HomeMy WebLinkAboutApproved Plans_11-28-18(E)UP
PLAN NORTH1-STORY SINGLE FAMILY DWELLING ADDITION & REMODELADDRESS / LEGAL INFORMATION:ASSESSOR PARCEL NO. (APN):TRACT:BLOCK:LOT:ZONING:OCCUPANCY:TYPE OF CONSTRUCTION:5781-018-02519823NONE5SINGLE FAMILY RESIDENTIALV-BPROJECT ADDRESS:223 E. MAGNA VISTA AVE.ARCADIA, CA. 91006OWNER:223 E. MAGNA VISTA AVE.ARCADIA, CA. 91006TEL:DRAINAGE LEGENDMINIMUM SLOPE FOR LOT DRAINAGE0.036" / FT. (0.3%). FOR ASPHALT0.072" / FT (0.6%) FOR CONCRETEAND ALL OTHERS 2%6VICINITY MAPTO BE REMOVED OR DEMOLISHTOTALEXISTINGTOTALPROPOSED FIRST FLOOR TOTALPORCH/PATIOEXISTING ENTRY PORCHTOTALTOTAL FOOTPRINT LOT AREA35.87 %LOT COVERAGEEXISTING COVERED PATIO SF0SF2,109SF2,109SF339SF339SF443SF315SF13SF2,956AREA CALCULATIONS7# SHEETDESCRIPTIONA0.0PLOT PLAN, AS-BUILT PLAN, VICINITY MAP, & PROJECT NOTES1A0.1PROPOSED FLOOR PLAN 2A1.0BUILDING ELEVATIONS3S2ROOF FRAMING PLAN4SD1STRUCTURAL DETAILS5678910111213141516171819202GOVERNING CODES3SCOPE OF WORK4PROJECT DATASCOPE OF WORK:ADDITION: NEW MASTER BEDROOM, WALK-IN CLOSET, & MASTER BATHROOM(339 SF). ENLARGE KITCHEN BY CONVERTING (65 SF) OF (E) GARAGE INTO LIVINGAREA.REMODEL: REMODEL (611 SF) EXISTING BATHROOM, DINING AREA AND KITCHEN.5ADDRESS / LEGAL INFORMATION1PLOT PLAN1/8" = 1'-0"8INDEX SHEETSF8,241.97A2.0GENERAL NOTES & AS-BUILT / DEMO PLANDESIGNER:SILVER STAR HOME DESIGNSARMANDO VIVEROS16010 CRENSHAW BOULEVARDGARDENA, CA. 90230TEL: 310.720.1287PROFFESIONAL ENGINEER:M.A.D. DESIGNFIDENCIO MADERO9900 LAKEWOOD BLVD. SUITE 203DOWNEY, CA. 90242TEL: 562.879.12782,513TOTAL BUILDINGSFS1 FOUNDATION PLANSN1 STRUCTURAL NOTES & SPECIFICATIONSSN1 STRUCTURAL NOTES & SPECIFICATIONS(E) PARKWAY75.00' PROPERTY36.27' PROPERTY20.21'20.21'102.48' PROPERTY
112.48' PROPERTY60'-0" WIDE MAGNA VISTA AVE.(E) SIDEWALK(E) DRIVEWAY(E) 1-STORY S.F.D.(2,109)(E) GARAGE(454 SF)PROPOSED 1-STORYADDITION (339 SF)BUILDING SECTION & ROOF PLANA3.0FIRST FLOOR (E) LANDSCAPE(E) LANDSCAPE(E) LANDSCAPE(E) POOL TO BE FILLED-IN24'-8"45'-10"12'-0"20'-0"5'-0"26'-0"41'-3"2'-9"SL.SL.
SL.
SL.
