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CITY OF SANTA ANA <br />Planning and -mild -ink -Agency <br />A. FIELD- CUTTING ENDS, NOTCHES AND DRILLED HOLES OF <br />PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN <br />ACCORDANCE WITH AWPA M4. CRC R317.1.1. <br />B. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS <br />SHALL BE IDENTIFIED (ACID ETCHED, SAND BLASTED, CERAMIC FIRED, <br />ETC) BY A MANUFACTURER;S DESIGNATION, THE MANUFACTURER OR <br />INSTALLER AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES. <br />MULTI -PANE ASSEEMBLIES SHALL BE IDENTIFIED. CRC R308.1. <br />C. STUCCO LATH AND DRYWALL SHALL BE NAILED TO ALL STUDS AND TOP <br />AND BOTTOM PLATE. <br />GARAGE/ ACCESSORY STRUCTURE CONVERSION TO ADU : <br />A. INSPECTOR TO VERIFY EXISITNG CONTINOUS FOOTINGS UNDER <br />EXTERIRO WALLS EXTEND A MINIMUM OF 12 INCHES BELOW GRADE. <br />B. THE OWNER ACKNOWLEDGES POSSIBLE UPGRADES ARE REQUIRED IF <br />THERE IS A SUBSTANTIAL DAMAGE TO THE GARAGE <br />STRUCTURE/FOUNDATION. <br />C. INSPECTOR TO VERIFY CEILING JOIST SIZE AND SPACING ARE <br />CONSISTENT WITH THE APPROVED PLANS. <br />D. INSPECTOR TO VERIFY WALL AND CEILING INSULATION ARE <br />CONSISTENT WITH TITLE 24 ENERGY. <br />E. ADU BUILDING SEWER SHALL BE SEPARATELY CONNECTED TO THE <br />PUBLIC SEWER OR EXISTING SEWER LATERAL A MINIMUM 2 FEET <br />DOWNSTREAM OF THE EXISTING SINGLE FAMILY RESIDENCE. <br />F. APPLICATION OF AN APPROVED VAPOR RETARDER EQUIVALENT <br />PRODUCT (ICC ESR NOS. 1413, 2417, 2785, OR 3474.) FOR USE ON EXISITNG <br />SLABS IS REQUIRED. ANY ALTERNATIVE COMPLIANCE FOR MATERIALS AND <br />/OR METHODS REQUIRES SEPARATE APPROVAL FROM LOS ANGELES <br />COUNTY BUILDING AND SAFETY RESEARCH SECTION. <br />MINIMUM FOUNDATION CONSTRUCTION REQUIREMENTS UNDER EXEMPTION #5 ABOVE <br />1. DEPTH OF FOUNDATIONS BELOW THE NATURAL GRADE SHALL NOT BE LESS THAN 18 INCHES. <br />2. CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 <br />REINFORCING BARS, TWO #4 AT THE TOP AND TWO #4 BARS AT THE BOTTOM. <br />3. SLAB CONSTRUCTION SHALL BE MINIMUM 4" THICK, REINFORCED WITH #4 BARS AT 18" ON <br />CENTER EACH WAY. <br />4. DOWELING OF THE NEW FOUNDATIONS AND SLABS INTO THE EXISITNG FOUNDATIONS AND <br />SLABS SHALL BE REQUIRED. DOWELS SHALL BE A MINIMUM OF 6" INTO THE EXISTING CONCRETE <br />AND SHALL EXTEND A MINIMUM OF 24" INTO THE NEW CONCRETE. DOWELS SHALL BE MINIMUM #3 <br />BARS AT 18" ON CENTER OR #4 BARS AT 24" ON CENTER. <br />ALTERNATE FOUNDATION REQUIREMENTS FOR RESIDENTIAL PROJECTS AND ACCESSORY <br />STRUCTURES" MAY BE USED AS ALTERANTE FOUNDATION DESIGN WITHOUT SOILS REPORT. <br />(E) RIDGE