST. EXP. EXT. F.A. FACT. F.E.C. F.F. F.F.E. F.G. FIN. FLR. FLUOR. F.O. F.O.F. F.O.S. F.O.W. F.R. F.R.P. F.S. FT. FURR. F.V. GA. GALV. G.C. G.I. GL. GWB. H.C. HC. HDWD. H.M. H.O. HR. HT. H.V.A.C. H.W. H.B. I.D. I.E . INSUL. JT. 3 3 NAME ROOM # PROJECT INFORMATION 1/# # SF # A OCCUPANCY GROUP PER CBC CHAPTER 3 MAXIMUM FLOOR AREA PER OCCUPANT PER CBC TABLE 1004.1.1 NUMBER OF OCCUPANTS GROSS FLOOR AREA OF OCCUPANCY PROJECT ADDRESS: 3540 MCLAUGHLIN AVE. LOS ANGELES, CALIFORNIA 90066 CONSTRUCTION TYPE: TYPE V : NON-SPRINKLERED DESCRIPTION OF WORK A NEW 593 SF ADDITION TO AN EXISTING 1-STORY SINGLE FAMILY DWELLING. SHEET INDEX STRUCTURAL S-0 GENERAL NOTES S-0.1 GENERAL NOTES S-1 FOUNDATION PLAN S-2 ROOF FRAMING PLAN S-3 DETAILS S-3 DETAILS S-5 SHEAR WALL DETAILS CIVIL 1 TOPOGRAPHIC SURVEY ABBREVIATIONSGRAPHIC SYMBOLS ADDITIONAL NOTES NO ROOFTOP EQUIPMENT IS ALLOWED THERE ARE NO OAK, BAY LAUREL, OR SYCAMORE TREES ON HE LOT OR WITHIN 20 FEET OF THE SITE. RETAINING WALLS, POOLS, SPAS, JACUZZIS, FENCES, AND PATIO COVERS, REQUIRE A SEPARATE PERMIT. LOT SIZE: EXISTING LOT SIZE = 8,000 SF BUILDING AREA: EXISTING SINGLE FAMILY DWELLING = 1,407 SF EXISTING 2-CAR GARAGE = 366 SF NEW ADDITION = 593 SF TOTAL AREA = 2,366 SF LANDSCAPE AREA: EXISTING LOT SIZE = 8,000 SF EXISTING LANDSCAPE AREA = 4,314 SF LOST LANDSCAPE AREA PER NEW ADDITION = 734 SF TOTAL LANDSCAPE AREA = 3,580 SF LOT COVERAGE: EXISTING SFD = 1,407 SF EXISTING GARAGE = 366 SF NEW ADDITION = 593 TOTAL = 2,366 SF FLOOR AREA RATIO: 2,366 SF / 8,000 SF = .30 LANDSCAPE PERCENTAGE: 3,580 SF / 8,000 SF = 45% (40% MIN ALLOWED FOR EXISTING SFD) SITE/LANDSCAPE COVERAGE ANALYSIS PLOT PLANNOT TO SCALE FIRE SPRINKLER SYSTEM : NONE EXISTING. EXEMPT FROM PROVING A NEW SPRINKLER SYSTEM, PER CALIFORNIA RESIDENTIAL CODE SECTION R313.2 CRC SECTION R313.2 EXEMPTION: "AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALL NOT BE REQUIRED FOR ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS THAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM." FIRE PREVENTION APPLICABLE CODES THIS PROJECT SHALL COMPLY WITH THE FOLLOWING: 2010 CALIFORNIA RESIDENTIAL CODE (C.C.R. TITLE 24, PART 2. VOL 2.5)) 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE (C.C.R. TITLE 24, PART 11) 2010 CALIFORNIA ENERGY CODE (C.C.R. TITLE 24, PART 6) VICINITY MAP EXISTING 1-STORY SINGLE FAMILY DWELLING AREA = 1,407 SF EXISTING 2-CAR GARAGE AREA = 366 SF 1-STORY ADDITION AREA = 593 SF MCLAUGHLINAVE LOT SIZE 8,000 SF +/- 17'-2"+/-INSIDECLR 19'-2" +/- INSIDE CLR PL PL PL PL A0.0 PROJECT INFORMATION NONE SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION
