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ROOF UNDERLAYMENT <br />ROOF SHEATHING <br />INSULATION <br />(IF REQUIRED) <br />CONTINUOUS <br />RIDGE VENT <br />24GA.RIDGE FLASHING <br />UNDERLAYMENT W/ <br />12"MIN. OVERLAP <br />RIDGE BOARD, SEE <br />STRUCTURAL SHEETS <br />EXTERIOR FINISH <br />6" <br /> <br />M <br />I <br />N <br />AT <br /> <br />P <br />A <br />V <br />E <br />D <br />8" <br /> <br />M <br />I <br />N <br />. <br />SILL PLATE, <br />PRESSURE TREATED <br />2" <br />MI <br />N <br />. <br />26 GAGE WEEP <br />SCREED <br />2 LAYERS 30# FELT OVER <br />PLYWOOD SHEATHING <br />ROOFING <br />ROOF FASCIA <br />2x BLOCK <br />INSULATION <br />FINISH GRADE <br />4'' THICK BASE OF 1/2'' <br />OR LARGER CLEAN <br />AGGREGATE <br />10 ML POLY VAPOR <br />DIFFUSION RETARDER <br />IS EXTENTED UNDER <br />FOOTING <br />PLYWOOD SHEATHING <br />PER STRUCT. MIN 3/8" <br />CDX <br />INTERIOR FINISH <br />2X WALL STUDS <br />CONC. SLAB <br />PLASTER WEEP SCREED 123N.T.S.N.T.S.N.T.S. <br />R-15 INSULATION <br />RIDGE DETAIL <br />ASPHALT SHINGLE, LAND MARK, <br />ICC-ES-ESR-1389 & ESR-3537 <br />NOTE: <br />PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN INSULATION <br />AND ROOF SHEATHING OR USE INSULATION BAFFLE FOR RAFTER <br />SPACE VENTILATION <br />ROOF RAFTER, SEE <br />STRUCTURAL SHEETS <br />EAVE DETAIL <br />2X WALL STUDS <br />EXTERIOR FINISH <br />DBL TOP PLATE <br />2x CEILING JOIST <br />ROOF RAFTER, SEE <br />STRUCTURAL SHEETS <br />EXTERIOR CONSTRUCTION ASSEMBLY <br />ALL EXTERIOR WALL ASSEMBLIES SHALL INCLUDE: <br />a. TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER APPLIED OVER ALL <br />WOOD BASE SHEATHING. (CRC R703.7.3 & R703.2). <br />b. A MINIMUM 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE) <br />CORROSION-RESISTANT WEEP SCREED. (CRC 703.1.1 & R703.7.2.1) <br />c. THE SCREED SHALL BE INSTALLED WITH THE WEEP OPENINGS LOCATED A <br />MINIMUM 1 INCH BELOW FOUNDATION PLATE LINE AND 4 INCHES ABOVE <br />FINISH GRADE OR 2-INCHES ABOVE PAVED AREAS. (CRC R703.1.1 & R703.7.2.1) <br />N.T.S. <br />ATTIC FURNACE <br />ELECTRIC OUTLET <br />AND LIGHT FIXTURE <br />20' MAX. <br />30" MIN. <br />MIN. 30X30" WORKING <br />PLATFORM SECURED IN PLACE <br />ATTIC ACCESS <br />22x30" MIN. <br />MIN. 24" WIDE SOLID <br />FLOORING FROM ACCESS <br />OPENING TO FURNACE <br />WORKING PLATFORM <br />LIGHT SWITCH <br />ATTIC FURNACE REQUIREMENTS <br />F.C. <br />TOP OF ROOF <br />F.G. <br />F.S. <br />24" EAVES <br />(TYP.) <br />PROPOSED WEST ELEVATION <br />SCALE: 1/4" = 1' <br />8" <br />8' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />6 <br />1 4" <br />6' <br />- <br />8 <br />" <br />(E) ASPHALT SHINGLE ROOF <br />STUCCO TO MATCH <br />EXISTING RESIDENCE <br />24" EAVES <br />(TYP.) <br />PROPOSED NORTH ELEVATION <br />SCALE: 1/4" = 1' <br />4.5:12 <br />F.C. <br />TOP OF ROOF <br />F.G. <br />F.S. <br />8" <br />8' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />6 <br />1 4" <br />6' <br />- <br />8 <br />" <br />STUCCO TO MATCH <br />EXISTING RESIDENCE <br />ASPHALT SHINGLE ROOF TO <br />MATCH EXISTING RESIDENCE <br />24" EAVES <br />(TYP.) <br />PROPOSED EAST