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HomeMy WebLinkAboutPlansVICINITY MAP APPLICABLE CODES: 2019 CALIFORNIA BUILDING CODE(CBC) 2019 CALIFORNIA EIECTRICALLCOE ICECL MIS CALIFORNIA MECHANICAL CODE (CMC) 2019 CAUNMNIA PLUMBING CODE TCPC4 2(119 ENERGY CODE ICA TITLE N). 2019 CAUFORNIA RESIDENTIAL CODE (CRC), 2019 CALIFORNIA ENERGY EFFICIENCY CODE ICEESI. MIS CALIFORNIA FRE CODE ICFCI. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGDBC). .DAB AMENDED BY THE CITY NGUYEN RESIDENCE INTERIOR REMODEL -ADDITION AND BACKYARD 1930 S SANTA ANITA AVENUE,ARCADIA CA 91006 IEFREE TO BE REMOVEMEE ARBORIITREPORT EXIST. REAR YARD P(ETREETOBEREMVEMEE ARBPL3i REPoRT IEICAMPIWRTUNK TR CONSTRUCTION TYPE VA UAMATISFRIXARWMMDiUNK OCCUPANCYCIASSIFGA]ION'ft REMOVED 2 SPRI HOUSE. NLNOUSE AREA A\ (E)GARAGARFA 2.400.00 SF LOTARAGEARFA .... 8F P LOTAREA 39,3W $ APN Bloom,51134S(EWOAST REDVVMD MEW MASTER BEDROOM MADDMRY 80.31 SF TRUNKDUM. Ai46 FROMRWi MASTERBEDROOMAWITION 209.00 SF CALIFONNN ROOM 37SM SF TO BERENOVEO BALCONY ]6.26 SF CAU, FLOHCERINARTFOYER 285]3 SF Lp FLOOR eoEA MINA 2M0.W 60.34-209.03r r163.Ya= Yt) WT COVERAGE y I�g17�L1 �•/ _ 2' �ee�lltaafib 11gp► � ets�.P.l CSiC) O INDEX OF DRAWINGS 1N SHEET. C� 1. T TITLE 3HEETLLOT FLAN - Q M1O'T' 2, A-1 EXISTING BACKYARD 3. A-1.1 PROPOSED BACKYARD Q Q 0. A2 EXISTING FLOOR PLANS IISSSS (ExiAAAGE 5. M l PROPOSED FIRST FLOOR PL A323 PROPOSED SECOND CR PLAN ZLu 35946 Sf HOUSGLEFAMILY HOUSEI,ICO.WSF EEXSN�Nliill 7. ]. PLAN PROPOSED ROOF PUW B. A3 ELEVATIONS " O LL.L6 9. A3.1 ELEVATpN3 O SITE PLAN WALKMMY Z W SCOPE OF WORK 0�a0 AND PORCH /'RUN' A suumxG SCALE 1/16"=1'-0" FFADDRK uxwx9ur.NSF .,RBTaoc REMODEL BACKYARD ,INTERIOR HOUSE REMODEL AND ADDITION ,C"' 12124&5 SF 3,42964 SF 246.39SF .INS' . 18SF EXIST. FRONT YARD SANTA ANITA AVENUE ROOM SITE PLAN NOTES 1SEE GENERAL NOTES DIVISION FOR ADDITIONAL INFORMATION SSEPARATE PERMIT IS REWIRED FOR EACH BUILDING OR STRUCTURE ,LE FENCE WALLSRETAINING WALLS,SWIMMING POOLS/SPAS AND TENNIS COURTS. 4DEFERRED 91EMITTALS TO BE RENEWED BY PROJECT DESIGNER PRIOR TO SUBMITTAL SA CAL -OSHA PERMIT IS REWIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING ,WNTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. ".GENERAL CONTRACTOR SHALL CONTACT DIG ALERT (CALL 811) PRIOR TO ANY DIGGING. 7.M APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACRNRES WITHIN THE PUBLIC RIGHT-OF-WAY. &A CITY ENCROACHMENT IS REWIRED FOR ALL NONSTANDARD PRIVATE IMPROVEMENTS WTHIN THE PUBUC RICHT-OF-WAY. SIA PUBLIC WORK DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REWIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED .AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION ,IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED ,NEW CONCRETE SIDEWALK ,CURB AND GUTTER ,AND ALLEY/STREET PAVEMENT WILL BE REOUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTEND OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION O THE PUBLIC I WORKS NSPECTOR . 