18. 18. A0.01 GENERAL NOTES NONE SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION
19. 19. SINGLE FAMILY RESIDENCE EXISTING GROUND FLR AREA = 1,407 SF EXISTING 2-CAR GARAGE = 366 SF TOTAL EXISTING FLOOR AREA = 1,773 SF 20'-2" +/- 18'-2"+/- 15'-0" REAR YARD SETBACK 5'-0" SIDEYARD SETBACK 5'-0" SIDEYARD SETBACK FRONT YARD SETBACK 2-CAR GARAGE EXISTING 100 PUBLICRIGHTOFWAY EXISTING PATH OF TRAVEL ENTRY DOOR TO/FROM PUBLIC RIGHT OF WAY 19'-2" +/- INSIDE CLEAR 17'-2"+/-INSIDECLEAR (E) STEPS (E) DRIVEWAY (E) WALKWAY (E) WALKWAY (E) PATIO (E) CONCRETE SLAB 38'-0" +/- 20'-0" 40'-4"+/- 17'-2"+/-5'-0"+/- (E) WALKWAY D3 D4 D1 D2 D4 LIVING ROOM EXISTING 104 ENTRY EXISTING 101 DINING ROOM EXISTING 103 KITCHEN EXISTING 102 HALL WAY EXISTING 105 BEDROOM EXISTING 106 BEDROOM EXISTING 108 BATH EXISTING 107 BATH EXISTING 109 BEDROOM EXISTING 110 A0.2 4 A0.2 3 A0.2 2 A0.2 1 D1 1. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AT JOBSITE AND SHALL NOTIFY ARCHITECT IF THERE ARE ANY OMISSIONS OR DISCREPANCIES. 2. ALL NEW AND EXISTING FINISHES SCHEDULED TO REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. ANY DAMAGE SHALL BE REPAIRED BY CONTRACTOR. 3. ALL FINISH MATERIALS AND PRODUCTS, INCLUDING BUT NOT LIMITED TO: PAINT, CARPET, CEILING TILE, WALL BASE, ETC. ARE TO BE SELECTED AND SPECIFIED BY TENANT'S PROJECT MANAGER (PM). 4. ALL NEW CABINETRY AND CASEWORK, INCLUDING BUT NOT LIMITED TO: KITCHENETTE AND/OR COFFEE BAR CABINETS AND COUNTERTOPS, STORAGE CABINETS AND SHELVING, ETC, TO BE SELECTED AND SPECIFIED BY THE TENANT'S PM. D2 D3 D4 DEMO EXISTING WINDOW AND WALL BELOW FOR NEW DOOR OPENING. DEMO EXISTING ROOF OVERHANG TO FACE OF CHIMNEY. PARTIALLY DEMO EXISTING CONCRETE PATIO DEMO EXISTING ROOF OVERHANG. A0.1 EXISTING SITE PLAN & DEMO PLAN 1EXISTING DEMO FLOOR PLAN 3/16" = 1'-0" 2EXISTING SITE PLAN 1/8" = 1'-0" SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION AS NOTED
20. 20. GROUND FLR EL: 0'-0" 15'-9"+/- T.O. ROOF RIDGE EL: 15'-9" +/- T.O. CHIMNEY EL: 14'-5" +/- GROUND FLR EL: 0'-0" 15'-9"+/- T.O. ROOF RIDGE EL: 15'-9" +/- GROUND FLR EL: 0'-0" 15'-9"+/- T.O. ROOF RIDGE EL: 15'-9" +/- T.O. CHIMNEY EL: 14'-5" +/- GROUND FLR EL: 0'-0" 15'-9"+/- T.O. ROOF RIDGE EL: 15'-9" +/- T.O. CHIMNEY EL: 14'-5" +/- DEMO (E) ROOF OVERHANG BEYOND TO FACE OF CHIMNEY DEMO (E) ROOF OVERHANG TO FACE OF CHIMNEY DEMO UNDERFACE OF (E) ROOF OVERHANG TO FACE OF WALL DEMO (E) ROOF OVERHANG TO FACE OF CHIMNEY DEMO (E) WINDOW AND WALL BELOW FOR NEW DOOR OPENING DEMO (E) STUCCO SIDING DEMO (E) ROOF OVERHANG TO FACE OF WALL DEMO (E) ROOF OVERHANG TO FACE OF WALL A0.2 EXISTING EXTERIOR ELEVATIONS 3/16" = 1'-0" SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION 13/16" = 1'-0" EAST ELEVATION 33/16" = 1'-0" NORTH ELEVATION 23/16" = 1'-0" WEST ELEVATION SOUTH ELEVATION 43/16" = 1'-0" 56
