HomeMy WebLinkAboutPlansSCOPE OF WORKOWNER'S INFORMATION:OWNER'S NAME:JENNY/ LARRY HSUTELEPHONE NO:PHONE: (626) 390-6904STREET ADDRESS: 1282 OAKGLEN AVE,ARCADIA, CA 91006PROJECT INFORMATION:ASSESSOR'S PARCEL NO.:5771-025-019TRACT NO: 27803 LOT: 1OCCUPANCY GROUP:R3 (RESIDENTIAL)CONSTRUCTION TYPE:V-BAPPLICATION CODES: 2016 CBC, CEC, CPC, CMC, CFC, CRC 2014CALIFORNIA ENERGY STANDARDSFIRE SPRINKLER:NO 1ST FLOOR 2ND FLOOR TOTAL GARAGE PERGOLATHE EXISTING HOUSE, IS A TWO-STORY WOOD FRAME STRUCTURE AROUND 2,280 SQ. FT.PLUS TWO CARS GARAGE, CONSISTS OF ONE LIVING ROOM, ONE DINING ROOM, ONEKITCHEN, ONE POWER, ONE SUNROOM, ONE DEN ON THE FIRST FLOOR, AND TWOBEDROOMS, ONE BATH, AND ONE MASTER SUITE ON THE SECOND FLOOR.ARCHITECTURAL DESIGN TO THE HOUSE ADDS ONE CALIFORNIA 131 S.F. ROOMADDITION TO THE FIRST FLOOR, CONVERT POWDER ROOM TO BATHROOM, AND TWOBEDROOM 443 S.F. ROOM ADDITION TO THE SECOND FLOOR, AND 288 S.F. BALCONY TOTHE BACKYARDPROJECT REPRESENTATIVES:ARCHITECT :Metro Coast Associates8 CORPORATE PARK # 300IRVINE, CA 92606CONTACT: Melody LeePH: 562.552.5525melody@mcaworld.comSTRUCTURALENGINEER :TBDM.E.P.ENGINEER:TBDGENERALCONTRACTOR : TBALIST OF DRAWINGS:ARCHITECTURAL:A-0.1 GENERAL NOTESA-0.2 CALGREENA-0.3 CONDITION OF APPROVALA-1.1SITE PLAN, DEMO FLOOR PLANA-1.2DEMO FLOOR PLANS, & ROOF PLANA-2.1PROPOSED FLOOR PLANSA-2.2EXTERIOR ELEVATIONSA-2.3EXTERIOR ELEVATIONSA-2.4R.C.P. & ROOF PLANSAD-1DETAILSP-1MATERIALS BOARDSTRUCTURAL:TITLE - 24:EXISTING 1,255 S.F.1,076 S.F. 2,335 S.F.429 S.F. 288 S.F.ADDITION 131 S.F. 443 S.F 574 S.F.-TOTAL: 1,386 S.F.1,523 S.F. 2,909 S.F. 429 S.F. 288 S.F.SITE TOTAL: 8,600 S.F.LOT COVERAGE: 1,386 S.F. + 429 S.F.+288 S.F. = 1,815 S.F./ 8,600S.F. = 21.10 %FAR:1,386 S.F. + 1,523 S.F. =2,909 S.F./ 8,600S.F. = 33.82 %DRIVE WAY : 1,166 S.F.DIVISION 1-GENERAL1. ALL CONSTRUCTION, INCLUDING WORKMANSHIP AND MATERIALS, SHALL CONFORM TO THE REQUIREMENTSOF THE CURRENT EDITIONS OF NATIONAL, STATE AND LOCAL CODES, AND ANY OTHER WORK, INCLUDINGTHE "THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY".ALL CONTRACTORS AND SUBCONTRACTORSPERFORMING GENERAL CONSTRUCTION, MECHANICAL, ELECTRICAL, PLUMBING OR RELATED WORK SHALLCOMPLY WITH APPLICABLE SECTIONS OF THE CODES THAT HAVE JURISDICTION.2. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK.THE ARCHITECT OR THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. THE GENERAL CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BYSUBCONTRACTORS.3. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION AND COORDINATION WITH OTHERTRADES AND THEIR WORK TO ENSURE COMPLIANCE OF DRAWINGS AND SPECIFICATIONS. ALSO, HE SHALLVERIFY SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, ELECTRICAL, AND PLUMBING EQUIPMENTWITH THESE SUBCONTRACTORS, AS WELL AS SHOP DRAWINGS AS APPROVED BY ARCHITECT, BEFOREPROCEEDING WITH THE WORK.4. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, LIGHTING, COVERING,FIRE PREVENTION AND OTHER EQUIPMENT TO PROTECT THE SAFETY OF ALL PERSONS AND THE PROPERTYTHROUGHOUT THE ENTIRE PERIOD OF THE CONSTRUCTION CONTRACT.5. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUPERVISE ALL CUTTING AND PATCHINGOF FINISHED WORK ALREADY INSTALLED IF MADE NECESSARY BY ERRORS, CHANGES OR OTHER REASON ANDALL REPLACEMENT WORK SHALL MATCH ADJOINING SURFACE.6. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTINUOUS CLEANING UP OF THE JOB SITE,INCLUDING ALL DEBRIS WHETHER MADE BY HIS WORK OR THE WORK OF HIS SUBCONTRACTORS, AND INSURESAFETY OF ALL PERSONS AND PROPERTY DURING THE EXECUTION OF WORK.7. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN APPROVAL BY THE BUILDINGINSPECTOR FOR ALL CONCEALED WORK BEFORE CLOSING UP.8. APPROVAL BY THE INSPECTORS DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS ANDSPECIFICATIONS. ANY DESIGN THAT IS UNCLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ARCHITECTOR ENGINEER FOR INTERPRETATION OR CLARIFICATION.9. CONSTRUCTION MATERIAL STORED ON THE JOB SITE SHALL BE SPREAD TO DISTRIBUTE LOADING. LOAD SHALLNOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.10. THE DESIGN, ADEQUACY, AND SAFETY OF CONSTRUCTION BRACING AND TEMPORARY SHORING IS THE SOLERESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THESTABILITY OF THE STRUCTURE PRIOR TO COMPLETION OF THE JOB WHICH INCLUDES THE APPLICATION OF ALLSHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS, VISITS TO THE JOB SITE BY THEENGINEER OR HIS AGENT SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEM AS TO ADEQUACY UNLESSSUPPORTED BY A LETTER SO STATING.11. IN THE EVENT OF OMISSIONS, DISCREPANCIES, OR AMBIGUITIES ARE FOUND IN THE SPECIFICATIONS ORDRAWINGS, OR SHOULD THERE BE DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT/ENGINEER SHALLBE NOTIFIED IN ORDER TO PROVIDE A WRITTEN CLARIFICATION.12. TRADE NAMES AND/ OR MANUFACTURES NAMES REFERRED ARE FOR QUALITY STANDARDS ONLY, EQUALPRODUCTS ARE PERMITTED IF APPROVED BY THE ARCHITECT AND/OR OWNER.13. SPECIFICATIONS SHEETS ARE PART OF THESE DOCUMENTS. ALL ADDENDA, BULLETINS AND NOTICES ISSUEDLATER SHALL BE CONSIDERED AS PART OF THE WORK.14. THE DESIGNER SHALL IN NO WAY BE RESPONSIBLE FOR HOW THE FIELD WORK IS PERFORMED, SAFETY IN,ON OR ABOUT THE JOB SITE, METHODS OR PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THEWORK.15. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ALLDIMENSIONS ON FLOOR PLANS ARE TO FACE OF MASONRY, CENTERLINE OF COLUMN AND/OR DEMISINGPARTITIONS AND FACE OF STUDS, UNLESS OTHERWISE NOTED OR DETAILED. DIMENSIONS ON LARGER SCALESDRAWINGS AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. THE GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND SHALL VERIFY SAME IN THE FIELD.16. UPON COMPLETION OF PROJECT, GENERAL CONTRACTOR SHALL PROVIDE THE ARCHITECT WITH COMPLETEMARKED UP SET OF PRINTS INDICATING ACTUAL CONSTRUCTION METHODS USED WHICH DEVIATED FROMCONDITIONS REPRESENTED WITHIN THE CONSTRUCTION DOCUMENTS.17. PLANS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW BY THE DESIGNER, OROTHERS SUCH AS THE BUILDER, BUILDING INSPECTION DEPARTMENT, ETC. THIS REVIEW MAY RESULT INCHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO ISSUANCE OF THE FINAL CONSTRUCTION SET WHICHWILL CONTAIN NO "BID SET" DESIGNATIONS.18. ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE PREVENTION BUREAU BEFORE THE BUILDING ISOCCUPIED.DIVISION 2 - SITE WORK & UTILITIES1. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE SOIL TO A DEPTH OF AT LEAST 12" BELOW THESURFACE OF THE GROUND IN THE AREA TO BE OCCUPIED BY THE BUILDING OR PROPOSED STRUCTURE, OR ASRECOMMENDED BY THE SOIL ENGINEER.2. ALL WOOD FORMS WHICH HAVE BEEN USED IN PLACING CONCRETE, IF WITHIN THE GROUND OR BETWEEN THEFOUNDATION SILL AND THE GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FORANY PURPOSE.3. PLANTER BOXES INSTALLED ADJACENT TO A WOOD FRAME WALL SHALL COMPLY WITH C.B.C. SECTION 2306.2,4. MIN. SOIL BEARING VALUE OF 1,000 P.S.F. SHALL BE USED FOR STRUCTURAL CALCULATIONS.5. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ONTHESE DRAWINGS AND ANY OTHER LINES NOT SHOWN ON THESE DRAWINGS.6. SEPARATE PERMITS WILL BE REQUIRED FOR FENCES AND WALLS NOT INDICATED AS PART OF THESEDOCUMENTS.7. FINISH GRADES SHALL BE CONSTRUCTED SO THAT SURFACE WATERS WILL NOTPOND WITHIN 10'-O" OF FOUNDATIONS OR EXTERIOR SLAB ON GRADE.DIVISION 3 -CONCRETE1. CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 2,500 P.S.I. AT 28 DAYS FROM INITIAL DATE OFPOURING AND SHALL ALSO COMPLY WITH ALL REQUIREMENTS OF CHAPTER 19, VOLUME #2 OF THE C.B.C. ANDTHE C.B.C. STANDARDS.2. THE BACKFILL SOIL AT PERIMETER FOOTINGS SHALL BE COMPACTED.3. ALL PATIO SLABS AND STOOPS SHALL SLOPE AWAY FROM BUILDING(S) A MINIMUM 1/8" PER FOOT.4. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED IN POSITION AND INSPECTED PRIOR TO POURINGCONCRETE BY THE LOCAL INSPECTOR OR BY SPECIAL INSPECTOR AS REQUIRED.5. REFER TO ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR ITEMS TO BE CAST INTO CONCRETE.6. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKSAND SLABS.7. BEFORE CONCRETE IS PLACED THE GENERAL CONTRACTOR SHALL COORDINATE AND CHECK WITH ALL TRADESTO ENSURE THE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC.RELATING TO THE WORK AS SHOWN IN THE DRAWINGS, ANY DISCREPANCY SHALL BE REPORTED TO THEARCHITECT PRIOR TO PLACING OF CONCRETE.8. SEE STRUCTURAL DRAWINGS FOR NOTES AND DETAILS.DIVISION 4- MASONRY1. ALL MASONRY SHALL COMPLY WITH