ELEVATION <br />SCALE: 1/4" = 1' <br />4.5:12 <br />F.C. <br />TOP OF ROOF <br />F.G. <br />F.S. <br />8" <br />8' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />6 <br />1 4" <br />6' <br />- <br />8 <br />" <br />ASPHALT SHINGLE ROOF TO <br />MATCH EXISTING RESIDENCE <br />STUCCO TO MATCH <br />EXISTING RESIDENCE <br />24" EAVES <br />(TYP.) <br />PROPOSED SOUTH ELEVATION <br />SCALE: 1/4" = 1' <br />F.C. <br />TOP OF ROOF <br />F.G. <br />F.S. <br />8" <br />8' <br />- <br />0 <br />" <br />15 <br />' <br />- <br />6 <br />1 4" <br />6' <br />- <br />8 <br />" <br />(E) ASPHALT SHINGLE ROOF <br />STUCCO TO MATCH <br />EXISTING RESIDENCE <br />37'-0"12'-6"17'-8"4'-4"19'-4"4'-4"4'-4" <br />50'-0"49'-6" <br />18'-6"15'-0"16'-6" <br />50'-0"49'-6" <br />CROSS SECTION A-A <br />SCALE: 1/4" = 1' <br />F.G.8" <br />1 <br />A3 <br />2x4 @ 16" O.C. <br />R-15 INSULATION, <br />TYP. <br />E. BEAM <br />F.G. <br />R-38 INSULATION <br />LIVING ROOM DINNG ROOM <br />E. CONC. SLAB <br />11 <br />' <br />- <br />0 <br />" <br />1/2" GYPSUM BOARD <br />7/8" STUCCO FINISH OVER <br />WIRE LATH OVER WEATHER <br />RESISTANT BARRIER <br />EXISTING WALL TO BE REMOVE <br />4" CONC. SLAB, <br />PER STRUCTURAL <br />8' <br />- <br />0 <br />" <br />EXISTING ROOF TRUSS <br />4.5:12 4.5:12 <br />2x ROOF RAFTERS <br />@ 16" O.C. PER <br />STRUCTURAL <br />NEW BEAM PER <br />STRUCTURAL <br />- ASPHALT ROOF SHINGLES "WEATHER WATCH" <br />ICE & WATER SHIELD AS 30# FELT PAPER <br />MANUFACTURED BY GAF OR EQUAL. INSTALL AS <br />PER MANUFACTURER'S SPECIFICATIONS 1/2" OSB <br />PLYWOOD SHEATHING ( TO MATCH WITHIN <br />EXISTING ROOF/ MATERIAL % COLOR), TYP. <br />COOL ROOF CRRC #0890-0016A <br />(E) ASPHALT SHINGLE ROOF <br />(E)(N)(N)(N)(N)(N) <br />(N)(N)(E) <br />8x8 STUCCO <br />POST <br />8x8 STUCCO <br />POST <br />4" TRIM <br />TYP <br />4" TRIM <br />TYP <br />4" TRIM <br />TYP <br />NOTES: <br />EXTERIOR BUILDING, WINDOW TRIM AND <br />ROOFING MATERIALS SHALL MATCH THAT <br />OF THE EXISTING PRIMARY DWELLING IN <br />TEXTURE, COLOR, AND FINISH. <br />(E)WOOD TRIM - <br />EXTERIOR SEMI-GLOSS <br />- PURE WHITE,TYP. <br />EXISTING STUCCO - LA <br />HABRA SAND FINISH <br />COLOR: SHERBET FRUIT - <br />BEHR 168-2, P180-2, BASE 200 <br />TYP. <br />EXISTING STUCCO - LA <br />HABRA SAND FINISH <br />COLOR: SHERBET FRUIT - <br />BEHR 168-2, P180-2, BASE 200 <br />TYP. <br />WOOD TRIM - <br />EXTERIOR <br />SEMI-GLOSS <br />- PURE WHITE, <br />TYP. <br />WOOD TRIM - <br />EXTERIOR <br />SEMI-GLOSS <br />- PURE WHITE, <br />TYP. <br />EXISTING STUCCO - LA HABRA <br />SAND FINISH <br />COLOR: SHERBET FRUIT - <br />BEHR 168-2, P180-2, BASE 200 <br />TYP. <br />EXISTING STUCCO - LA <br />HABRA SAND FINISH <br />COLOR: SHERBET FRUIT - <br />BEHR 168-2, P180-2, BASE 200 <br />TYP. <br />4.5:12 <br />4.5:12 <br />(N) <br />4.5:12 4.5:12 <br />NEW BRICK VENEER <br />COLLOR: SHERBET FRUIT - <br />BEHR 168-2, P180-2, BASE 200 <br />TYP. <br />NEW BRICK VENEER <br />COLLOR: SHERBET FRUIT - <br />BEHR 168-2, P180-2, BASE 200 <br />TYP. <br />DELTA <br />CONSTRUCTION CO. <br />SHEET NUMBER <br />A3 <br />ELEVATIONS, <br />CROSS- SECTION & <br />DETAILS