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HomeMy WebLinkAboutCDP 06-21; WOOLSON RESIDENCE; Site PlanEXl8TINl3 PROP LINE RETAINING WALL FUTURE UNDERGROUND ROUTING OF ELECTRICAL, TELEPMONE, CABLE, ETC. BETWEEN EXISTING POWER POLES. IT IS RECOMMENDED THAT APPROVED CONDUITS ARE IN PL.ACE PRIOR TO BACKYARD IMPROVEMENTS. PRO? LINE 68.04' 829'14'~E MIN 5 FT TALLSECllRRYFENCE, HT OF FENCE MEASURED AT EXTERKJROF Et(CLOSED AREA ~ r EXISTING PROP LINE /0 RETAININGWAU. S MIN 5 FT TALL SECURITY FENCE, HT OF FENCE MEASURED AT EXTERIOR CF ENCLOSED AREA WOOLSON RESIDENCE ADDITION CDP 06-021 MIN 5FTTALL ~ SECURITY FENCE, lfT OF FENCE MEASURED AT EXTERIOR OF ENCLOSED AREA MIN5FTTALLSECURITYFENCE,WI ---If-~ GATE , HT OF FENCE MEASURED AT EXTERKlROF ENCLOSED AREA. 36" WIDE GATE TO OPEN 01.JTWARD AND BE SELF,CLOSING ANO SELF-L.ATCl!INO. L.ATCIIES WH!CII ARE INSTALLED ON TIIE EXTERJOR MUST BE WJ 00' ABOVE FINISH GRADE. I ~-· I 5'-10X,"SETBACK EXISTINGSFT -....... WOOD FENCE ~ ~ "' I :: I I WV WM EP i ~i ~• -~-j ~e CONCW~ W/STONE BR~S 9'-1' ROLLED GUTTER ABBREVIATIONS • AND C.I. CASTIRON L ANGLE CLG CEILING @ AT CLl<G CAULKING 0 DIAMETER CLO. CLOSET A.8. ANCHOR BOLT CLR CLEAR • EXIST LOW DECK EXISTING AREA OF SINGLE STORY RESlOENCE TO REMAIN EXISTING AREA OF SINOLE STORY RESIDENCE TO REWIINWIPROF'OSED SECOND STORY ABOVE "-:•:,::-,,::,.,._ -: . ' :-:_.,:,,::.:-,;,:._: ' >.:.·:::-:·.-·:=.::.:· _.:,:-:,:-,: :,::,::. LoUTUNE OFSECOND FLOOR •=• 16'-0" STONE BREAKS ELEC ENCL EQ ETC EQUIP EP ELECTRICAL ENCLOSED EQUAL ETCETERA EQUIPMENT ABV ABOVE CMU CONCRETE MASONRY UNIT E.W. EACH WAY ACOUS. ACOUSTICAL CNTR COUNTER E, EXIST EXISTING A.O. AREA DRAIN COL COLUMN EXP EXPANSION ADJ ADJUSTABLE CONG CONCRETE EXPO EXPOSED A.F.F. ABOVE FINISH FLOOR CONN CONNECTION EXT EXTERIOR AGGR AGGREGATE CONSTR. CONSTRUCTION FAU FORCED AIR UNIT ALUM ALUMINUM CONT CONTINUOUS FDN FOUNDATION APPROX APPROXIMATE CTR CENTER F.F. FINISH FLOOR ARCH ARCHITECT CTSNK COUNTERSUNK F.G. FINISH GRADE ARCHL ARCHITECTURAL DRY DRYER F.J. FLOORJ01ST ASPH ASPHALT DBL DOUBLE F.N. FIELD NAIL 8D BOARD DEPT DEPARTMENT F&I FURNISH & INSTALL B.0. BOTTOM OF DET DETAIL FIN. FINISH B.O.B. BOTTOM OF BEAM DF~L DOUGLAS FIR LARCH FIXED FIXED WINDO'J\/ 8.0.S. BOTTOM OF STEEL DIA DIAMETER FLR FLOOR B.I. BUILT IN DIM DIMENSION FLG FLANGE BITUM. BITUMINOUS DKG DECKING FLASH FLASHING BLDG BUILDING DN DOWN FWOR FWORESCENT BU< BLOCK do OJITO, REPEAT F.O.C. FACE OF CONCRETE BLKG BLOCKING DR DOOR F.O.F. FACE OF FINISH BM BEAM DNSPT. DOWNSPOLIT F.O.M. FACE OF MULLION B,BOT BOTTOM D.W. DISHWASHER F.O.S. FACE OF STUD CAB CABINET DWG DRAWING F.P. FIREPLACE C.B. CATCH BASIN EA EACH FPRF. FIREPROOF CER. CERAMIC E.J. EXPANSION JOINT FRMG FRAMING EL ELEVATION F.S. FAR SIDE LINE OF PTU EASEMENT ------------------------,,,,,, , ... ,.,,,,/,,,,,,,, .. I POOl.