21. 21. LIVING ROOM EXISTING 104 ENTRY EXISTING 101 DINING ROOM EXISTING 103 KITCHEN EXISTING 102 HALL WAY EXISTING 105 BEDROOM EXISTING 106 BEDROOM EXISTING 108 BATH EXISTING 107 BATH EXISTING 109 BEDROOM EXISTING 110 DEN 110 BEDROOM 113 BATH 114 LIVING ROOM 112 KITCHEN 111 8'-1" +/- 11'-2" +/- 12'-9" +/- 9'-6" +/- 9'-0"+/-4'-0"+/- 41'-6" +/- 3'-6"+/- 111.1 112.3114.1110.2 111.2 113.1 110.1 113.2 113.3 112.1 112.2 110.1 112.1 114.1 112.2 113.2 113.1 ENTRY/EGRESS DOOR: 36" WIDE ENTRY/EGRESS DOOR: 32" WIDE EQ.EQ. 4'-9" +/- 5'-0" +/- 2'-0"+/- 3'-6"+/- 2'-0"+/- 11'-7" +/-1'-9" +/- 5'-11" +/- 8'-11" +/- 2'-2"+/- 3'-7" +/- 4'-9" +/- 4'-6"+/- 21'-10" +/- 12'-4" +/- 10'-9" +/-7'-7" +/- 3'-0"3'-0" 3'-6" +/- 8'-0" 8'-0"+/- 5'-6" A2.0 3 A2.0 4 A2.0 2 A2.0 1 A3.0 1 A3.0 2 SDA1.2 2 SD SD A3.1 3 A3.1 2 A3.1 1 A3.2 3 A3.2 2 A3.2 1 41'-6" +/- 8'-1" +/- 11'-2" +/- 12'-9" +/- 9'-6" +/- 3'-6"+/- 3'-6"+/- 9'-0"+/-4'-0"+/- 38'-0" +/- 40'-4"+/- 20'-2" +/- 18'-2"+/- 15'-0" REAR YARD SETBACK 5'-0" SIDEYARD SETBACK 5'-0" SIDEYARD SETBACK 20'-0" FRONT YARD SETBACK 2-CAR GARAGE EXISTING 100 PUBLICRIGHTOFWAY EXISTING PATH OF TRAVEL ENTRY DOOR TO/FROM PUBLIC RIGHT OF WAY 19'-2" +/- INSIDE CLEAR 17'-2"+/-INSIDECLEAR SINGLE FAMILY RESIDENCE EXISTING GROUND FLR AREA = 1,407 SF EXISTING 2-CAR GARAGE = 366 NEW ADDITION = 593 SF TOTAL FLOOR AREA = 2,366 SF NEW ADDITION = 593 SF (E) STEPS (E) DRIVEWAY (E) WALKWAY (N) WALKWAY (E) WALKWAY (E) PATIO (N) STEP (N) PATIO (E) CONCRETE SLAB (N) STEP 1. LIGHT: EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING AT 8% OF THE FLOOR AREA OR BY MEANS OF ARTIFICIAL LIGHT AT 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES. 2. VENTILATION: NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE THROUGH OPENINGS TO THE OUTDOORS AT 4% OF THE FLOOR AREA, ALL BATHROOMS SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE LA CITY MECHANICAL CODE, CHAPTER 4. 3. BATHROOMS MAY HAVE MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR. 4. SMOKE DETECTORS (NEW CONSTRUCTION): TO BE POWERED BY 120V ELECTRICAL SOURCE WITH BATTERY BACKUP.SMOKE ALARMS SHALL BE INTERCONNECTED. 5. SMOKE DETECTORS (EXISTING CONSTRUCTION): BATTERY-OPERATED DETECTORS ARE PERMITTED. 6. SHOWER & TUB ENCLOSURES SHALL BE TEMPERED GLAZING. 7. 