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Home My WebLink AboutPlansUPUPUP(E) 4:12(E) 4:12(N) ADDITION TO(E) 1-STORYS.F.D.& (N) 2ND STORY(E) 2-CAR GARAGE(E) POOLPROPERTY LINE 125.00'PROPERTY LINE 125.00'PROPERTY LINE 60.00'PROPERTYLINE 60.00'W FOREST AVE30' - 0"(E) HARDSCAPE(E) DRIVEWAYAPPROACH(E) LANDSCAPE(E) LANDSCAPESETBACK 18' - 5"17' - 9"18' - 10"SETBACK5' - 0"12' - 1 1/2"20' - 3 1/2"93' - 7"SETBACK1' - 11"17' - 6"40' - 7"37' - 10"2% DRAINAGETO STREET2% DRAINAGETO STREET2% DRAINAGETO STREET2%DRAINAGE65' - 10"50' - 9 1/2"SETBACK25' - 10"SETBACK19' - 11"(N) ADDITIONAT 1ST FLOOR(E) POOLHOUSEPARKWAY12' - 0"NOTE: CURBS AND GUTTERS SHALL BEREPLACED PER CITY STANDARDS45.00°68' - 3 1/2"48' - 5"(N) 3:12(N) 3:12(N) 3:12(N) 3:12(N) 3:12(N) 3:12(N) 3:12(N) 3:12[No Slope]Line of Second FloorLine of First Floor3' - 0"12' - 0"ScaleProject numberDateDrawn byChecked byEngineer of Record SignatureRENDERVICINITY MAPGENERAL NOTESBLOCK MAPDRAWING LISTLEGAL DESCRIPTIONPROJECT DESCRIPTIONPROJECT DIRECTORYKEY NOTESSCOPE OF WORKOWNERDESIGNERSTRUCTURAL ENGINEERARCHITECT OF RECORDSOILS ENGINEERSURVEYORENERGY CONSULTANTPLANS TO COMPLY WITH THE FOLLOWING CODES2016 CALIFORNIA BUILDING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ENERGY CODE2016 CALIFORNIA FIRE CODETHE PLUMBING FIXTURES AND PLUMBING FITTING SHALL MEET THE STANDARDS NOTED BELOW:A) WATER CLOSET= 1.26 GALLONS PER FLUSH MAX.B) SHOWER HEAD= 2.5 GPM MAX.C) LAVATORY FAUCETS= 2.2 GPM MAX.D) SINK FAUCETS= 2.2 GPM MAX" TITLE 24, CBC, CPC.PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETSMUST BE ADAPTED FOR LOW WATER CONSUMPTION.SITE DRAINAGE: SHOW ON PLANS HOW CONCENTRATED DRAINAGE IS BEING CONVEYED TO THE STREET VIA NON-EROSIVE DEVICESAUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 235.AN APPROVED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM & HALLWAY OR AREA GIVING ACCESSTO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKEALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL ALARMS WITHIN THEDWELLING. THE NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY SOURCE OF POWER FROM THEBUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL.FOR EXISTING POOL ON SITE PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM or ASME IS REQUIREDFOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PERTHE ASSEMBLY BILL No.2977THE PROJECT CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT ADJACENT PROPERTIES,WORKERS, AND THE OTHER PERSONS DURING THE EXCAVATION AND SITE PREPARATION OPERATIONS.PROVIDE ANTI-GRAFFITI FINISH AT FIRST 9' FEET MEASURED FROM GRADE, AT EXTERIOR WALLS & DOORS.PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREETIF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIREDPRIOR TO ANY CONSTRUCTION OPERATIONS, A LICENSED TESTING LABORATORY SHALL DETERMINE WHETHER THEEXISTING FOUNDATION IS POST-TENSIONED AND PROVIDE DOCUMENTATION OF SAME TO THE CITY OF LOS ANGELES.IF POST TENSION STRANDS EXIST THE PROJECT CONTRACTOR SHALL SUBMIT A REVISED FOUNDATION PLAN SHOWINGANCHOR AND TENDON LOCATIONS AND OBTAIN A FIELD REVISION TO THE BUILDING PERMITAN APPROVED CARBON MONOXIDE ALARMS SHALL BE INSTALLED DWELLING UNITS IN SLEEPING UNITS WITHIN WHICHFUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBONMONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THEIMMEDIATE VICINITY OF THE BEDROOMS ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTSPROVIDE EMERGENCY EXIT DOOR OR WINDOW FROM BASEMENT AND/ OR SLEEPING ROOM(S). NET CLEAR WINDOWOPENING AREA SHALL BE NOT LESS THAN 5.7 SQ.FT. (821 SQ. IN.). MIN. NET WINDOW OPENING HEIGHT DIMENSION, 24"CLEAR; MIN. NET OPENING WIDTH DIMENSION, 20" CLEAR. FINISHED SILL HEIGHT MAX. 44" ABOVE FLOOR." CBC 310.4WATER HEATER MUST BE STRAPPED TO WALL." SEC. 507.3, CPCA COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITEAN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAMSSIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURECONTAINING THE FUEL GAS PIPING." (PER ORDINANCE 171,874-FOR WORK OVER $10,000.)PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APROVED SHATTER- RESISTANTMATERIALS FOR SHOWER ENCLOSURE." 