-&._SPA UNDER SEP ARA TE;.PERMIT I ,,,, ,/ .. / 5'--0"r.lN ·-------·--P----/ "---, •✓· ·---..__ I ,,/,,/PROPOSED POOl.&SPA!.QP,TPN',........._, I 2&X14' RECOMMENOEO CONC STOOi> I /"0 I FISH I c~~N !_ _____ _ 2% POOL NOTES: ALL ?OOL SPOILS SHALL SE HAULED OFF SITE MID NO STORAGE OF W.TERIALS IN ntERKlHTOFWAV IS PROPOSED ALL RESOENCE DOORS OPENING TO FENCE ENCLOSED POOL AREA SHAU. BE PROVIDED WITH SELF-CLOSING HARDWARE IN ADDITION TO lATCH SEIB. L.--EXISTINGSFT WOOOFENCE w ~,n----Jr--i,. STONE BREAKS STONE i SURROUND ~ ~ I I I ~ " • • ---,1>,--MIN 5 FT TALL SECURrTY FENCE, WI GATE, HT OF FENCE MEASURED AT EXTERIOR OF ENCLOSED AREA 36" WIDE GATE TO O?&JI OUTWARD AND BESEU'-CLOSINGAND SELF-L.ATCtiiNG, tATCHES WHICH ARE INSTALi.ED ON THE EXTERIOR MUST BE MIN 00" ASOVE FINISH GRADE. I 6'-10½' SETBACK I I I ''JCJ',/CJ'I~: I I I I _____ .J T-m· ADDED FINISH FLOOR AND GRADE ELEVATION CALLOUTS TO SITE PLAN, EXISTING GRADE IS ESSENTIALLY FLAT. NOTE: FINISH GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO SWALE 5 FT AWAY FROM BUILDING. Norr: !,,JC it,OACH "'°'.,,.. /'IGltEE'1&,.,.,-R.E ~_,,~~0 PROJECT INFORMATION OWNER: JEFF & ANNE WOOLSON 5345 LOS ROBLES DRIVE CARLSBAD, CA 92008 (760) 438-8054 ASSESSORS PARCEL NUMBER: SITE ADDRESS: 5345 LOS ROBLES DRIVE CARLSBAD, CA92008 210-111-03 LEGAL DESCRIPTION: TRACT 3371, LOT133, TERRAMAR UNIT #5 ZONINING INFORMATION: TYPE OF CONSTRUCTION: ZONE R-1 TYPEV-N GRADING REQUIRED: NONE AVERAGE LOT SLOPE: FLAT, LESS THAN 1% LOT AREA: 7,220 SQ FT ( 0.108 ACRES ) ALLOWABLE LOT COVERAGE: 0.40 x 7220 = 2888 SQ. FT. FLOOR AREA: EXISTING SINGLE STORY RESIDENCE TO REMAIN PROPOSED DEMO/ RECONSTRUCT FIRST FLOOR PROPOSED RESIDENTIAL ADDITION AT FIRST FLOOR PROPOSED RESIDENTIAL ADDITION AT SECOND FLOOR TOTAL LIVEABLE PROPOSED DEMO/ RECONSTRUCT GARAGE PROPOSED SECOND FLOOR DECK & STAIR PROPOSED THIRD FLOOR ROOF DECK PROPOSED TOT AL LOT COVERAGE= 2879.5 SQ.FT. = 383.5SQ FT = 1386.5 SQ FT = 499 SQ FT = 2306SQ FT = 4575SQ FT = 506SQ FT = 314.5 SQ FT = 263 SQ FT (INCLUDES ENTIRE FOOTPRINT, SECOND FLOOR POPOUTS, EXTERIOR STAIRS & LANDINGS 30"0R ABOVE) FLOOR AREA RATIO PERCENTAGE: LANDSCAPE AREA PERCENTAGE: PARKING SPACES REQD / PROVIDED: N.A. N.A. 2 REQD / 2 PROVIDED SCOPE OF WORK FIRST FLOOR ADDITION & REMODEL TO EXIST SINGLE FAMILY RESIDENCE, NEW SECOND FLOOR & SECOND FLOOR DECK, NEW ROOF DECK. BACKYARD POOL AND SPA SHALL BE SEPARATE PERMIT. CONSULTANTS DESIGNER & ENGINEER: AL SIMEONE DESIGN 737½ NEPTUNE AVE. ENCINITAS, CA92024 PH/ FAX (760) 634-1272 DEMO: YET TO BE DETERMINED CONTRACTOR: YET TO BE DETERMINED APPLICABLE CODES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA PLUMBING CODE 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA ELECTRICAL CODE ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE COUNTY OF SAN DIEGO. CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING THE SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS. PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). SITE LEGEND CONC GS CONC 88.3 GS GROUND SHOT CONG SURFACE SPOT ELEVATION FO~ W•~K w•TM•,I f\J\S',1(.-----89---- CONG SURFACE RETAINING WALL FENCE WALL EXIST CONTOUR NEW CONTOUR EDGEOFEX!ST ROil.ED OU'!TER R11>,..T ·<»-"'"Y ---87--- EP EP WV WM -ofH -ef'P PROPOSED SITE PLAN 1/8"=1'~0" FT FOOT, FEET FTG FOOTING FURR FURRING LAGS LAG BOLTS UN. LINEN LAM LAMINATED O.C. ON CENTER 0.0. OUTSIDE DIAMETER OF .0. OVERFLOW DRAIN REFRIG. RET REV FUT FUTURE LAV. LAVATORY OH. OVERHEAD RFTR GA GAUGE GALV GALVANIZED GFCI GROUND FAULT CURRENT INTERUPT G.l. GALVANIZED IRON LDGR LEDGER LT. LIGHT MAX MAXIMUM MBR MEMBER OK OKAY OPNG OPENING OPP OPPOSITE OPT OPTIONAL REINF RGSTR REQD RES GL GLASS M.B. MACHINE BOLT P .C. PULL CHAIN RESIL GLB GLUE-LAMINATED BEAM MECH MECHANICAL P .L. PROPERTY LINE RLG GLULAM GLUE-LAMINATED GRND GROUND GRD GRADE GYP GYPSUM H.B. HOSE BIB HOR HEADER HOWO HARDWOOD HGR HANGER H, HORlZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENT. AIR COND. HVY HEAVY H/W HOT WATER TANK 1.0. INSIDE DIAMETER INSUL INSULATION INT INTERIOR JT. JOINT JST JOIST K.S. KING STUD L ANGLE STEEL MEMBRN MEMBRANE MFR MANUFACTURER M.I.WA. MALLEABLE IRON WASHER MIN MINIMUM MIR. MIRROR MISC MISCELLANEOUS M.O. MASONRY OPENING MTO MOUNTED MTL METAL MUL MULLION N NORTH N.I.C. NOT IN CONTRACT N.F.C. NOT FOR CONSTRUCTION NO. NUMBER NOM NOMINAL N.S. NEAR SIDE N.T.S. NOT TO SCALE 0/ OVER 0/0 OUT TO OUT {DIM) OA OVERALL 0.8. OBSCURE GLASS PEN PENETRATION PL PLATE PL.AS LAM PLASTIC LAMINATE PL.AST PLASTER PLEXI PLEXIGLASS PLNTR PLANTER PLUMB. PLUMBING PLY PLYWOOD PNL. PANEL PR. PAIR PRCST PRECAST PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PARTN PARTITION PTO. PAINTED P.T. PRESSURE TREATED