BOARD SEE PLAN <br />2 X 4 DOUBLE PLATE <br />— <br />2 X 4 PLATE <br />W/1-16d @ 6" <br />2x8 C.J. @ 12"o.c-/ <br />SEE PLANS <br />SIMPSON A35 @ 16" oc AT S.W.' <br />2 X 4 DOUBLE PLATE <br />2x4 STUD @ 1 Co.c. <br />3x4 ONLY AT EDGE <br />MEMBERS AT S.W. <br />SCHEDULE <br />'-2 x 4's @ 16"oc <br />aSEE S.W <br />SCHEDULE <br />SHEAR WALL DETAIL <br />— — EXISTING RAISED <br />FOUNDATION <br />II I <br />ST I <br />FOUNDATION PLAN <br />SCALE: 1 /411 = 1 1-011 <br />I IO <br />I 5 <br />I NEW 24" DEEP AND I <br />12" WIDE EXTERIOR <br />CONTINOUS FOOTING <br />IF NO FOOTNG IS �I <br />PROVIDED <br />OR 12 WIDE X12 <br />DEEP MINIMUM BARRIER <br />EXISTING FOOTING EPDXY MOISTURE <br />AOS I FIELD VERIFY USE RED GARD <br />ESR-1413 <br />I 6 19 <br />I 6 I 06 <br />I <br />!G:7�1'FIELD <br />NOTE: <br />VERIFY <br />EXISTING <br />FOOTING/BEAM <br />OR PROVIDE". <br />9' -I O" <br />I 1 -011 <br />RAOST �AOST <br />4 <br />6 <br />(FIELD VERIFIED) <br />EXISTING ASPHALT SHINGLES <br />0 <br />NR <br /># 0 FELT CLASS"A" <br />ROO M <br />OR BETTER. <br />METAL LATH <br />7/8" STUCCO <br />TO MATCH EXIST'G� <br />2—LAYERS OF <br /># 15 FELT PAPER <br />EXTERIOR LATH : PROVIDE TWO <br />LAYERS OF GRADE D PAPER <br />OVER PLYWOOD/OSB <br />SHEATHING. <br />EXTERIOR WALL COVERING OVER <br />WEATHER —RESISTIVE BARRIER. <br />A MIN. 26 ga. <br />CORROSION —RESISTANT WEEP <br />SCREED FOR STUCCO AT <br />FOUNDATION PLATE LINE A MINIMUM <br />OF 4 INCHES ABOVE EARTH OR 2 <br />INCHES ABOVE PAVED AREA <br />(N) 2x8 CLG. JST @ 12" O.C. <br />PARED WITH (E) 2x4 CLG. JST @ 2 O <br />NEW LIVING ROOM <br />^LYWD SHEATHING <br />ER-131NSUL <br />USE RED GARD <br />EPDXY MOISTUREBARRIER <br />USE RED GARD <br />2 COATS OF REDGARD WATER AND CRACK <br />PROOFING MEMBRANE OVER ALL EXISTING 1 <br />EXISTING <br />FOUNDATION <br />ROOF <br />12 <br />PITCH 4 <br />(E) 2X4 R.R. @ 24 " O.0 <br />A-35 W/ SOLID BLOCKIN <br />R-301NSUL. <br />YWD SHEATHING <br />NEW BED ROOM <br />DOUBLE TOP <br />PLATES <br />7/8" STUCCO OVER <br />_ATH & 2 LAYERS GRADE "D" BUI DING PAPPER <br />13 INSUL O <br />?x4 STUDS @ I <br />6" O.C. 00 <br />-5/8" 0 A.B. EMBEDED <br />7" INTO CONC. 6-0" O.C. <br />12" FROM CORNERS W/ <br />1/4' X 3" X 3" PLATE <br />WASHERS <br />Al <br />FOR PE <br />Master ID: <br />Date: <br />—WEEP SCREED FOR STUCCO AT THE <br />FOUNDATION PLATE LINE A MINIMUM OF 4-IN. <br />EXISTING ABOVE EARTH OR 2-IN. ABOVE PAVED AREAS WITH A 5-1/2 IN. <br />FOUNDATION WEEP SCREED, 3-1/2 IN. VERTICAL FLANGE WITH TOP VERTICAL <br />FLANGE EDGE AT THE TOP OF THE MUDSILL. 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