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(E)SL 6030 (E)SL 6030 <br />(E)BEDROOM #3(E)M.BEDROOM <br />12 <br />3 <br />12 <br />3 <br />(E)PORCH <br />(N)SOUTH ELEVATION <br />SCALE : 1/4" = 1' <br />(E)COMP. SHINGLE ROOF <br />8' <br />4' <br />- <br />1 <br />" <br />1' <br />- <br />2 <br />" <br /> FF +1'2" <br />TOP OF ROOF +13'3" <br />FC +9'2" <br />GRADE ±0' <br />13 <br />' <br />- <br />3 <br />" <br />(E)STUCCO <br />(E)STONE VENEER <br />(N)STONE VENEERTO MATCH EXISTING <br />(N)SL 4040 <br />TEMP.GL.(N)SL 5040(N)STUCCO <br />TO MATCH <br />EXISTING <br />(N)ADU <br />(N)KITCHEN (N)BEDROOM <br />(N)COMP. SHINGLE ROOF <br />TO MATCH EXISTING <br />NOTE: <br />INSTALL THE SHUTTER/ WINDOWS TRIM TO ALL <br />STREET-FACING WINDOWS (EXISTING & NEW) <br />12 <br />3 <br />12 <br />3 <br />(E)BEDROOM #2(E)BEDROOM #3(E)M.BEDROOM <br />(N)EAST ELEVATION <br />SCALE : 1/4" = 1' <br />(E)COMP. SHINGLE ROOF <br />8' <br />4' <br />- <br />1 <br />" <br />1' <br />- <br />2 <br />" <br /> FF +1'2" <br />TOP OF ROOF +13'3" <br />FC +9'2" <br />GRADE ±0' <br />13 <br />' <br />- <br />3 <br />" <br />(E)STUCCO <br />(E)STONE VENEER <br />(N)BEDROOM <br />(N)ADU <br />(E)STUCCO <br />(E)COMP. SHINGLE ROOF <br />(N)COMP. SHINGLE ROOF <br />TO MATCH EXISTING <br />(E)SL 5646 (E)SL 5646 <br />(E)FAMILY (E)KITCHEN <br />12 <br />3 <br />12 <br />3 <br />(N)WEST ELEVATION <br />SCALE : 1/4" = 1' <br />(E)COMP. SHINGLE ROOF <br />8' <br />4' <br />- <br />1 <br />" <br />1' <br />- <br />2 <br />" <br /> FF +1'2" <br />TOP OF ROOF +13'3" <br />FC +9'2" <br />GRADE ±0' <br />13 <br />' <br />- <br />3 <br />" <br />(E)STUCCO <br />(N)SL 3030 <br />(N)SL 3020 <br />TEMP.GL. <br />(N)STUCCO <br />(N)ADU <br />(N)KITCHEN(N)BATH <br />INSTALL WEEP SCREED BELOW <br />THE FOUNDATION PLATE LINE <br />PER CRC 703.6.2.1 <br />WEEP SCREED SHALL BE MIN. 2" <br />ABOVE PAVED AREAS OR 4" <br />ABOVE EARTH (TYP.) <br />78" THICK MIN. (3 COAT STUCCO) O/ METAL LATH <br />2 LAYERS OF GRADE "D" PAPER <br />12" OSB OR CDX PLYWOOD W/ 8d NAILS 6" @ EDGES <br />AND 12" @ FIELD <br />2X4 STUDS @ 16" O.C. <br />R13 BATT INSULATION <br />12" SHEETROCK (TYP.) <br />SEE DETAIL#4 ON SHEET A2.2 <br />SEE DETAIL#3 ON SHEET A2.2 <br />(E)SL 6030 (E)SL 6030 <br />(E)BEDROOM #3(E)M.BEDROOM <br />12 <br />3 <br />12 <br />3 <br />(E)PORCH <br />(E)COMP. SHINGLE ROOF <br />8' <br />4' <br />- <br />1 <br />" <br />1' <br />- <br />2 <br />" <br /> FF +1'2" <br />TOP OF ROOF +13'3" <br />FC +9'2" <br />GRADE ±0' <br />13 <br />' <br />- <br />3 <br />" <br />(E)STUCCO <br />(E)STONE VENEER <br />(E) CEILING <br />(N)R-15 WALL (TYP.) <br />(N)R-30 INS. (TYP.)