Q.T. QUARRY TILE R, RAD RADIUS R.D. ROOF DRAIN REF REFERENCE RM. RO R.O. R.S. R.T. R.V. s s.c. SCHEO S.D. S.E. S.E.E.W. SEC SHTHG SHT SIM SKYLT SLP SLOR SP. SPECS EDGE OF PAVEMENT WATER VALVE WATER METER FIRE HYDRANT UTILITY POLE SURFACEORAINAGE > □ □ □ BMP LANDSCAPE AREA SURFACE DRAINAGE DIRECTION FENCE APPROVEl) . THIS IS THE APPROVED TENTATlfE MAP/SliE ~· PER CONDITION NO __ _.~...._ ___ _ < 3-2•07 ~J~3·1· ENGINEERING DEPT-DATE PLAr...iNiNG DEPT.• GATE REFRIGERATOR SQ SQUARE TYP TYPICAL RETAINING S.S. SELECT STRUCTURAL CBC CALIFORNIA BUILDING CODE REVERSE S.STL STAINLESS STEEL UNFIN UNFINISHED RAFTER STN STONE U/G UNDERGROUND REINFORCEMENT STAGR□ STAGGERED U.N.O. UNLESS NOTED OTHERWISE REGISTER STD STANDARD V,VERT VERTICAL REQUIRED STFNR STIFFENER V.P. VAPOR PROOF RESISTANT STL STEEL w WEST, WIOE FLANGE STEEL RESILIENT STOR STORAGE WA. METAL WASHER RAILING STRUCL STRUGTIJRAL WASH WASHER ROOM STRUC STRUCTURE w.c. WATER CLOSET ROUGH SUSP. SUSPENDED WD WOOD ROUGH OPENING S.WA SHEAR WALL ABOVE W.T.S. WELDED THREADED STUD ROUGH SAWN SYM SYMMETRICAL WI WITH RAFTER TIE T.O. TOP OF W/0 WITHOUT ROOF VENT T.O.B. TOP OF BEAM WP WATERPROOF SOUTH TRO TREAD WSCT. WAINSCOT SOLID CORE T.B. TOWEL BAR wr WEIGHT SCHEDULE TELE TELEPHONE WfR WATER STORM DRAIN TEMP TEMPERED GLASS SPACED EQUALLY TER. TERRAZZO SPACED EQUALLY EACH WAY T&B TOP AND BOTTOM SECTION T&G TONGUE AND GROOVE SHEATHING THK THICK SHEET THR. THRESHOLD SIMILAR T.O. TOP OF SKYLIGHT T.O.C. TOP OF CURB SLOPE T.P. TOP OF PAVEMENT SLIDING GLASS DOOR T.0.S. TOP OF STEEL SPACE TV TELEVISION SPECIFICATIONS T.O.W. TOP OF WALL SYMBOLS SECTION OR / VIEW /DOOR ELEVATION~ DIRECTION SYMBOL DESIGNATION :# © SHEET_/ . 1 -WINDOW SYMBOL 0 NUMBER EXTENT AND DIRECTION /REVISION OF CUT .bl:., SYMBOL DETAIL /EXTENT OF A# SHEET_/ REVISED AREA 0 NUMBER SPECIAL INSPECTIONS REQUIRED IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING LISTED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH CBC SEC. 1701 ALSO SEE SHEET S1 OF STRUCTURAL SET FOR MORE INFORMATION. 1. ALL EPOXY BONDED THREADED ROD HOLD DOWN ANCHORS, SEE S1 AND DETAIL 29 / S7 2. SOILS ENGINEER SHALL VERIFY SOILS CONDITIONS, OVER EXCAVATION DEPTH, AND BEARING STRATA. DEFERRED SUBMITTALS REQUIRED SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGNED BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING LISTED ITEMS WILL HAVE DEFERRED SUBMITTALS. 