70" HIGH NON-ABSORBENT FINISH AT SHOWER & TUB WALLS. EXISTING EXTERIOR WALLS TO REMAIN NEW INTERIOR WALL PARTITION: NON-LOAD BEARING: 2X4 WOOD STUDS AT 16" O.C. TO UNDERSIDE OF (N) CEILING JOISTS, (1) LAYER OF 5/8" GWB EACH SIDE, PAINT FINISH SMOKE DETECTOR: AT CEILING LEVEL, HIGHEST POINT OF CEILING, SEE NOTES ABOVE FOR MORE INFO NEW EXTERIOR WALL: SEE STRUCTURAL DRAWINGS AND ARCHTIECTURAL SHEETS A3.01 & 3.02 FOR ADDITION INFORMATION EXISTING INTERIOR WALLS TO REMAIN 113.2 113.1 SD SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION A1.0 SITE PLAN & FLOOR PLAN 1 2SITE PLAN 1/8" = 1'-0" GROUND FLOOR PLAN 3/16" = 1'-0" AS NOTED
22. 22. A2.0 3 A2.0 4 A2.0 2 A2.0 1 A3.0 1 A3.0 2 DEN 110 BEDROOM 113 ATTIC 200 113.4 19'-9" +/- 3'-8" +/- EQEQ A3.1 3 A3.1 2 A3.1 1 A3.2 3 A3.2 2 A3.2 1 A2.0 3 A2.0 4 A2.0 2 A2.0 1 A3.0 1 A3.0 2 BONDERIZED GUTTERS AND DOWNSPOUTS BONDERIZED GUTTERS AND DOWNSPOUTS BONDERIZED GUTTERS AND DOWNSPOUTS BONDERIZED GUTTERS AND DOWNSPOUTS BONDERIZED GUTTERS AND DOWNSPOUTS BONDERIZED GUTTERS AND DOWNSPOUTS BONDERIZED GUTTERS AND DOWNSPOUTS SKYLIGHT 1. LIGHT: EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING AT 8% OF THE FLOOR AREA OR BY MEANS OF ARTIFICIAL LIGHT AT 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES. 2. VENTILATION: NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE THROUGH OPENINGS TO THE OUTDOORS AT 4% OF THE FLOOR AREA, ALL BATHROOMS SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE LA CITY MECHANICAL CODE, CHAPTER 4. 3. BATHROOMS MAY HAVE MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR. 4. SMOKE DETECTORS (NEW CONSTRUCTION): TO BE POWERED BY 120V ELECTRICAL SOURCE WITH BATTERY BACKUP.SMOKE ALARMS SHALL BE INTERCONNECTED. 5. SMOKE DETECTORS (EXISTING CONSTRUCTION): BATTERY-OPERATED DETECTORS ARE PERMITTED. 6. SHOWER & TUB ENCLOSURES SHALL BE TEMPERED GLAZING. 7. 70" HIGH NON-ABSORBENT FINISH AT SHOWER & TUB WALLS. SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION A1.1 CLERESTORY & ROOF PLAN 3/16" = 1'-0" CLERESTORY (VAULTED CEILING) PLAN 13/16" = 1'-0" ROOF PLAN 23/16" = 1'-0"
23. 23. EQ.EQ.EQ.EQ. EQ.EQ. EQ.EQ. EQ.EQ. EQ. EQ. SD SD SD EQ. C2 C2 C2 EQ. C3 C3 C3 C4 C3 C3C3 C3 C3 C3 C3 C3 C1 C1 C1 F1 BATHTUB AND PLUMING FIXTURES, TO BE SELECTED BY OWNER. F2 F3 BATHROOM VANITY SINK COUNTERTOP, SINKS, CABINETS, FAUCETS, MIRRORS, TO BE SELECTED BY OWNER. F4 TOILET TO BE SELECTED BY OWNER. BATHROOM FINISHES: FLOOR TILE, WALL TILE, ETC, TO BE SELECTED BY OWNER. 1. LIGHT: EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING AT 8% OF THE FLOOR AREA OR BY MEANS OF ARTIFICIAL LIGHT AT 10 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES. 2. VENTILATION: NATURAL VENTILATION OF AN OCCUPIED SPACE SHALL BE THROUGH OPENINGS TO THE OUTDOORS AT 4% OF THE FLOOR AREA, ALL BATHROOMS SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH THE LA CITY MECHANICAL CODE, CHAPTER 4. 