1000NSTRUCTION FENCING IS REWIRED FOR NEW CONSTRUCIIW AND FOR ADDITION PLUS REMODEL PROJECTS EXCENDING 75% OF THE AREA OF PROPOSED STRUCTURE ,FENCE HEIGHT TO BE BETWEEN 72' AND Be HIGH. GENERAL NOTES TYPICAL NOTES GENERAL: I. ALL DETAILS SECTIONS AND NOTES SHOW ON THIS DRAWING ARE INTENDED TO BE TYPICAL AN SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERMSE NOTED. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. 2. SEE ARCHITECTURAL DRAWNGS FOR DOORS, WINDOWS, NON-BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS AW SLOPES, STAIRS, CURDS, DRS, DEPRESSIONS, RAIUNGS. WATERPROOFING , FINISHES, ETC. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDIRONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE DESIGN PROFESSIONAL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS INCLUDED THOSE FURNISHED BY THE SUBCONTRACTORS 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 5. ALL ASTM DESGNABONS SHALL BE AS AMENDED TO DATE UNLESS OTHERWISE NOTED S. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS BROUGHT TO THE ATTENDON OF THE ARCHITECT AND/OR THE DESIGN PROFES90NAL BEFORE PROCEEDING MIDI ANY OF THE WORK INVOLVED. 7, ALL CONCRETE IS DESIGNED BY ULIMATE STRENGTH DESIGN. 1) CONTRACTOR TO FIELD VERIFY ALL FASTING DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY ARCHITECT OF ANY SPECIAL CONDITIONS OR DISCREPANCIES BEFORE PROCEEDING WTH ANY ADDIDONAL WOM. 2) IN CASE OF DISCREPANCIES OR CONFUCTS, NOTIFY DESIGN PROFESSIONAL BEFORE PROCEEDING MTH ANY WORK. 3) DO NOT SCALE DRAWINGS - WRITTEN DIMENSIONS TAKE PRECEDENCE. IA 104� a C� FL - Q AT Q Q Z IISSSS ZLu � ` O LL.L6 y O O M Z W 0�a0 NNTI R-- UNT m*c n mi GRAPHIC SYMBOLS 1 COLUMNMNEOR INTEPoOREIEVATION NUMBER GPoDLINE. SHEET NUMBER ED _ MATCH LINE SHADE) PORTION IS THE SIDE CONSIDERED. O DOOR NUMBER MORK PONT, CONTROL MINT, OROATUMFgNT. R WINDOW NUMBER 2 ETPYIDENTFlCATION KEYNOTE NUMBER A07 EET WTERE CETP2SOMWN O �j REVISION CLD CTION ICENIIFICATCN AROUN AROUND REVISION EEi WHERE DETMLBOMWN W F J W �.. W HH REVIEIONS FISMMIK9 99.2•.29 Q D E S I G N E R • s � ENGINEER DATE: 09.25.30 SCALE:INDICATED SHEET NO. 9 OF 9 SHEET TS Z C� W040 - Q Q Q Z IISSSS ZLu � ` O LL.L6 y O O M Z W 0�a0 W F J W �.. W HH REVIEIONS FISMMIK9 99.2•.29 Q D E S I G N E R • s � ENGINEER DATE: 09.25.30 SCALE:INDICATED SHEET NO. 9 OF 9 SHEET TS 29 BAMBOOS 5" DIAM. TO REMAIN o----------- O O O ' O O op" ope. 0 J SANTA ANITA AVENUE REMAIN (E) FLOOR PLAN AND DEMO DEMOLITION KEY NOTES