1. SECOND STORY DECK METAL SPIRAL STAIR CASE. FOOTING BASE PREPARATION NOTE: CONTRACTOR HAS OPTION TO EXTEND ALL FOOTINGS 6 INCHES INTO APPROVED FORMATION OR BACKFILL WITH APPROVED "LEAN-MIX" CONCRETE IN LIEU OF RECOMPACTION. MINIMUM OVEREXCAVATED SOILS FOR RECOMPACTION SHALL BE 8 FEET WIDE, AND 4 FEET EACH SIDE OF FOOTING. EFFECTED DETAILS ARE AS FOLLOWS: /13\ OO 00(19\/20\ (22\(23\ 00 ~~~~~~~~ LEAN-MIX BACKFILL. ALSO KNOWN AS CONTROLLED LOW STRENGTH MATERIAL (CLSM) PER ACI COMMITTEE 229, SHALL BE DESIGNED FOR A 28-DAY MAX UNCONFINED COMPRESSIVE STRENGTH OF 100 • 200 PSI. THIS ALLOWS FOR EASIER EXCAVATION OF THE LEAN-MIX BACKFILL, IF REQUIRED. DRAWING INDEX SHT. NO. A1 A2 A3 A4 A5 A6 A7 AB A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 S1 S2 S3 S4 S5 S6 S7 SB S9 S10 S11 S12 DRAWING TITLE SITE PLAN & GENERAL INFO ARCHITECTURAL GENERAL NOTES & SPECS EXISTING FLOOR PLAN & DEMO PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR DECK & ROOF PLAN ( & ADDTNL ARCH DTLS ) FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFRECTED CEILING PLAN EAST & NORTH ELEVATIONS WEST & SOUTH ELEVATIONS SECTION A, B, & C SECTION D&E FIRST FLOOR ELECTRICAL / MECHANICAL PLAN SECOND FLOOR ELECTRICAL/ MECHANICAL PLAN TITLE 24 ENERGY CALCULATIONS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS GENERAL MASONRY FIREPLACE DETAILS GENERAL STRUCTURAL NOTES GENERAL DETAILS FOUNDATION & FIRST FLOOR FRAMING PLAN 2ND FLR, 2ND FLR DECK, & LOW ROOF FRAMING PLAN 3RD FLOOR DECK & HIGH ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS HARDY FRAME PANEL STRUCTURAL DETAILS HARDY FRAME PANEL STRUCTURAL DETAILS REVISIONS A. p C 1-10-07 A WALKINROW 2-26-07 !'-o _oiu,c: o,i all ~ja!l~i " = 8.1 . _52).E ~ 5 j 81 .!!1 ..... ..... :a Q......, CC !!2 -- (IJ ~ ~ ! ~e ~-E~:::,(1)0,. a. (.l Cl)°' 0 O :f: ·-_5.g~-c .... o cnU)rn.!!1:::::i~ cl:C~:E_g_ >,, I-·=-0 1 0 .0-2c'E -ia.21:=m g Q)1'.5Q) .E 51 ,E:::, E 8 -~eaes 8-~ ! ~~ 0 .g> L. i=' :5 -.Q <( z 0 1- < 0 w ~> 0::: WO 0 z (f) ww 0 __J -m (f) 0 w 0::: 0::: z (f) Ogo (f) <( _j LO ~ 8 """ n:: ::> I"') <( ::> LO u • 1-z w 0 BY AS AS PROJECT INFORMATION & SITE PLAN DATE 2-26-07 NOTED DRAWN AS JOB 05-012 A1 OF 19 SHEETS , 0 -..-,- -5 FT TAl.l SECllllfYFBiCE. WI -G,lt,TE,HTOFFENCE-AT ~alll:Of EWClOIIEDMflEA_ 38"WIDE Q,\Tl"TO CJIO!N CllffWMD AMJIIEIElF.CU:-MD SB.F--1.ATCHINO LATCNEI IMKlHNlE. INSTALLED ONTMI!' EXTEIIIOII: loll.aT IIE---~l'lMIM-- ElUITJrlQ fflOI' LM: •;:;·----------· ---_,--FUTIEE UNDEIICMOIMI IIOUlWlil ~ E~ TE~Ef'HOlijE, c:,,af. ETC. IEfflEEN EXSTKI POWER F'OLE& If 19 ~D 1""l .YP'MlVED COHDUfr8 ME IN f"\ACE PftUl TO lll'at'l'NE ~ B2r 14"0.