SL.SL.SL.SL.(E) GARAGE DOORGOVERNING CODES:AMEND CODE SECTIONS AND STANDARDS TO THE FOLLOWING CURRENT ADOPTEDCODES:EFFECTIVE JANUARY 1, 20172017 COUNTY OF LOS ANGELES BUILDING CODE (TITLE 26)2017 COUNTY OF LOS ANGELES ELECTRICAL CODE (TITLE 27)2017 COUNTY OF LOS ANGELES PLUMBING CODE (TITLE 28)2017 COUNTY OF LOS ANGELES MECHANICAL CODE (TITLE 29)2017 COUNTY OF LOS ANGELES RESIDENTIAL CODE (TITLE 30)2017 COUNTY OF LOS ANGELES GREEN BUILDING STANDARDS CODE (TITLE 31)2017 COUNTY OF LOS ANGELES EXISTING BUILDING CODE (TITLE 33)10'-3"22'-3"2'-8"(E) AREA TO BE REMODELED(654 SF)23'-4"48'-4"24'-9"PROPOSED GARAGE AREA TO BECONVERTED INTO LIVING AREA.(65 SF)(E) PATIO ROOF(315 SF)(E) PORCH(13 SF)NEW COVERED PATIO SF115CONVERTFIRST FLOOR TOTALSF65SF65A0.01OFSHEETOWNER INFORMATION:DRAWN BY:CHECK BY:PHONE: (310) 720-1287
FAX: (310) 715-2754
GARDENA, CA 90249
16010 CRENSHAW BL.
OFFICE: SUITE G
armandodviveros@yahoo.com
DRAFTING SERVICES
REVISIONS
1
223 E. MAGNA VISTA AVENUE
ARCADIA, CA. 91006A.V.5A.V.DATE:JUNE 11, 201818032PROJECT NO:SHEET:2
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10/22/2018 PLAN CHECK REVISIONS
11/06/2018 PLAN CHECK REVISIONSConditionally Approved November 28, 2018
WALL LEGEND(E) WALLS TO REMAIN.(E) TO BE REMOVEDAS-BUILT / DEMO PLAN21/4" = 1'-0"GENERAL NOTES3PLAN NORTHCLOSET CLOSET(E) 5'-0"x4'-0" SL(E) 5'-0"x4'-0" SL(E) BEDROOM(E) BEDROOM(E) 5'-0"x4'-0" SL (E) 5'-0"x4'-0" SL(E)UP (E) 1'-0"x6'-8" FX(E) 6'-0"x5'-0" SL(E) 4'-0"x5'-0" SL (E) BATH(E)DN(E) LIVING ROOM(E) HALL(E) HALL(E) FAMILY ROOM(E) KITCHEN(E) 2-CAR GARAGE(E) 3'-6x3'-0" SL(E) ENTRY(E) MASTER BEDROOM(E) BATHCLOSET(E) COVERED PORCHF.P.(E) 10'-0"x2'-6" XOX SL (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)SDSDSDSD/CMCLOSET(E)(E) 4'-0x1'-0" SL(E)GENERAL NOTES FOR SINGLE-FAMILY DWELLINGS:THESE GENERAL NOTES ARE PROVIDED AS AN AID AND SHOULD NOT BECONSTRUED AS A COMPLETE LIST OF REQUIREMENTS. FOR ADDITIONALCLARITY OR FOR ALL OTHER REQUIREMENTS, PLEASE REFER TO THE CITY OFLOS ANGELES BUILDING AND ZONING CODES.GENERAL NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR ANDUNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,METERS, APPURTENANCES, ECT.) OR TO THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWERLINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY.FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONALEXPENSES.2. CARBON MONOXIDE ALARMS: SHALL BE INSTALLED PER CRC R315.3. OUTSIDEOF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATEVICINITY OF THE BEDROOM(S).A. CARBON MONOXIDE DETECTOR SHALL BE INTERCONNECTED SUCH THATTHE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS.B. CARBON MONOXIDE DETECTORS SHALL BE "HARD WIRED" AND SHALL BEEQUIPPED WITH BATTERY BACK UP.3. FIRE PROTECTION: SMOKE DETECTORS SHALL BE PROVIDED IN EACHSLEEPING ROOM, ON THE CEILING OR WALL IMMEDIATELY OUTSIDE OF EACHSLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITHMORE THAN ONE STORY.A. THE POWER SOURCE FOR SMOKE DETECTORS SHALL BE PROVIDED AS FOLLOWS:B. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP.C. IN EXISTING SINGLE FAMILY DWELLING, SMOKE DETECTORS MAY BE BATTERY OPERATED.MECHANICAL VENTILATION: MECHANICAL VENTILATION SHALL BE EXHAUSTEDDIRECTLY TO THE OUTSIDE. EXHAUST FAN WITH FLUORESCENT LIGHTING WITH AMIN. OF 50 C.F.M. EXHAUST OUTLETS MUST BE MINIMUM 3'-0" FROM ANY OPENINGSINTO BUILDING AND 3'-0" FROM THE PROPERTY LINE. ENERGY STAR RATED WITHHUMIDISTAT CONTROL.VICINITY MAP OF NON-CONFORMING REAR YARD SETBACK11/4" = 1'-0"16'-0"REAR YARD SETBACK#23456118'-0"13'-6"9'-0"12'-6"15'-6"A1.02OFSHEETOWNER INFORMATION:DRAWN BY:CHECK BY:PHONE: (310) 720-1287