REQUIREMENTS OF CHAPTER 21, VOLUME #2 OF THE C.B.C.A. CONCRETE BLOCK UNITS TO BE IN ACCORDANCE WITH C.B.C. STANDARD 21-4.B. BRICK UNITS TO BE IN ACCORDANCE WITH C.B.C. STANDARD 21-4.2. REFER TO STRUCTURAL DRAWINGS FOR MASONRY NOTES.DIVISION 5- METALS1. ALL OPENINGS IN EXTERIOR WALLS TO HAVE MINIMUM 24 GA. GALVANIZED SHEET METAL FLASHING OR OTHERAPPROVED WEATHERPROOFING ALL AROUND.2. ALL VENTS THROUGH EXTERIOR WALLS TO HAVE A MAXIMUM 1/4" GALVANIZED HARDWARE CLOTHCOVERING.3. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL "METAL, STRUCTURAL STEEL AND WELDING NOTES".DIVISION 6- WOOD & PLASTICS1. ALL FRAMING MEMBERS SHALL BE GRADE MARKED, AND CONFORM TO THE PROVISION OF CHAPTER 23, C.B.C.2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY WHICH IS IN DIRECT CONTACT WITH EARTH SHALL BEFOUNDATION GRADE REDWOOD OR PRESSURE TREATED DOUGLAS FIR.3. FIRE AND DRAFT STOPSFIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL ANDHORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY ANDROOF SPACE IT SHALL BE USED IN SPECIFIC LOCATIONS AS FOLLOWS:A.IN EXTERIOR OR INTERIOR STUD WALLS, OR CEILINGS AND FLOOR LEVELS.B. IN ALL STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES SO PLACED THAT THE MAXIMUM DIMENSION OF ANY CONCEALED SPACES IS NOT OVER 10 FEET.C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM AND BETWEEN STUDS ALONG AND IN LINE WITHRUN OF STAIR AND JOINING STUD WALLS AND PARTITIONSD. AROUND TOP BOTTOM, SIDES AND ENDS OF SLIDING DOOR POCKETS.E. IN SPACES BETWEEN CHIMNEYS AND WOOD FRAMING, LOOSE NONCOMBUSTIBLE MATERIALS SHALLBE PLACED IN NONCOMBUSTIBLE SUPPORTS, OR METAL COLLAR TIGHTLY FITTED TO THE CHIMNEY AND NAILED TO THE WOOD FRAMING MAY BE USED.4. DRAFT STOPS, IN WOOD FRAME FLOOR CONSTRUCTION WHERE SUSPENDED CEILINGS OCCUR, THE SPACEBETWEEN THE CEILING AND THE FLOOR ABOVE SHALL BE DIVIDED INTO AREAS NOT EXCEEDING 1,000 SQ, FT.IN A MANNER REQUIRED FOR PARTITIONING ATTIC SPACE IN C.B.C. SECTION 1505.2.5. WHERE WOOD FRAME WALLS AND PARTITIONS ARE COVERED ON THE INTERIOR WITH PLASTER, TILE ORSIMILAR MATERIAL AND ARE SUBJECT TO MOISTURE. THE FRAMING SHALL BE PROTECTED WITH AN APPROVEDWATERPROOF PAPER CONFORMING TO SECTION 1402.1 OF THE C.B.C.6. REFER TO THE STRUCTURAL DRAWINGS FOR "WOOD" NOTES.DIVISION 7 - THERMAL AND MOISTURE PROTECTION1. PROVIDE INSULATION AS NOTED AND SHOWN ON DRAWINGS.2. ALL INSULATION SHALL MEET MINIMUM ENERGY INSULATION STANDARDS AS ESTABLISHED BY THE CALIFORNIAADMINISTRATIVE CODE.3. THE INSULATION INSTALLER SHALL POST A SIGN CERTIFICATE, IN A CONSPICUOUS PLACE IN THE BUILDING,STATING THE INSULATION COMPLIES WITH TITLE 24, CHAPTER 25.3 AND TITLE 20, CHAPTER 2, SUBCHAPTER 4,ARTICLE 3.4. STORAGE TYPE WATER HEATERS TO BE WRAPPED WITH INSULATION BLANKET (R-12 MINIMUM OR FACTORYINSTALLED INSULATION PLUS ADDITIONAL TO