-E -SFT TALL IKI.INl'I' NTOFl'ENCI! .....URBIAT EXIE-OFEIOICl.~0AIIEA S /E!UIITlfrlliiPRWl.M /~ R~-~ G 1 ::.:o::~~~• ~ WOOLSON RESIDENCE ADDITION CDP 06-021 WV ""' EP i -:::!J-<c:L...~~~4--*'-va-r!...~IIO ,fz Q '-. 2% .. ,. 11-1· ROLLEDOUTT'l!II ·-- - • • EP UNE~PJ&Tu.a&!errr -------------- OIJTUl!E OF,-,. '"'"'"'"" _.) OFl'ENCEMEMl.lllfil ~.f <'I ~ ATEXTE-OF ~ ENCI.OIEDAREA --- POOLNOTEII: M.l POOL POil.i. SHALL BE. MUl.Bl OflF lllliMDN05TOtllllOI!: Of 111111.Tl"Mlll.5lfrl THE RIOHTOf-Yll5PIID~ ALL IIEIDBICE IXJOlll!I Ol'l!NKITO FENCi E""1.CIND l"OOl.l\lle,t. SW,ll llE Pl'IOYIDED wmt SEL.F-Cl.OIIINO HARDWNIE lfrl ADDfflDN TO lATCN la$. 1% SW.M..E. ) :r --<.L~~-----l--------1 ; I I I ~ r-1)!_· i~ I I '-,,..:,,....:.....;,,._;...J I I ~ I I 4--"'-➔I I I I I I I I I I I I I I I I I I I I I I I I a ~ z -MIN I FT TALL HCUIUTYl'tMJE, W, IMTI: , ~ OF ft:M:E IIEAIUIIIIW AT i EillTEA.:IIIOfENCl.0.0A~ . :WWl)l~TETOOPEIIOUT¥MRO AJIOH9ELF-Cw.lNONIIO SELF-LAlCHIMi. IATCNEII WHICH ARE INSTAU.El ON TIIE !XTUIIOfl WST IE -..-...::M;: ~ (MM)E, ADDED FINISH FLOOR AND GRADE ELEVATION CAI.LOUTS TO SITE PLAN, EXISTING GRADE IS ESSENTIALLY FLAT. NOTE: FINISH GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2% TO SWALE 5 FT AWAY FROM BUILDING. PROJECT INFORMATION OWNER: JEFF & ANNE WOOLSON 5345 LOS ROBLES DRIVE CARLSBAD, CA 92006 (760) 438-8054 SITE ADDRESS: 5345 LOS ROBLES DRIVE CARLSBAD, CA 92006 ASSESSORS PARCEL NUMBER: 210-111-03 LEGAL DESCRIPTION: TRACT 3371, LOT133, TERRAMAR UNIT #5 ZONINING INFORMATION: ZONE R-1 TYPE OF CONSTRUCTION: TYPE V-N GRADING REQUIRED: NONE AVERAGE LOT SLOPE: FLAT, LESS THAN 1% LOT AREA: 7,220 SQ FT ( 0.108 ACRES) ALLOWABLE LOT COVERAGE: 0.40 x 7220 = 2866 SQ. FT. {:~~~~~~ ~~~---.,,,--A EMOLITION OF ENTIRE EXIST RESIDENCE: DEMO. LIVING= ~770 SQ. FT. DEMO. GARAGE -506 SQ. FT. FLOOR AREA: PROPOSED FIRST FLOOR LIVING PROPOSED SECOND FLOOR LIVING PROPOSED TWO CAR GARAGE = 2237 SQ FT = 2467 SQ FT TOTAL LIVEABLE • 4704 SQ FT = 506 SQ FT PROPOSED TOTAL LOT COVERAGE• 2111 SQ.FT. (INCLUDES ENTIRE FOOTPRINT, SEC~□ FLOOR POPOUTS, EXTERIOR STAIRS & LANCMNGS :rt OR ABOVE) FLOOR AREA RATIO PERCENTAGE: LANDSCAPE AREA PERCENTAGE: PARKING SPACES REQD / PROVIDED: N.A. N.A. 2 REQD / 2 PROVIDED SCOPE OF WORK -~--v-v--~ ,.,---~ PROPOSED TWO STORY SINGLE FAMILY RESIDENCE WITH ATTACHED TWO CAR GARAGE, SECOND FLOOR DECK AND ROOF DECK. ~ /~ -"• .A ~ ~ BACKYARD POOL AND SPA SHALL BE SEPARATE PERMIT. CONSULTANTS DESIGNER & ENGINEER: AL SIMEONE