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CITY OF SANTA ANA <br />Planning p^�a ���..�^^ Agency <br />ESP NO RESIDENCE <br />1905 #2 WEST 18 TH ST <br />SANTA ANA CA 92706 <br />APN 001 <br />PROJECT DATA <br />032-17 <br />SCOPE: <br />GARAGE CONVERTION , INTO AN ADU <br />ONE BEDROOM, ONE BATHROOM, LIVING ROOM, KITCHEN <br />AREA ANALISIS (SF) <br />EXISTING NEW TOTAL <br />FIRST FLOOR 1474 0 1474 <br />TOTAL 1474 0 1474 <br />AREA ANALISIS (GARAGE CONY. ADU) <br />CONV TOTAL <br />FIRST FLOOR 389 389 <br />TOTAL 389 389 <br />EXISTING PORCH : 18 SQ. FT. <br />LOT SIZE: 6171 SQ. FT. <br />LOT COVERAGE :1881 /6171 SQ. FT. =30 % <br />F.A.R. :1863 /6171 SQ. FT. =30 % <br />TYPE OF CONSTRUCTION <br />TYPE V—B <br />OCCUPANCY GROUP : R-3 <br />FIRE SPRINKLERS: NO <br />NUMBER OF STORIES: 1 <br />NUMBER OF DWELLING UNITS : 1 <br />ZONING DISTRICT: R1 <br />LEGAL DESCRIPTION <br />TRACT 1478 LOT 58 <br />EASEMENTS ON PROPERTY: NO <br />"ALL UTILITIES WILL BE PLACED UNDERGROUND" <br />LANDSCAPE PLANT LEGEND <br />SIZE <br />QNTY <br />ONEW <br />1 <br />(4) 3-6-H PALM TREE NEEDLE PALM ( RHAPIDOPHYLLUM HYSTRIX) <br />5 GAL <br />4 <br />OBAMBO <br />PLANT (5) PLANTS ( CHAMAEDOROREA) <br />9 <br />5 GAL <br />a O <br />2- 48" BOX TREES EVERGREEN TYPE B (MAGNOLIA GRANDIFLORA) <br />2 <br />48" BOX <br />NEW 1 GALON SHRUBS (BIG BUE LILY TURF) 15 BOXES <br />� <br />1 GAL <br />30 <br />ONEW <br />° <br />5 GALON SHRUBS (ROSE OR HIBICUS <br />5 GAL <br />6 <br />ROSA SINENSIS BRILLIAN) <br />O(N)GRASS <br />SAINT AUGUSTINE (STENOTAPHRUM SECUNDATUM) <br />PLUG <br />180 <br />NOTE: <br />BUILDING SECURITY REGULATIONS: <br />FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY <br />TWELVE -MONTH PERIOD EXCEED FIFTY (50 %) PERCENT OF THE VALUE OF <br />ANY EXISTING BUILDING OR STRUCTRUCTURE, EACH BUILDING OR STRUCTURE <br />SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR <br />STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. <br />SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. <br />SOILS REPORT: <br />SOILS REPORTS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 18, CBC. SOIL REPORT MAY BE <br />EXEMPTED FOR PROJECTS THAT MEET CITY'S SOIL REPORT EXEMPTIONS HANDOUT (FORM <br />PCC-06). <br />EXEMPTIONS: <br />B. ONE-STORY AND TWO STORY ATTACHED ADDITONS TO AN EXISTING SINGLE FAMILY DWELLING. <br />LA;DBS <br />STANDARD SOUND RATED PARTITION ASEMBLIES <br />STC 50 — FIRE RATING AS SHOWN <br />1. 1 HR. FIRE RATING <br />1 HR. RATED LATH AND PLASTER <br />OR ONE LAYER OF r TYPE "X' <br />GYPSUM BOARD EACH SIDE <br />MINERAL FIBER <br />INSULATION (NOTE 2) <br />Yx4'STUDS <br />RESILIENT CLIP AT AT 16' O.C. <br />EA. STUD OR RESILIENT <br />CHANNELS —ONE SIDE <br />3.2 HR. FIRE RATING <br />2 HR. RATED LATH AND PLASTER <br />OR TWO LAYER OF r TYPE "X' <br />GYPSUM BOARD EACH SIDE <br />MINERAL FIBER <br />INSULATION (NOTE 2) <br />Y x 4' STUDS <br />RESILIENT CLIPS OR AT 16" O.C. <br />CHANNELS - ONE SIDE <br />5.2 HR. FIRE RATING <br />TWO LAYER OF V TYPE W <br />GYPSUM BOARD EACH SIDE <br />Y x 4" STUD (STAGGERED) <br />AT 16" O.C. EACH SIDE WITH <br />COMMON PLATES (2" x 6' MIN.) <br />P/BC 2020-069 <br />2. 