FAX: (310) 715-2754
GARDENA, CA 90249
16010 CRENSHAW BL.
OFFICE: SUITE G
armandodviveros@yahoo.com
DRAFTING SERVICES
REVISIONS
1
223 E. MAGNA VISTA AVENUE
ARCADIA, CA. 91006A.V.5A.V.DATE:JUNE 11, 201818032PROJECT NO:SHEET:2
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10/22/2018 PLAN CHECK REVISIONS
11/06/2018 PLAN CHECK REVISIONS 123456Conditionally Approved November 28, 2018
(E) WALLS TO BE REMAIN.(N) 2x4 @ 16" O.C. STUD WALLS (TYP.)USE 2x6 @ PLUMBING WALLSPROPOSED 1ST FLOOR PLAN11/4" = 1'-0"CONTRACTOR TO VERIFY1. SCHEDULE IS FOR ESTIMATING PURPOSES, DRAFTER IS NOT RESPONSIBLEFOR FINAL ORDER. CONTRACTOR TO VERIFY ALL SIZES AND TYPES AND FIELDCONDITIONS WITH OWNER PRIOR TO ORDERING.2. ALL EXTERIOR DOORS TO BE SOLID CORE VERIFY STYLE AND FINISH WITHOWNER.3. PROVIDE TEMPERED GLAZING.4. FIRE RATED - 1-3/8" SOLID CORE, SELF CLOSING, 20 MIN. FIRE RATED DOOR.5. PROVIDE VENTS AT TOP AND BOTTOM.6. GLAZING SHALL BE PER TITLE 24 "ENERGY CALC'S"CONTRACTOR TO VERIFY1. SCHEDULE IS FOR ESTIMATING PURPOSES, DRAFTER IS NOT RESPONSIBLEFOR FINAL ORDER. CONTRACTOR TO VERIFY ALL SIZES AND TYPES AND FIELDCONDITIONS WITH OWNER PRIOR TO ORDERING.2. *EGRESS- PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS ANDBASEMENT. REQUIRED MIN. DIMENSIONS ARE 24" CLEAR HEIGHT, 20" CLEARWIDTH, 5.7 SQ. FT. (5.0 SQ. FT. AT GRADE LEVEL) AND 44" MAX. TO BOTTOM OFOPENING. (1030.2, R310.2)3. PROVIDE TEMPERED WINDOW.4. PROVIDE WINDOW WITH FROSTED GLAZING FOR PRIVACY.5. GLAZING SHALL BE PER TITLE 24 "ENERGY CALC'S"8'-0" x 1'-6"WINDOW SCHEDULESIZETYPENOTE #LOCATIONSL.1#102103104105106BATHTUB/ SHOWER: 6' HIGH NONABSORBENT SURFACE @ SHOWER WALLS(R307.2). SHOWER DOORS SHALL SWING OUT. NET AREA OF SHOWERRECEPTOR SHALL BE MIN. 1024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30IN. Ø CIRCLE (PC 408.6) .LINE OF EXISTING BUILDING.LANDINGS AT DOOR SHALL HAVE A LENGTH MEASURED IN DIRECTION OFTRAVEL OF NOT LESS THAN 36 INCHES WITH WIDTH NOT LESS THAN THEWIDTH OF THE STAIRS OR WIDTH OF THE DOOR, WHICHEVER IS GREATER.THE EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1" BELOWTHE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVERTHE LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD.2 3 4 5107108109110111112113114115KITCHEN10162'-8" x 6'-8"SIZETYPENOTE #LOCATIONSWING1#1B1C1D1E1F2 3 4 51G1H1J1K1Q1R1S1T1U1A6DOOR SCHEDULEDOOR / WINDOW LEGENDSC = SOLID COREHC = HOLLOW CORECL = CLOSETSH = SINGLE HUNGSL = SLIDERFIX = FISXEDBF = BY-FOLDGD = GARAGE DOORXOX = OPERABLE-FIXED-OPERABLECOMBINATION OF CARBON MONOXIDE & FIRE PROTECTION SMOKE ALARM(SEE SHEET A0.1 NOTE # 2 & 3)SMOKE DETECTORS ALARM.(SEE SHEET A0.1 NOTE # 3)MECHANICAL VENTILATIONSHALL BE PROVIDED WITH 50 CFM MIN.SD/CMSD1 LEGENDPLAN NOTES7PLAN NORTHSL.MASTER BEDROOMMASTER BATHCLOSET CLOSET(E) 5'-0"x4'-0" SL(E) 5'-0"x4'-0" SL(E) BEDROOM(E) BEDROOM(E) 4'-0"x4'-0" SL (E) 2'-6"x2'-6" SL(E)UP (E) 1'-0"x6'-8" FX(E) 6'-0"x5'-0" SL(E) 4'-0"x5'-0" SL (E) BATH(E)DN(E) LIVING ROOM(E) HALL(E) HALL(N) DINING AREA(E) KITCHEN(E) 2-CAR GARAGE(E) ENTRY(E) MASTER BEDROOM10'-6"15'-6"26'-0"7'-0"(E) COVERED PORCH(E) 10'-0"x2'-0" XOX SL
(E)(E)(E)(E)(E)(E)(E)SDSDSDSD/CM2'-8" x 6'-8"SWING4'-10"(N) MASTER BEDROOM8'-7"13'-8"22'-3"(N) MASTER BATHWALK-INCLOSETCLOSETBENCH(N) BATHREF.PANT.ISLAND3'-0"A2.01A2.014'-10"10'-2"1124" MIN.15"CLR.30"MIN.4'-10"2224" MIN.15"3'-0"CLR.30" MIN.18'-5"23'-0"5'-4"5'-0"2348'-0"3'-0"43341021019'-6"1038'-0" x 1'-6"4'-0" x 1'-6"SL.MASTER BATH1A1B1C1D1E1F1G1H2'-8" x 6'-8"SWING2'-8" x 6'-8"SWINGCLOSETCLOSET1J2'-8" x 6'-8"SWINGKITCHEN/GARAGE5'-0" x 6'-8"SLIDING5'-0" x 6'-8"SLIDINGMASTER BEDROOMDINING AREASWING4'-0" x 6'-8"6'-0" x 6'-8"FRENCH DOOR MASTER BEDROOMWALK-IN CLOSETMASTER BATHSDSD/CMA1.03OFSHEETOWNER INFORMATION:DRAWN BY:CHECK BY:PHONE: (310) 720-1287
FAX: (310) 715-2754
GARDENA, CA 90249
16010 CRENSHAW BL.
OFFICE: SUITE G
armandodviveros@yahoo.com
DRAFTING SERVICES
REVISIONS
1
223 E. MAGNA VISTA AVENUE
ARCADIA, CA. 91006A.V.5A.V.DATE:JUNE 11, 201818032PROJECT NO:SHEET:2
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10/22/2018 PLAN CHECK REVISIONS
11/06/2018 PLAN CHECK REVISIONSConditionally Approved November 28, 2018
ROOF PLAN21/4" = 1'-0"ROOF PLAN NOTESPLAN NORTH(N) HIP(N) HIP(N) RIDGE(E) RIDGE(E) RIDGE(E) RIDGE(E) VALLEY(E) VALLEY4:12 4:124:124:124:12
4:12
2% MIN.4:124:124:12
(E) 1'-6"O.H.(E) 1'-6"
O.H.