TOTAL R-16). PROVIDE INSULATION WRAPPING ON FIRST FIVEFEET OF PIPING IN UNCONDITIONED SPACE, (R-3)5. ALL SWINGING DOORS AND WINDOWS LEADING TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER-STRIPPED6. FOR INFILTRATION CONTROL, ALL OPENINGS AND PENETRATIONS MUST BE CAULKED AND SEALED, SUCH ASAROUND WINDOWS, AT SOLE PLATES AND OPENINGS FOR UTILITY PIPES AND WIRES.7. ALL EXTERIOR OPENINGS SHALL BE FLASHED WITH "JIFFY-SEAL" BY "PROTECTOR WRAP COMPANY". "JIFFY-SEAL" SHALL EXTEND A MINIMUM OF 6" BEYOND OPENING.8. FLASHING SHALL BE INSTALLED AS DETAILED IN ACCORDANCE WITH CURRENT SPECIFICATIONS FOR THE TYPE OFFLASHING REQUIRED. ALL FLASHING, DOWNSPOUTS, ETC. TO BE MINIMUM 25 GA. GALVANIZED SHEET METAL UNLESSOTHERWISE NOTED.9. WATERPROOF MEMBRANE AT EXTERIOR WALLS BELOW GRADE TO BE "JIFF-SEAL". INSTALL PER MANUFACTURER'SRECOMMENDATIONS FOR BELOW GRADE INSTALLATION. PROTECT ALL WATERPROOF MEMBRANES FROM PUNCTURE ORDAMAGE DURING CONSTRUCTION. PROVIDE PROTECTION BOARD OVER MEMBRANE ("J-DRAIN #302" BY JDR ENTERPRISES).10. ROOFING UNDERLAYMENT SHALL BE 2-LAYERS OF 40 LBS. ROOFING FELT.11. PROVIDE A WEATHER-RESISTIVE BARRIER AT EXTERIOR WALL OF THE BUILDING AS PER CHAPTER 14. SECTION1402.1 OF THE C.B.C. ("TYVECK"-STUCCO WRAP AT AREAS TO RECEIVE STUCCO FINISH AND HOUSE WRAP ATOTHER AREAS) OR ARCHITECT APPROVED SUBSTITUTE.12. ROOFING TO BE: SEE ROOF NOTES SHEET A4DIVISION 8 - DOORS, WINDOWS & GLASS1. ALL TEMPERED GLASS SHALL BE A MINIMUM OF 3/16" TEMPERED GLASS THROUGHOUT WITH LABEL AND ALLOTHER REQUIREMENTS PER CHAPTER 24 OF THE C.B.C.2. SHOWER AND TUB ENCLOSURES AND DOORS FOR SAME LOCATIONS AS INDICATED ON FLOOR PLANS SHALLBE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. REF. CHAPTER 24 SECTION 2406.3. DOORS AND WINDOWS TO BE CERTIFIED AND LABELED AS COMPLYING WITH THE ENERGY REGULATIONS.4. DOORS AND WINDOWS TO BE CERTIFIED AND LABELED AS MEETING ANSI OR NWMA STANDARDS FOR AIRINFILTRATION.5. ALL DOORS INTO BEDROOMS OF BATHROOMS SHALL BE UNDERCUT 1/2" ABOVE FINISHED FLOOR FOR PROPERRETURN AIR FLOW.6. DOORS AND WINDOWS, INCLUDING SKYLIGHTS, BETWEEN CONDITIONED AND UNCONDITIONED SPACE SHALLBE FULLY WEATHER-STRIPPEDDIVISION 9 - FINISHES1. ALL REGISTERS, GRILLS, VENTS, ETC. TO BE PAINTED TO MATCH ADJACENT SURFACES UNLESS NOTEDOTHERWISE.2. FLOOR COVERINGS OF CLOSETS, WARDROBES, ETC. SHALL MATCH COVERINGS OF ADJACENT ROOM UNLESSNOTED OTHERWISE.3. GYPSUM BOARD AND STUCCO SHALL CONFORM TO CHAPTER 25 OF THE C.B.C. STUCCO SHALL BE APPLIEDOVER "TYVECK" STUCCO WRAP OR 3/8" RIBLATH OVER 15 LBS. FELT.4. FINISHES SHALL CONFORM TO FLAME SPREAD CLASSIFICATION AS REQUIRED BY CHAPTER 8. PLASTIC MATERIALSHALL CONFORM TO CHAPTER 26.5. PROVIDE ONE-HOUR FIRE RATED 5/8" TYPE "X" GYPSUM BOARD ON GARAGE SIDE OF DWELLING/GARAGECOMMON WALL WITH ALL JOINTS TAPED. RATED GYPSUM