1 HR. FIRE RATING <br />1 HR RATED LATH AND PLASTER <br />PLASTER EACH SIDE (NOTE 3) <br />MINERAL FIBER <br />INSULATION (NOTE 2) <br />Y x 4' STUD (STAGGERED) <br />AT 16" O.C. EACH SIDE WITH <br />COMMON PLATES (2" x 6" MIN.) <br />4.2 HR. FIRE RATING <br />2 HR. RATED LATH AND PLASTER <br />AYSEPERATE <br />5J "TYPE "X' <br />CH SIDE <br />x 4" STUDS <br />T 16' O.C. WITH <br />PLATES <br />FOR 1 HR FIRE RATING, PROVIDE 2 LAYERS <br />W TYPE'X' GYP. BD. ON ONE SIDE AND <br />1 LAYER V TYPE GYP. BD. ON THE OTHER SIDE. <br />6.2 HR. FIRE RATING <br />8' CONCRETE OR 8" CONCRETE BLOCK <br />GROUTED BRICK ALL CELLS FILLED <br />TWO COATS OF FULL SHOVED <br />FLAT LATEX PAINT HEAD JOINTS <br />EACH SIDE <br />GENERAL NOTES: <br />1. The type and spacing of resilient channels and clips and the attachment of gypsum board or lath <br />shall be as required for fire ratings. <br />2. The mineral fiber insulation shall have a thermal resistance R value of 11 or greater as determined <br />by Federal Specification RR-1-521 B. <br />3. No test is on file to justify an STC 50 with one 5/8" type "X" gypsum board each side. <br />As a covered erdly under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide <br />reasonable accommodation to ensure equal access to Its programs, services and activitles. <br />Page 4 of 6 <br />F_____PLUMBING AND ELECTRICAL LINES <br />SYMBOL <br />r--- ---- <br />TYPE MATERIAL <br />, - - - -- ;--- <br />BURIAL DEPTHS <br />- --� <br />- - <br />I SEWER LINE 3" PVC I <br />18" MIN. <br />- - <br />I GAS LINE-1-1/4" COPRER <br />24" MIN. <br />' - <br />L -- - -- - - - — <br />WATERLINE 1-1/4" 112" <br />- -I PVC -------- <br />MIN. <br />--� <br />DRAINAGE NOTES: <br />NOTE: FINISH GRADE AROUND <br />THE STRUCTURE/ ADDITION <br />SHALL SLOPE AWAY FROM THE <br />FOUNDATION A MINIMUM OF 5% <br />FOR A MINIMUM DISTANCE OF 10 <br />FEET. 5X MIN, 5LOFF MAY`pOM <br />oswmn <br />O' O" MIN <br />LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM <br />OF 6" WITHIN THE 10 FT (5% SLOPE) . WHERE LOT LINES , WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL <br />WITHIN 10 FT, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE (CRC R401.3) <br />IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE <br />P.L. 5 1 1-1 0" <br />Al <br />FOR PE <br />Master I D: <br />Date: 1. <br />kLL <br />TER <br />:ATED GAS LINE <br />:TED TOWARDS <br />ANKLESS <br />R HEATER <br />PLOT PLAN <br />SCALE: 1/8=1'-O" <br />I— <br />Cn <br />= <br />U <br />Q <br />o <br />O <br />�a <br />o <br />i <br />O <br />Z <br />c <br />(n <br />cn <br />W <br />In <br />I"- <br />p <br />r <br />W <br />a <br />rn <br />Cl) <br />OLU <br />ti <br />y <br />CD <br />Q <br />O <br />� <br />W <br />Z <br />0 <br />z <br />a <br />J <br />LU <br />W <br />Cat <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />V <br />co <br />Z <br />Lo <br />z <br />L <br />0 <br />E <br />J <br />l� <br />a <br />O <br />U <br />Q <br />U <br />m <br />o <br />U <br />W <br />0 <br />I� <br />Z <br />n <br />L <br />O <br />21 <br />0 <br />Ln <br />W <br />Ln <br />la <br />�L <br />ru <br />0 <br />L n <br />u <br />o <br />M <br />00 <br />C� <br />Ln <br />Ln <br />Q <br />f—I <br />Ln <br />Z <br />o <br />L <br />f� <br />O <br />H <br />r-I <br />0 <br />00 <br />L <br />rl <br />G <br />y <br />� <br />DRAWN: MA <br />JOB NO.: 2411532 <br />SHEET <br />o1Na,- <br />u� <br />