(E)R.J. <br />(E)C.J. <br />(E) 4" CONCRETE SLAB <br />(E)COMP. SHINGLE ROOF <br />(N)KITCHEN (N)BEDROOM(N)ADU <br />SECTION A-A <br />SCALE : 1/4" = 1' <br />(N)COMP. SHINGLE ROOF <br />TO MATCH EXISTING <br />1' <br />- <br />6 <br />" <br />(E)CRAWL-SPACE <br />8' <br />4' <br />- <br />1 <br />" <br />1' <br />- <br />2 <br />" <br /> FF +1'2" <br />TOP OF ROOF +13'3" <br />FC +9'2" <br />GRADE ±0' <br />13 <br />' <br />- <br />3 <br />" <br />12 <br />3(E)COMP. SHINGLE ROOF <br />12 <br />3 <br />(E)COMP. SHINGLE ROOF <br />(E)R.J. <br />(E)C.J.(E) CEILING <br />(N)R-30 INS. (TYP.)(E)R.J. <br />(E)C.J.(E) CEILING(N)R-15 WALL (TYP.) <br />(E) 4" CONCRETE SLAB <br />(E)FINISHED FLOOR(N)ADU(N)KITCHEN (E)FAMILY(E)KITCHEN(E)LAUNDRY <br />SECTION B-B <br />SCALE : 1/4" = 1' <br />ADDRESS NUMBER NOTES <br />- SHOW LOCATION OF THE ADDRESS NUMBER ON SITE PLAN, <br />ADDRESS NUMBER SHALL BE LEGIBLE AND PLACED IN A <br />POSITION THAT IS VISIBLE FROM THE STREET OF ROAD <br />FRONTING THE PROPERTY. <br />- ADDRESS NUMBER SHALL BE ARABIC NUMBER OR <br />ALPHABETICAL LETTERS. <br />- NUMBER SHALL NOT BE SPELLED OUT. <br />- EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES IN <br />HIGH WITH A STROKE WTH OF NOT LESS THAN 55 INCH <br />EXTERIOR FINISHES NOTES <br />- ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. <br />- ALL EXPOSED WOOD TRIM, PLYWOOD, SHUTTERS, POSTS <br />AND CORBELS TO BE "RESAVVN" AND SHALL BE PRIMED ON <br />ALL SIDESPRIOR TO INSTALLATION/ASSEMBLY. <br />- ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN <br />INSTALLATION OR STRUCTURALLY APPROVED 'ORNAMENTAL' <br />CONNECTORS \MTH A TEXTURED BLACK POWDER COAT <br />FINISH. EXTERIOR PLASTER OF GRADED PAPER OVER ALL <br />WOOD BASE SHEATHING <br />ADHERED VENEER MATERIAL <br />STONE VENEER, CLIFFSTONE <br />CAMBRIA NATIONWIDE <br />HEIGHT: 1.25"–5.5" <br />LENGTH: 4"–21.25" <br />THICKNESS: .625"–2.375" <br />(OR EQUIVALENT TO MATCH EXISTING) <br />NOTE: <br />ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE <br />INSTALLED: <br />1. MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH; <br />2. MINIMUM OF 2 INCHES (51 MM) ABOVE PAVED AREAS; OR <br />3. MINIMUM OF 1/2 INCH (12.7 MM) ABOVE EXTERIOR WALKING SURFACES <br />THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS <br />THE EXTERIOR WALL. <br />STUCCO OVER 2 LAYERS <br />GRADE 'D' PAPER <br />WHEN WALL IS SHEATHED ON <br />THE EXTERIOR, LAP BOTH <br />LAYERS OF BUILDING PAPER <br />OVER THE WEEP SCREED <br />FLANGE <br />CONCRETE SLAB <br />MAINTAIN THIS CLEARANCE <br />WHEN THE WEEP SCREED IS <br />ADJACENT TO AN EXTERIOR <br />CONCRETE SLAB <br />CONCRETE SLAB <br />+ FOOTING OR <br />CURB <br />3" <br /> <br />M <br />I <br />N <br />TO <br /> <br />C <br />O <br />N <br />C <br />. <br />2" <br /> <br />M <br />I <br />N <br />1" <br /> <br />M <br />I <br />N <br />3. WEEP SCREED DETAILS <br />MIN. 26 GA.G.S. PLASTER <br />WEEP SCREED W/ 31 2" <br />VERTICAL NAILING FLANGE <br />EXTERIOR FINISH GRADE <br /> STUCCO OVER 2 LAYERS <br />GRADE 'D' PAPER <br /> WHEN WALL IS SHEATHED ON <br />THE EXTERIOR, LAP BOTH <br />LAYERS OF BUILDING PAPER <br />OVER THE WEEP SCREED <br />FLANGE <br />PRESSURE TREATED WOOD <br />PLATE SEAL TO CONCRETE W/ <br />CONT. BEAD OF SEALANT <br />MIN.26 GA. G.S. PLASTER <br />WEEP SCREED W/ 3-1/2" <br />VERTICAL NAILING FLANGE <br />1" <br />MI <br />N <br />. <br />TO <br /> <br />F <br />I <br />N <br />. <br /> <br />G <br />R <br />A <br />D <br />E <br />4" <br /> <br />M <br />I <br />N <br />. <br />8" <br /> <br />M <br />I <br />N <br />. <br />CONC. SLAB <br />FOOTING OR <br />CURB <br />MANUFACTURER: STUCCO SUPPLY CO. OF SAN JOSE <br />THREE COAT STUCCO IS APPLIED IN THREE LAYERS: <br />SUPERIOR PREMIUM CEMENT: <br /> 3/8-INCH THICK SCRATCH COAT, <br /> 3/8-INCH THICK BROWN COAT. <br />EXTERIOR STUCCO: 1/8-INCH THICK FINISH COAT <br />ICC-ES EVALUATION REPORT ESR-4644 <br />4. THREE COAT STUCCO: <br />THREE COAT STUCCO SYSTEM TYPICAL DETAIL <br />GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS <br />EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2 X <br />4 WOOD STUDS 24" O.C. WITH 13/4" GALVANIZED ROOFING NAILS 4" O.C. AT VERTICAL JOINTS AND 7" <br />O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY <br />BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. <br />INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD, WATER-RESISTANT GYPSUM BACKING <br />BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D COATED <br />NAILS, 17/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. (LOAD-BEARING) <br />GA FILE NO. WP 8105 GENERIC 1 HOUR <br />FIRE <br />EXTERIOR WALLS <br />Thickness: Varies <br />Approx. Weight: 7 psf <br />Fire Test: See WP 3510 <br />(UL R3501-47, -48, 9-17-65, <br />UL Design U309; <br />UL R1319-129, 7-22-70, <br />UL Design U314) <br />5. 1 HOUR FIRE RATED EAVE DETAIL <br />6. 0' EAVE DETAIL <br />MARK <br />OWNER: <br />SHEET TITLE: <br />NOTES: <br />PROJECT NUMBER: <br />DRAWN BY: <br />CHECK BY: <br />DATE DESCRIPTION <br />GRAPHIC SCALE: <br />14572 HARPER STREET - MIDWAY CITY, CA 92655 <br />Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com <br />THANH NGUYEN <br />AD <br />U <br /> <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br />20 <br />1 <br />9 <br /> <br />W <br /> <br />C <br />A <br />M <br />D <br />E <br />N <br /> <br />P <br />L <br />, <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />KAMI NGUYEN <br />2019 W CAMDEN PL, <br />SANTA ANA, CA 92704 <br />01 <br />02 11/22/2024 PLAN REVIEW <br />03 12/26/2024 PLAN REVIEW <br />PROPOSED <br />ELEVATIONS <br />SECTIONS <br />A2.2 <br />1. 1 HOUR RATED WALL AND STC 50 TO 54 STC SOUND <br />2. 1 HOUR FIRE RATED EXTERIOR WALL DETAIL <br />2019 W Camden Pl & <br />Unit# 24/15/2025