DESIGN 737.l!i NEPTUNE AVE. ENCINITAS, CA 92024 PH / FAX (760) 634 -1272 CONTRACTOR: RUSTY JOHNSON CONSTRUCTION 5316 FORECASTLE COURT CARLSBAD, CA92006 (619) 572 -8924 APPLICABLE CODES ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH: 2001 CALIFORNIA BUILDING CODE 2001 CALIFORNIA PLUMBING COOE 2001 CALIFORNIA MECHANICAL CODE 2001 CALIFORNIA ELECTRIC~ CODE ALL WORK SHALL COMPLY WITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND N THE STATE OF CALIFORNIA TITLE24 CCR AS AMENDED AND ADOPTED BY THE COUNTY OF SAN DIEGO. APPROVED 11IIS IS 'l1IE APPROVED TENTATIVB MAP/SITI! PLAN P1!1t cotmmoN NO. lo OF PLANNING ~ RESOLl!TIONNO(ol8;,3 . \,,.: R f11!o1 ~ S'.q_t, . □-------&ii' ..... CONSTRUCTION BEST MANAGEMENT PRACTICES (BMP) EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, DETENTION BASINS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING THE SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITI-1 MATERIALS THAT MY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE). VICINITY MAP SITE LEGEND ---~~ G•--------~-J o" CONC CONG SURFACE RETAINING WALL GS FF CONC 88.3 GROUND ELEV (EXISTING) T.O. SLAB OR SUB FLR CONC SURFACE EDGEOFEJIIBT ROLLED DUTTER EP #tfTE: lf".oA<:-Ao ACH >k.Jr Jt~,l~.,,,. P,Etriu,~ R)P, \,JOfZ.I"-Wl1)\1Ai l'Ukl~ -----59---- f'•G~ -or-w11y --~81--- EP WV WM -{fH .p FENCE WALL EXIST CONTOUR NEW CONTOUR EDGE OF PAVEMENT WATER VALVE WATER METER FIRE HYDRANT UTILITY POLE GS □ □ □ SPOT ELEVATION BMP LANDSCAPE AREA SURFACE DRAINAGE DIRECTION FENCE __,, __ --1--___ L~~C?9L~S ~R~ _____ r'~"~•~~ ---------------------- PROPOSED SITE PLAN 1/8"=1'--0' ~N ( SPE;;~~~~~~~)_A IN ADDITION TO REGULAR INSPECTIONS, THE FOLLOWING LISTED ITEMS WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH CBC SEC. 1701 ALSO SEE SHEET S1 OF STRUCTURAL SET FOR MORE INFORMATION. 1. ALL EPOXY BONDED THREADED ROD HOLD DOWN ANCHORS, SEE S1 AND DETAIL 29 / S7 2. SOILS ENGINEER SHALL VERIFY SOILS CONDITIONS, OVER EXCAVATION DEPTH, AND BEARING STRATA. DEFERRED SUBMITTALS REQUIRED SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGNED BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. THE FOLLOWING LISTED ITEMS WILL HAVE DEFERRED SUBMITTALS. 1. SECOND STORY DECK METAL SPIRAL STAIR CASE. /'-/'._/) -- (--------v--~,,-- "' r.