3. BATHROOMS MAY HAVE MECHANICAL VENTILATION PROVIDING 5 AIR CHANGES PER HOUR. 4. SMOKE DETECTORS (NEW CONSTRUCTION): TO BE POWERED BY 120V ELECTRICAL SOURCE WITH BATTERY BACKUP.SMOKE ALARMS SHALL BE INTERCONNECTED. 5. SMOKE DETECTORS (EXISTING CONSTRUCTION): BATTERY-OPERATED DETECTORS ARE PERMITTED. 6. SHOWER & TUB ENCLOSURES SHALL BE TEMPERED GLAZING. 7. 70" HIGH NON-ABSORBENT FINISH AT SHOWER & TUB WALLS. C1 NEW VAULTED/SLOPED CEILING, (1) LAYER OF 5/8" GWB C2 NEW CEILING AT 7'-6" A.F.F C3 NEW 4X8 EXPOSED COLLAR TIE, PAINT FINISH (CONFIRM WITH OWNER). EXISTING EXTERIOR WALLS TO REMAIN NEW INTERIOR WALL PARTITION: NON-LOAD BEARING: 2X4 WOOD STUDS AT 16" O.C. TO UNDERSIDE OF (N) CEILING JOISTS, (1) LAYER OF 5/8" GWB EACH SIDE, PAINT FINISH SMOKE DETECTOR: AT CEILING LEVEL, HIGHEST POINT OF CEILING, SEE NOTES ABOVE FOR MORE INFO NEW EXTERIOR WALL: SEE STRUCTURAL DRAWINGS AND ARCHTIECTURAL SHEETS A3.01 & 3.02 FOR ADDITION INFORMATION EXISTING INTERIOR WALLS TO REMAIN C4 NEW SKYLIGHT 5'-6" 2'-6" 1'-3" 1'-3" 2'-6" 2'-0" 1'-6" F1 F4 F3 F2 1'-6" 3'-0" SD A1.2 CEILING & ENLARGED BATHROOM PLAN AS NOTED 1 ENLARGED BATHROOM PLAN 3/4" = 1'-0" SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION 1 2 REFLECTED CEILING PLAN 3/16" = 1'-0"
24. 24. A3.0 1 A3.0 2 A3.0 1 A3.0 2 GROUND FLR EL: 0'-0" T.O. NEW ROOF RIDGE EL: 12'-2" +/- T.O. NEW ROOF RIDGE EL: 15'-7" +/- 12'-2"+/-3'-5"+/- GROUND FLR EL: 0'-0" T.O. NEW ROOF RIDGE EL: 12'-2" +/- T.O. NEW ROOF RIDGE EL: 15'-7" +/- 12'-2"+/-3'-5"+/- GROUND FLR EL: 0'-0" T.O. NEW ROOF RIDGE EL: 12'-2" +/- T.O. NEW ROOF RIDGE EL: 15'-7" +/- 12'-2"+/-3'-5"+/- GROUND FLR EL: 0'-0" T.O. (E) ROOF RIDGE EL: 15'-9" +/-15'-9"+/- GROUND FLR EL: 0'-0" T.O. (E) ROOF RIDGE EL: 15'-9" +/- 15'-9"+/- T.O. (E) CHIMNEY EL: 14'-5" +/- GROUND FLR EL: 0'-0" 3-COAT STUCCO, SAND FINISH/PAINT FINISH BOARD & BATT 16" O.C., PAINT FINISH (BOARD: 5/16" HARDIPANELS) (BATT: HARDITRIM 3/4" x 2-1/2") BONDERIZED METAL FLASHING, PAINT FINISH HARDITRIM 5/4 X 3-1/2", PAINT FINISH METAL DRIP FLASHING, PAINT FINISH BONDERIZED METAL GUTTER, PAINT FINISH NEW ROOF TO MATCH EXISTING: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT PATCH (E) STUCCO TO REMAIN (E) ROOF TO REMAIN: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT (N) SKYLIGHT (E) BRICK CHIMNEY TO REMAIN METAL DRIP FLASHING, PAINT FINISH (E) DOOR TO REMAIN NEW FASCIA OVER CUT ROOF OVERHANG, PAINT FINISH BONDERIZED DRIP FLASHING HARDITRIM, PAINT FINISH BOARD & BATT 