91.807.1.3, 91.2406.4(5), 91.1115B.9.6,7,8ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOXTOTAL LOT AREAEXISTING LIVING AREA(N) 1ST FLOOR ADDITION AREA(E) 2-CAR GARAGEZONE# OF STORIESBUILDING HEIGHTTOTAL LIVING AREANOTE TO CONTRACTORCONTRACTOR TO VERIFY EXISTING CONDITIONS OF PROJECT/STRUCTURE TO MATCH CITYOFFICIALS APPROVED PLANS.IF EXISTING CONDITIONS DO NOT CONCUR. WORK MUST STOPUNTIL PLANS ARE REVISED TO MATCH EXISTING CONDITIONS AND APPROVED BY CITY OFFICIALS.TOTAL LOT AREATOTAL sq.ft.PROPOSEDALLOWEDOCCUPANCY GROUPTYPE OF CONSTRUCTIONFIRE SPRINKLER(N) 2ND FLOOR ADDITION AREAEXISTING LIVING AREA(N) 1ST FLOOR ADDITION AREATOTAL LIVING AREA(N) 2ND FLOOR ADDITION AREATOTAL %TOTAL sq.ft.ALLOWEDPROPOSEDALLOWEDPROPOSEDFARLOTCOV.(E) POOL HOUSETOTAL %ALLOWEDPROPOSEDFAR / LOT COVERAGEEXISTING 2-CAR GARAGEEXISTING POOL HOUSE 1/8" = 1'-0"T-1TITLE / SITE / ROOF985Forest ave. Residence4/09/2020MJChecker38 W Forest Ave.Arcadia, CA 91006APN: 5770-030-007Site Address: 38 W FOREST AVE ARCADIA CA91006-2308Legal Description (for assessment purposes):TRACT # 12527 LOT 797,492 sq.ft.1,685 sq.ft. 1/8" = 1'-0"1Site PlanT-1 TITLE SHEET/SITE PLANA-1 EXISTING FLOOR PLANA-2 PROPOSED FLOOR PLANA-3 ELEVATION SND SECTION1. Add 115 sq.ft. of Living Spaceat First Floor and New 2nd FloorAddition of 890 sq.ft.2. Major Interior Remodel of (E)S.F.D.NOV-BR-3R12115 sq.ft.24' - 4"890 sq.ft.2,690 sq.ft.320 sq.ft.7,492 sq.ft.1,685 sq.ft.115 sq.ft.890 sq.ft.2,690 sq.ft.2,8823,3752,625352,42432192 sq.ft.45192 sq.ft.320 sq.ft.No. Description Date38 Natural Grade0' - 0"T.O. Roof22' - 11 13/16"Finish Floor1' - 2"Top Plate9' - 5 1/4"Second F.F.10' - 4"Secpnd T.P.18' - 4"204(N) ROOFCOMP ROOF SHINGLES(N) SIDING(N) ROOFCOMP ROOF SHINGLES2012011753:123:123:123:123:12175(N)SIDING2072073' - 0"(E)Natural Grade0' - 0"T.O. Roof22' - 11 13/16"Finish Floor1' - 2"EXISTING FINISHTop Plate9' - 5 1/4"Second F.F.10' - 4"Secpnd T.P.18' - 4"3 0 .0 0 °Encroachment PlainNEW ROOFCOMP SHINGLESNEW ROOFCOMP ROOFSHINGLES182174174201EXISTING FINISHEXISTING FINISH3' - 0"(N) SIDING(N) SIDING1' - 6"1' - 6"3:123:123:123:12Natural Grade0' - 0"T.O. Roof22' - 11 13/16"Finish Floor1' - 2"EXISTING FINISHTop Plate9' - 5 1/4"Second F.F.10' - 4"Secpnd T.P.18' - 4"201201201(N) STUCCO(N) STUCCO(N) SIDINGNEW ROOFCOMP ROOF SHINGLESEXISTING FINISHNEW ROOFCOMP ROOF SHINGLES1742014' - 10 1/2"2' - 0"3' - 6"4' - 0"0' - 6"3:123:123:12201Natural Grade0' - 0"T.O. Roof22' - 11 13/16"Finish Floor1' - 2"Top Plate9' - 5 1/4"Second F.F.10' - 4"Secpnd T.P.18' - 4"(N) ROOFCOMP ROOF SHINGLES(N) STUCCO TOMATCH EXISTING(N) SIDING(N) ROOFCOMP SHINGLES2011831752012013:123:123:123:123' - 6"4' - 0"3' - 0"ScaleProject numberDateDrawn byChecked byKEYNOTES 1/4" = 1'-0"A-3ELEVATIONS AND SECTION985Forest ave. Residence4/09/2020MJChecker38 W Forest Ave.Arcadia, CA 91006Timberline HD® Shingles Fiberglass asphalt shingle Listed Class A Fire – UL 790 Passes ASTM D7158, Class H ASTM D3018 Type 1 ASTM D3161 Type 1, Class F ICC Approved - ESR-1475NEW ROOF 1/4" = 1'-0"1NORTH ELEVATION 1/4" = 1'-0"2EAST ELEVATION 1/4" = 1'-0"3WEST ELEVATION 1/4" = 1'-0"4SOUTH ELEVATIONNo. Description Date