(E) 1'-6"
O.H.
(E) 1'-6"
O.H.
(E) 1'-6"O.H.(E) 1'-6"O.H.(N) 1'-6"O.H.(N) 1'-6"O.H.(N) 1'-6"O.H.(N) VALLEY(N) VALLEYROOF PITCHED WITH APPROXIMATELY 4:12 MIN. SLOPETO MATCH EXISTING ADJUST SLOPE AS NECESSARY FORFRAMING AND HEIGHT COMPLIANCE.ROOFING SHALL BE: ASPHALT SHINGLES CLASS "A" FIRERETARDANT ROOF COVERING.ROOF SHEATHING SHALL BE: PER STRUCTURAL PLANS.ROOFING INSTALLED PER MANUFACTURES WRITTENSPECS.FLASHING TO BE 24 GA. MIN. CORROSION RESISTANTGALV. SHEET METAL FLASHING SECTIONS SHALL BELAPPED 4" MIN. AT ENDS. FLASH AND COUNTER FLASHALL ROOF TO WALL CONDITIONS WITH 24 GA. MIN.CORROSION RESISTANT GALV. SHEET METAL. FLASH ALLEXTERIOR OPENINGS WITH APPROVED WATERPROOFINGMETHODS I.E. SISAL KRAFT, CAULKING, ECT. FLASH ALLROOF PENETRATIONS.EAVES TO HAVE GUTTERS AS NECESSARY TO CONDUCTWATER TO STREET.ATTIC VENTILLATION - DM24 HALF ROUND ROOF DORMERVENT WITH CORROSION-RESISTANT MESH (OPENINGS1/4" MAX.). SEE SHEET A0.2 FOR SPECIFICATIONS.12345671THRU56667(TYP.)-1-131213'-10"FOUNDATION PER STRUCTURAL PLANS(N) MASTER BEDROOMATTICTO MATCH EXISTING
8'-1" +/- (V.I.F.)0'-0"TOP OF GRADE1'-6"TOP OF FINISH FLOOR9'-6"TOP OF DBL. TOP PLATES13'-10"TOP OF NEW ROOF12357864(N) MASTER BATHBUILDING SECTION NOTESROOFING - SHALL BE CLASS "A" ASPHALT SHINGLEFIRE-RETARDANT.FASCIA BOARD WITH GUTTERS AS NECESSARY TOCONDUCT WATER TO STREET.PROVIDE A MINIMUM OF 7/8" STUCCO FINISH, WHERESTUCCO IS APPLIED OVER SHEATHING, PROVIDE 2-LAYEROF GRADE "D" PAPER UNDER LATH.NOTE: STUCCO LATH AND DRYWALL SHALL BE NAILED TOALL STUDS AND TO TOP AND BOTTOM PLATES.CEILING - R-30 BATT. INSUL.WALLS - R-13 BATT. INSUL.FLOORS - R-19 BATT. INSUL.WEEP SCREED - EXTERIOR PLASTER (STUCCO) WALLSSHALL BE PROVIDED WITH A CORROSION RESISTANTWEEP SCREED, PROVIDE A MINIMUM OF 4" ABOVE EARTHOR 2" ABOVE PAVED AREA.18" MIN. @ FLOOR JOIST & 12" MIN. @ GIRDER.1234567811/4" = 1'-0"BUILDING SECTIONA2.04OFSHEETOWNER INFORMATION:DRAWN BY:CHECK BY:PHONE: (310) 720-1287