BOARD TO BE CONTINUOUS FROM FLOOR LINETO ROOF SHEATHING.6. PAINT ALL AREAS, BOTH EXTERIOR AND INTERIOR. ALL COLORS AND STAINS SHALL BE SELECTED BY THE OWNER.DIVISION 10 - SPECIALTIES1. PROVIDE 22"X30" ATTIC SCUTTLE TO ALL ATTIC AREAS THAT HAVE A MINIMUM CLEAR DIMENSION OF 30"BETWEEN TOP OF CEILING FRAMING MEMBER AND BOTTOM OF ROOF FRAMING MEMBER.2. PROVIDE METAL CARPET EDGE STRIP AT LINE OF MATERIAL CHANGE FROM CARPET TO OTHER FLOOR FINISHES.3. ALL FIRE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THEBUILDING INSPECTOR PRIOR TO INSTALLATION.4. AT ALL WARDROBES PROVIDE MINIMUM (1) ONE 1 "X12" SHELF AT 6'-0" ABOVE FINISHED FLOOR AND (1) ONE1 1/2" DIAMETER WOOD CLOTHES POLE AT 5'-10" ABOVE FINISHED FLOOR AND INSTALL 12" SHELF FROM FACEOF REAR WALL.DIVISION 11 - EQUIPMENT1. CABINET WORK MANUFACTURER / CONTRACTOR SHALL VERIFY WITH GENERAL CONTRACTOR ALL APPLIANCES, ETC.THAT ARE INTEGRAL WITH THE CABINET WORK OR THAT DEPEND UPON PROPER CABINET WORK DESIGN TO INSURE THEIRNORMAL OPERATION. CABINET WORK MANUFACTURERS/ CONTRACTOR SHALL VERIFY ALL DIMENSIONS OFAPPLIANCES AND CABINET WORK WITH GENERAL CONTRACTOR PRIOR TO FABRICATION OR INSTALLATION TO INSURE THATALL ITEMS FIT PROPERLY AND MANUFACTURER/CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CHANGES REQUIREDIN THE CABINET WORK DESIGN PRIOR TO FABRICATION OR INSTALLATION OF CABINETS.2. ELEMENTS OF APPLIANCES IN GARAGES WHICH CREATE A GLOW, SPARK OR FLAME WITHIN 18" OF GARAGEFLOOR SHALL BE LOCATED ON AN 18" HIGH (ABOVE GARAGE FINISH FLOOR) WOOD PLATFORM.DIVISION 12 - FURNISHINGS1. NOT USEDDIVISION 13 - SPECIAL INSPECTION1. EPOXY USED FOR EMBEDMENT TO BE PERFORMED BY A CERTIFIED DEPUTY SPECIALINSPECTION APPROVED BY THE CITY OF GLENDORA BUILDING DEPARTMENTDIVISION 14 - CONVEYING SYSTEMS1. NOT USEDDIVISION 15 - MECHANICAL1. ALL WORK SHALL BE IN COMPLIANCE WITH THE LATEST ADOPTED EDITION OF THE UNIFORMMECHANICAL CODE AND ANY OTHER GOVERNING MECHANICAL CODES.2. BATHROOM EXHAUST FANS SHALL PROVIDE A MINIMUM OF 5 AIR CHANGES PER HOUR.3. ALL RETURN AIR DUCTS SHALL BE OF INCOMBUSTIBLE CONSTRUCTION.4. FOR GAS FIRED FORCED AIR UNITS:A.PROVIDE 100 SQUARE INCHES OF OUTSIDE COMBUSTION AIR VENT THROUGH ROOF AND DUCT IN ATTIC FOR F.A.U. SIZE OF 100 B.T.U. OR UNDER. B. PROVIDE 1 SQ. IN. OF OUTSIDE COMBUSTION AIR FROM VENT THROUGH ROOF AND CUT IN ATTIC FOR EACH 1,000 B.T.U. FOR FA.U. SIZES OVER 100 M B.T.U.5. PROVIDE MINIMUM OF 48 SQ. IN. OF EXHAUST VENT ABOVE ALL RANGES.6. DUCTS PENETRATING ONE-HOUR FIRE RATED WALLS BETWEEN LIVING UNIT AND GARAGESHALL BE OF 26 GA. GALVANIZED STEEL.7. ALL VENTS THROUGH ROOF ASSEMBLY SHALL BE LOCATED TOWARD THE REAR OF ROOF HIGHPOINT WHERE POSSIBLE.8. WHERE A PARTITION CONTAINING PLUMBING, HEATING, ELECTRICAL OR OTHER SYSTEMSRUNS PARALLEL TO THE FLOOR JOISTS, PROVIDE DOUBLE JOISTS