OCMU WALL TO BE REMOVED /�COL. TO REMAIN OCONCRETE DECK TO BE REMOVED OO GRASS TO BE REMOVED AND WATER TO BE CAP -OFF ©POND TO BE REMOVED gEC CONDENSER TO BE REPLACED AND RELOCATED )GATE TO REMAIN OOL EQUIPMENT ENCLOSURE TO REMAIN INSP TO BE UPGRADED OCOAST REDWOOD TREE 38" TRUNK DIAM. AT 4.5' FROM ROOT QCAMPHOR TREE 21" TRUNK DIAM. AT 4.5' FROM ROOT WOOD FENCE TO BE REMOVED OOL EQUIPMENT TO REMAIN Z F W - Q Q Z H V Z N W O W N D O O M W O 07.40 SANTA ANITA AVENUE ENGINEER JZMC ZFV SCALE:31321 V8 (N) PROPOSED BACKYARD WNEW a R a Z Z Q W CONSTRUCTION KEY NOTES t0 t/! W LL.L16 EPRESSED KITCHEN Z O O W WALL 6' HEIGHT FROM (E) GRADE 07-40 OSTOOL IN THE POOL FOUNTAINS TBD POOL QLOUNGE rEPRESSED SITTING AREA AND FIREPIT SPA aOTREX DECK OO MAIN CONCRETE DECK (+�6 "CURB *WEATHER FRIENDLY PLANTS AND DECOMPOSITE GRANITE ONEW CALIFORNIA ROOM (SEE SHEET A-2.1) FF a-" *NEW MUDROOM AND PANTRY (SEE SHEET A-2.1) *NEW CONCRETE STOOP O 13'-1" *NEW SIDEWALK FROM DRIVEWAY °OO O(E) POOL EQ. ENCLOSURE TO REMAIN O(E)POOL EQUIP. TO REMAIN yy EW SECTION OF ASPHALT p O(E)5' HIGH GATE TO REMAIN EWAC CONDENSER O o o 0 �'1� FWMNN ELEVp1ICN h�Px�.l �` p SANTA ANITA AVENUE REVISIONS Irl ... n8 08.x.I ENGINEER JZMC ZFV SCALE:31321 V8 WNEW a Z Z Q W a t0 t/! W LL.L16 Z O W 0 07-40 REVISIONS Irl ... n8 08.x.I ENGINEER JZMC DATE: 05.25.20 SCALE:31321 V8 SHEET HO. 3 OF 5 SHEET -1.1 DN KEY NOTES LAMING )F FRAMING TO RECEIVE TESLA ROOFING WL6Z p0Q 0- O J 190:a 4c 4 ~ O W Z Q Z I- V Z Lo N W O U. y 3 O O M W O M C9�Qv� WL6Z p0Q 0- O J 190:a E)_TOP OF ROOF______ 6, i ��DTOPOFGM ROOF '� ELEVATION KEY NOTES _____ Q(E)CHIMNEY 0 OO (E)ROOF FRAMING TO RECEIVE NEW TESLA ROOFING <D(E)PORCH <&(E)NEW ROOF FRAMING TO RECEIVE TESLA ROOFING ®ADDITION rQCALIFORNIA ROOM +( NEW WINDOW TO BE MILGARD BLACK ALUMINUM ANEW DOOR ANEW LANDING )ONTYRARD jQBA CKYARD Q(N)GARAGE DOOR ,k(E)TCP "M ----------------- �(E)FlRSTFLOOR ' _OVEGRADE ________________________ _ _________ _ _ _______ `• PROPOSED WEST ELEVATION iOPOF �MNRx ROOF TO REMNx TOP OFROOF ----------------------------------------------- Etfl Sm FIRST FLOOR ' E 6'EGFADE r REVISIONS PROPOSED SOUTH ELEVATION I.°xi°° °Y.2..2° ENGINEER DATE: 09.25.20 SHEET NO.8 OF 9 SHEET A-3 Q Z W - Q mac Z !- V Z� 10p cc 0 W U. y O LL O M W t9�Qv PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION ION KEY NOTES NEY ' FRAMING TO RECEIVE NEW TESLA ROOFING ROOF FRAMING TESLA ROOFING IN MIA ROOM VDOW MILGARD BLACK ALUMINUM YARD \RD AGE DOOR DN W Z NO O 1- IL Q O> rgJa. W SEAL RlVISIONB � F bnnde 08:14.30 ENGINEER IH W Q TQC SHEET A-3.1 Z �Q Z li Im(4W0 {6yD0 OMWO' a f oLu DN W Z NO O 1- IL Q O> rgJa. W SEAL RlVISIONB � F bnnde 08:14.30 ENGINEER DATE: 05.2&20 SCALE:11411'-0' SNEET NO.5 OF SHEET A-3.1