16" O.C., PAINT FINISH (BOARD: 5/16" HARDIPANELS) (BATT: HARDITRIM 3/4" x 2-1/2") BONDERIZED METAL FLASHING, PAINT FINISH BONDERIZED METAL GUTTER, PAINT FINISH NEW ROOF TO MATCH EXISTING: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT 3-COAT STUCCO, SAND FINISH/PAINT FINISH METAL DRIP FLASHING, PAINT FINISH BONDERIZED METAL GUTTER, PAINT FINISH METAL DRIP FLASHING, PAINT FINISH NEW ROOF TO MATCH EXISTING: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT (N) SKYLIGHT (E) BRICK CHIMNEY TO REMAIN HARDITRIM 5/4 X 3-1/2", PAINT FINISH (E) STUCCO TO REMAIN (E) DOOR TO REMAIN (E) WINDOWS TO REMAIN (E) GUTTER TO REMAIN (E) ROOF TO REMAIN: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT (E) FASCIA TO REMAIN BONDERIZED DRIP FLASHING HARDITRIM 5/4 X 3-1/2", PAINT FINISH BOARD & BATT 16" O.C., PAINT FINISH (BOARD: 5/16" HARDIPANELS) (BATT: HARDITRIM 3/4" x 2-1/2") BONDERIZED METAL FLASHING, PAINT FINISH BONDERIZED METAL GUTTER, PAINT FINISH NEW ROOF TO MATCH EXISTING: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT METAL DRIP FLASHING, PAINT FINISH HARDITRIM 5/4 X 3-1/2", PAINT FINISH NEW ROOF TO MATCH EXISTING: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT (E) WINDOWS TO REMAIN 15'-9"+/- GROUND FLR EL: 0'-0" T.O. (E) ROOF RIDGE EL: 15'-9" +/- T.O. (E) ROOF RIDGE EL: 15'-9" +/- 15'-9"+/- GROUND FLR EL: 0'-0" (E) STUCCO TO REMAIN (E) ROOF TO REMAIN: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT (E) BOARD & BATT TO REMAIN (E) FASCIA TO REMAIN BONDERIZED DRIP FLASHING (E) WINDOWS TO REMAIN (E) WINDOW TO REMAIN (E) BRICK VENEER TO REMAIN (E) DOOR TO REMAIN (E) WOOD SIDING TO REMAIN (E) ROOF TO REMAIN: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT (E) WINDOW TO REMAIN (E) FASCIA TO REMAIN BONDERIZED DRIP FLASHING (E) BOARD & BATT TO REMAIN (E) ROOF TO REMAIN: ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT (E) WOOD SIDING TO REMAIN (E) GUTTER TO REMAIN BONDERIZED DRIP FLASHING (E) STUCCO TO REMAIN (E) FASCIA TO REMAIN 3-COAT STUCCO, SAND FINISH/PAINT FINISH T.O. NEW ROOF RIDGE EL: 13'-10" +/- T.O. NEW ROOF RIDGE EL: 13'-10" +/- A3.1 3 A3.1 1 A3.1 2 A3.2 2 A3.2 1 A3.2 3 A2.0 EXTERIOR ELEVATIONS 3/16" = 1'-0" SOUTH ELEVATION 13/16" = 1'-0" EAST ELEVATION 33/16" = 1'-0" 43/16" = 1'-0" NORTH ELEVATION 23/16" = 1'-0" WEST ELEVATION SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION
25. 25. A3.1 2 A3.1 1 A3.1 3 A3.1 3 12 6 12 6 4X8 COLLAR TIES, SEE CEILING PLAN FOR LOCATION NEW KITCHEN / LIVING ROOM ADDITION CRAWL SPACE BELOW INSULATED FLOOR (E) GROUND FLR FINISH EL: 0'-0" A0.0 0 (E) GROUND FLR FINISH EL: 0'-0" NEW BEDROOM ADDITION 4X8 COLLAR TIES, SEE CEILING PLAN FOR LOCATION CRAWL SPACE BELOW INSULATED FLOOR A3.0 BUILDING SECTION 1/2" = 1'-0" WALL SECTION 11/2" = 1'-0" WALL SECTION 31" = 1'-0" WALL SECTION 41" = 1'-0" WALL SECTION 21/2" = 1'-0" SHEET TITLE: DATE:DRAWINGSET: DATE: SCALE: SHEET NO: 08.01.2012 08.01.2012PERMITSET STAMP: FOUNDATION 11376MATTESONAVE LOSANGELES,CA90066 T:310.903.7263 McLAUGHLINRESIDENCE 3540MCLAUGHLINAVENUE LOSANGELES,CA90066 ARCHITECTURE+CONSTRUCTIONADDITIONANDRENOVATION
26. 26. 2'-21/2" 6 12 6 12 T.O. DOOR LIVING ROOM EL: 6'-8" +/- A.F.F. GROUND FLOOR FINISH EL: 0'-0" T.O. WINDOW TRIM EL: 6'-11" +/- A.F.F. B.O. WINDOW TRIM EL: 2'-2" +/- A.F.F. GROUND FLOOR FINISH EL: 0'-0" B.O. WINDOW SILL LIVING ROOM EL: 2'-6" +/- A.F.F. 4'-9" 6'-111/2" 6 12 8'-81/2" T.O. WINDOW TRIM EL: 11'-3" +/- A.F.F. B.O. WINDOW TRIM EL: 8'-8" +/- A.F.F. GROUND FLOOR FINISH EL: 0'-0" 2'-7" 11'-31/2" B.O. WINDOW SILL BEDROOM EL: 9'-0" +/- A.F.F. PRESSURE TREATED SILL R-19 THERMAL BATT INSULATION IN FLOOR JOIST CAVITIES 3/4" STRUCTURAL 1 T&G PLYWOOD SUB-FLOOR FINISH FLOORING 7-3/4" MAX ELEVATION CHANGE PERMITTED BETWEEN EXTERIOR LANDING AND TOP OF DOOR THRESHOLD SEE STRUCTURAL FOR FOOTING AND FOUNDATION REQUIREMENTS SLOPE STEP 1/4" PER FT NEW CONCRETE STEP SEE STRUCTURAL FOR FOOTING AND FOUNDATION REQUIREMENTS SEE STRUCTURAL FOR FOOTING AND FOUNDATION REQUIREMENTS 2X10 FLOOR JOISTS AT 16" O.C. SEE STRUCTURAL PRESSURE TREATED SILL R-19 THERMAL BATT INSULATION IN FLOOR JOIST CAVITIES GRADE GRADE GRADE 3-COAT SAND FINISH STUCCO, PAINT FINISH 3-COAT SAND FINISH STUCCO, PAINT FINISH BONDERIZED METAL FLASHING, PAINT FINISH METAL CAP FLASHING ABOVE HARDITRIM, PAINT FINISH METAL CAP FLASHING ABOVE HARDITRIM, PAINT FINISH 5/16" HARDIPANELS PROVIDE A CONTINUOUS SELF-ADHESIVE ICE & WATER SHIELD FLASHING AROUND ALL WINDOW/DOOR OPENINGS PROVIDE A CONTINUOUS SELF-ADHESIVE ICE & WATER SHIELD FLASHING AROUND ALL WINDOW/DOOR OPENINGS 3/4" X 2-1/2" HARDITRIM HARDITRIM 5/4X3.5" CONTINUOUS FRAME AROUND DOOR HARDITRIM 5/4X3.5" CONTINUOUS FRAME AROUND WINDOW 1-1/2" X 4" FASCIA, PAINT FINISH BONDERIZED METAL GUTTER, PAINT FINISH BONDERIZED METAL GUTTER, PAINT FINISH BONDERIZED METAL GUTTER, PAINT FINISHBONDERIZED METAL DRIP FLASHING BONDERIZED METAL DRIP FLASHING BONDERIZED METAL DRIP FLASHINGT&G 1X6 V-GROOVE AT EXPOSED EAVE, PAINT FINISH EAVE VENTS FOR AIR CIRCULATION TO CONT. RIDGE VENT VENTS FOR AIR CIRCULATION TO CONT. RIDGE VENT EXPOSED RIDGE BEAM 41/2" CONTINUOUS RIDGE VENT, FOR AIR CIRCULATION ASPHALT COMPOSITE ROOF SHINGLES WITH (1) LAYER OF 15 FELT ROOF SHEATHING, 5/8" STRUCTURAL 1 PLYWOOD 1" GAP