SPACED AND BRIDGED TOPERMIT THE PASSAGE OF SUCH SYSTEMS. WHERE SYSTEMS ARE PARTIALLY OR WHOLLYWITHIN THE PARTITION AND REQUIRE ANY CUTTING OF THE SOLE OR TOP PLATES, PROVIDE AMETAL TIE 1/8" THICK BY 1 1/2" WIDE, FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OFTHE OPENING WITH NOT LESS THAN 4-1/6 D NAILS. (REF. 2320.11.7)9. DUCTS FOR EXHAUST FANS, RANGE HOODS, HEAT OR AIR CONDITIONING SUPPLY, ETC. THATPENETRATE FLOOR CONSTRUCTION ABOVE SHALL BE OF MINIMUM 26 GA. GALVANIZED SHEETMETAL IN LIEU OF SHEET METAL DUCT, PROVIDE A ONE-HOUR RESISTIVE SHAFT.10. DUCTS EXHAUSTING AIR TO HAVE BACK-DRAFT OR AUTOMATIC DAMPERS.11. HEATING OR COOLING SYSTEMS (EXCEPT HEAT-PUMPS) SHALL HAVE AN AUTOMATICTHERMOSTAT WITH MECHANISM WHICH CAN BE MANUALLY PROGRAMMED TO AUTOMATICALLYSET BACK THE THERMOSTAT SET POINTS FOR AT LEAST TWO PERIODS WITHIN 24 HOURS.12. ALL DUCTS SHALL COMPLY WITH CHAPTER 10 C.B.C. AND SHALL BE TIGHTLY SEALED WITHMASTIC OR TAPE.13. ALL PLUMBING WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE CALIFORNIAPLUMBING CODE AND ANY OTHER ADOPTED GOVERNING PLUMBING CODES.14. PROVIDE MINIMUM CLEARANCE OF 24" IN FRONT OF AND 30" IN WIDTH FOR WATER CLOSETCOMPARTMENTS. (REF. 2904).15. A WATER PRESSURE REGULATOR IS REQUIRED IF SERVING PRESSURE IS OVER 80 P.S. I. (REF680 2 C.P.C.).16. HOSE BIBS AND LAWN SPRINKLER SYSTEMS SHALL HAVE AN APPROVED BACKFLOWPREVENTION DEVICE. (REF. 603.1 C.P.C.)17. ALL CIRCULATING HOT WATER PIPES IN UNCONDITIONED SPACES SHALL BE INSULATED.18. ALL GA FIRED HEATING AND COOLING APPLIANCES, SHOWERS AND FAUCETS SHALL COMPLYWITH ENERGY EFFICIENCY STANDARDS.19. ALL RETURN AIR DUCTS SHALL BE OF INCOMBUSTIBLE CONSTRUCTION.20. WATER HEATER TO HAVE WRAP OF R-13 EXTERNAL INSULATION.21. WHERE WATER HEATER IS IN UNCONDITIONED SPACE, THE FIRST FIVE (5) FEET OF OUTLETPIPE TO HAVE R-13 INSULATION.22. ALL F.A.U. AND WATER HEATERS TO BE ON CEO APPROVED LIST.23. GAS FURNACE EFFICIENCY TO BE 71% MIN.24. WATER HEATER TO BE: INSTANT GAS TAKAGI T-K225. SHOWER HEADS TO HAVE MAXIMUM 2.5 GPM FLOW.26. STATE, HEALTH & SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYLCHLORIDE (CPVC) FOR INTERIOR WATER-SUPPLY PIPINGDIVISION 16 - ELECTRICAL1. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONALELECTRICAL CODE AND ANY OTHER GOVERNING ELECTRICAL CODE.2. THERMOSTATS AND WALL SWITCHES SHALL BE LOCATED AT 48" ABOVE FINISH FLOOR LEVEL(DIMENSION TAKEN TO BOTTOM OF FIXTURE.)3. TELEPHONE, T.V. AND ELECTRICAL CONVENIENCE OUTLETS SHALL BE SECURED TO A WALLSTUD AND LOCATED AT 9" ABOVE FINISH FLOOR LEVEL ( DIMENSION TAKEN TO BOTTOM OFFIXTURE).4. CONVENIENCE OUTLETS SHOWN ON DRAWINGS AS BEING ABOVE AND ADJACENT COUNTER SURFACE SHALL BE INSTALLED A MINIMUM OF 8" ABOVE THE ADJACENT COUNTERTOP. (DIMENSION TAKEN TO BOTTOM OF FIXTURE).5. GENERAL LIGHTING IN KITCHENS