FAX: (310) 715-2754
GARDENA, CA 90249
16010 CRENSHAW BL.
OFFICE: SUITE G
armandodviveros@yahoo.com
DRAFTING SERVICES
REVISIONS
1
223 E. MAGNA VISTA AVENUE
ARCADIA, CA. 91006A.V.5A.V.DATE:JUNE 11, 201818032PROJECT NO:SHEET:2
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10/22/2018 PLAN CHECK REVISIONS
11/06/2018 PLAN CHECK REVISIONSConditionally Approved November 28, 2018
EAST ELEVATION11/4" = 1'-0"NORTH ELEVATION21/4" = 1'-0"WEST ELEVATION31/4" = 1'-0"12414'-7"
TO MATCH EXISTING
8'-0" +/- (V.I.F.)0'-0"TOP OF GRADE0'11"TOP OF FINISH FLOOR8'-11"TOP OF DBL. TOP PLATES13'-4"TOP OF (E) ROOFKEY PLAN14'-7"TOP OF (E) ROOF14'-7"
TO MATCH EXISTING
8'-0" +/- (V.I.F.)0'-0"TOP OF GRADE0"-11"TOP OF FINISH FLOOR8'-11TOP OF DBL. TOP PLATES13'-4"TOP OF (N) ROOF14'-7"TOP OF (E) ROOFROOFING - SHALL BE CLASS "A" ASPHALT SHINGLEFIRE-RETARDANT.ATTIC VENTILATION - DM24 HALF ROUND ROOF DORMERVENT WITH CORROSION-RESISTANT MESH (OPENINGS 1/4"MAX.).FASCIA BOARD WITH GUTTERS AS NECESSARY TOCONDUCT WATER TO STREET.PROVIDE A MINIMUM OF 7/8" STUCCO FINISH, WHERESTUCCO IS APPLIED OVER SHEATHING, PROVIDE 2-LAYEROF GRADE "D" PAPER UNDER LATH.NOTE: STUCCO LATH AND DRYWALL SHALL BE NAILED TOALL STUDS AND TO TOP AND BOTTOM PLATES.WEEP SCREED - EXTERIOR PLASTER (STUCCO) WALLSSHALL BE PROVIDED WITH A CORROSION RESISTANTWEEP SCREED, PROVIDE A MINIMUM OF 4" ABOVE EARTHOR 2" ABOVE PAVED AREA.FOUNDATION VENT - 14"x6" MIN. FOUNDATION VENT WITHCORROSION-RESISTANT MESH. (OPENING 1/4" MAX.24"x18" MIN. FOUNDATION ACCESS CRAWL SET AND VENTWITH CORROSION-RESISTANT MESH. (OPENINGS 1/4"MAX.)123456734ADDITIONEXISTINGADDITIONEXISTING1253412512414'-7"TO MATCH EXISTING8'-0" +/- (V.I.F.)0'-0"TOP OF GRADE0"-11"TOP OF FINISH FLOOR8'-11TOP OF DBL. TOP PLATES13'-4"TOP OF (N) ROOF14'-7"TOP OF (E) ROOF34ADDITION EXISTING1252VENTILATIONREQUIREDTOTAL32 < 297 SQ. IN. (OK)VENTILATIONPROVIDEDAREAROOF VENTILATION. DM24 ROOF DORMER VENTEACH AT 99 SQ. IN. x 3 = 297 SQ. IN.VENTILATIONREQUIREDTOTAL32 < 426 SQ. IN. (OK)VENTILATIONPROVIDEDAREA397 S.F. = 4,764 SQ. IN.4,764/150 = 31.76 32 Q. IN.FLOOR VENTILATION.14"x6" FOUNDATION VENTEACH AT 71 SQ. IN. x 6 = 426 SQ. IN.~~397 S.F. = 4,764 SQ. IN.4,764/150 = 31.76 32 Q. IN.~~A3.05OFSHEETOWNER INFORMATION:DRAWN BY:CHECK BY:PHONE: (310) 720-1287
FAX: (310) 715-2754
GARDENA, CA 90249
16010 CRENSHAW BL.
OFFICE: SUITE G
armandodviveros@yahoo.com
DRAFTING SERVICES
REVISIONS
1
223 E. MAGNA VISTA AVENUE
ARCADIA, CA. 91006A.V.5A.V.DATE:JUNE 11, 201818032PROJECT NO:SHEET:2
3
4
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6
7
8
9
10
10/22/2018 PLAN CHECK REVISIONS
11/06/2018 PLAN CHECK REVISIONSConditionally Approved November 28, 2018