MUST PROVIDE 25 LUMENS PER WATT.6. "UFER" GROUND TO BE PROVIDED.ALL METAL FASTENERS IN PRESSURE TREATED WOOD TO BE CORROSIONRESISTANT HOT DIPPED ZINC COATED, OR GALVANIZED.GENERAL NOTESVICINITY MAPPROJECTLOCATIONOAKGLEN AVE210 FWYSANTA ANITA AVEFOOTHILL BLVDHIGHLAND OAKS DROAKHAVEN RDOAKWOOD DROAKHAVEN LNW FLORAL AVEW FOREST AVEE SYCAMORE AVEE ORANGE GROVE AVEE WOODLAND AVEHOA REVIEWSHEET NO.SHEET NAMEJOB NO.PLAN CHECKBIDCONSTR.REVISIONSOWNER / DEVELOPERtel: 949 892 8420email: francis@MCAworld.comMCAMetro Coast Associates, Inc.14252 Culver Drive, Suite A528Irvine, California 926043/5/2018 10:55:09 AMC:\Users\MCA-5\Dropbox\MCA\17-11AF 1282 Oakglen\DRAWING\17-11-8 OPTION 1.rvtA-0.1GENERALNOTES17-11HSURESIDENCEOWNER:NO. DATE DESCRIPTION
LEVEL 10' - 0"LEVEL 10' - 0"LEVEL 29' - 0"LEVEL 29' - 0"EXISTING T.O.P.17' - 0"EXISTING T.O.P.17' - 0"PROPOSED NEWADDITION AREA2285767772224242829248' - 0"9' - 0"0' - 6"3' - 6"2410' - 0"2' - 6"2ND FLR. FRONT SETBACK34' - 0"2 9 .6 3 °1ST FLR. FRONT SETBACK30' - 4"PROPERTY LINELEVEL 10' - 0"LEVEL 29' - 0"EXISTING T.O.P.17' - 0"PROPOSED NEWADDITION AREA258555245722777772829248' - 0"9' - 0"23' - 2"0' - 6"HOA REVIEWSHEET NO.SHEET NAMEJOB NO.PLAN CHECKBIDCONSTR.REVISIONSOWNER / DEVELOPERtel: 949 892 8420email: francis@MCAworld.comMCAMetro Coast Associates, Inc.14252 Culver Drive, Suite A528Irvine, California 926043/5/2018 10:55:13 AMC:\Users\MCA-5\Dropbox\MCA\17-11AF 1282 Oakglen\DRAWING\17-11-8 OPTION 1.rvtA-2.2EXTERIORELEVATIONS17-11HSURESIDENCEOWNER: 1/4" = 1'-0"1West 1/4" = 1'-0"2EastKEYNOTES5 EXISTING WINDOW6 EXISTING DOOR7 EXISTING WALL8 EXISTING ROOF22 NEW 2X STUD WALL, MATCHEXISTING24 INSTALL NEW WINDOW, MATCHEXISTING25 INSTALL NEW ROOF, MATCHEXISTING28 NEW PATIO COVER ROOF - STYLEAND MATERIAL, COLOR MATCHEXISTING ROOF29 NEW CONCRETE BLOCK COLUMNW/ CULTURALED STONENO. DATE DESCRIPTION
LEVEL 10' - 0"LEVEL 29' - 0"EXISTING T.O.P.17' - 0"8722PROPOSED NEWADDITION AREA65565557777777222424249' - 0"8' - 0"25LEVEL 10' - 0"LEVEL 29' - 0"EXISTING T.O.P.17' - 0"PROPOSED NEWADDITION AREA555567287777777298' - 0"9' - 0"0' - 6"23' - 2"3' - 0"HOA REVIEWSHEET NO.SHEET NAMEJOB NO.PLAN CHECKBIDCONSTR.REVISIONSOWNER / DEVELOPERtel: 949 892 8420email: francis@MCAworld.comMCAMetro Coast Associates, Inc.14252 Culver Drive, Suite A528Irvine, California 926043/5/2018 10:55:14 AMC:\Users\MCA-5\Dropbox\MCA\17-11AF 1282 Oakglen\DRAWING\17-11-8 OPTION 1.rvtA-2.3EXTERIORELEVATIONS17-11HSURESIDENCEOWNER:KEYNOTES5 EXISTING WINDOW6 EXISTING DOOR7 EXISTING WALL8 EXISTING ROOF22 NEW 2X STUD WALL, MATCH EXISTING24 INSTALL NEW WINDOW, MATCH EXISTING25 INSTALL NEW ROOF, MATCH EXISTING28 NEW PATIO COVER ROOF - STYLE ANDMATERIAL, COLOR MATCH EXISTING ROOF29 NEW CONCRETE BLOCK COLUMN W/CULTURALED STONE 1/4" = 1'-0"5North 1/4" = 1'-0"6SouthNO. DATE DESCRIPTION