========================== FOOTING BASE PREPARATION NOTE: CONTRACTOR HAS OPTION TO EXTEND ALL FOOTINGS 6 INCHES INTO APPROVED FORMATION OR OVEREXCAVATE AND RECOf,f'ACT SOILS. ALL WORK SHALL BE IN ACCORDANCE WlTI-1 THE GEOTECHNICAL REPORT, BY SOUTHERN CALIFORNIA SOILS AND TESTING. DRAWING INDEX SHT. NO. DRAWING TITLE SITE PLAN & GENERAL INFO ARCHITECTURAL GENERAL NOTES & SPECS EXISTING FLOOR PLAN & DEMO PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN THIRD FLOOR DECK & ROOF PLAN ( & ADDTNL ARCH DTLS ) FIRST FLOOR REFLECTED CEILING PLAN SECOND FLOOR REFRECTED CEILING PLAN EAST & NORTH ELEVATIONS WEST & SOUTH ELEVATIONS SECTION A, B, & C SECTION D&E FIRST FLOOR ELECTRICAL/ MECHANICAL PLAN SECOND FLOOR ELECTRICAL / MECHANICAL PLAN TITLE 24 ENERGY CALCULATIONS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ABBREVIATIONS Q A1 f;2 A3 A4 AS A6 A7 A8 A9 A10 A11 A12 A13 A14 A15 A16 A17 A18 A19 S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S11 S12 GENERAL MASONRY FIREPLACE DETAILS GENERAL STRUCTURAL NOTES GENERAL DETAILS & L CII Ill A.B. AFW ACOUS. A.O. ADJ A.F.F. AGGR ALUM APPROX ARCH ARC~ ASPH 00 B.O. B.O.B. B.O.S. B.I. BITUM. BLDG BU( BU<G BM B,BOT CAB C.B. CEIi. NID ANOI.E AT Dw.ETER ANCHOR BOLT -ACOUSTlCAL AREAIJRAI< ADJUST-.e AIIOVE FINISH FLOOR AGGREGA.TE AWMINI.OI APPRO~TE ARCHITECT ARCHITECTURAL ASPHALT """"" BOTTOM OF BOTTOM OF BEAM BOTTOM OF STEEL BUtL.T IN BITl.lMtmus BUtl.OIIIG BLOCK BLOCKING BEAM BOTTOM CMIINET CATCH BASIN CERA.MK: C.I. CAST ltc:..t CLG CEILNG CLKG CAUI..KNG CLO. CLOSET CLR ClEAR CMU CONCRETE MASONRY L-"'IIT CNTR COI.WIITER CCX.. COLUMN Cc>IC CONCRETE CONN CONNECTION CCJr\lSTR. CONSTRUCTION CCIIIT CONTINUOUS CTR CENTER CTSNK CC'.llMTERSUNK DRY DRYER DBL DOUBI..£ DEPT DEPARTMENT □ET DETAIL DF-L DOUGLAS FIR LARCH DIA DIAMETER DIM DIMENS~ DKG DECKP\IIG ON DOWN c1o DITTO, REPEAT DR. DCXJR DNSPT. DOWNSPOLIT D.W. DISH WASHER DWG DRAWING EA EACH E.J. EXPNtilSICflil JOINT EL ELEVATION El.EC ENCL EC ETC EQU .. E.W. E, EXIST EXP EXPO EXT FAU FDN F.F. F.G. F.J. F.N. F&I FIN. FIXED FLR FLG FIASH FWOR F.O.C. F.O.F. F.O.M. F.O.S. F.P. FPRF. FRMG F.S. ELECTRICAL ENCL06ED EQUAL ETCETERA EQUIPMENT EACH WAY EXISTWG .,..ANIIION EXPOSED EXTERIOR. FORCED AIR UNIT FOUNDATION FINISH FLOOR FtNISH GRADE FLOOR JOIST FIELD NAL FURMSH I INSTALL FINl8t< FIXEDWNXJW FLOOR FLAM£ FIASIN3 FLUORESCENT FACE OF CONCRETE FACE OF FINISH FACE OF MUU.ION FACE OF STIA1 FIREPLACE FIREPROOF ,_ FARSllE FT FOOT, FEET FTG FOOTING FURR FURRING FUT. FUTURE GA GAUGE GAL.V GALVANIZED GFCI GROL.1'.10 FAULT CURRENT INTERLl-'T G.I. GALVANIZED IRON GI... GLASS GLB GLUE-LAMINATED BEAM GLIJLAM GLU E-l.AMINATED GRMJ GROUND GRD GRADE GYP GYPSUM H.S. HOSE BIi HlR HEADER HDWll HARDWOOD HOR HANGER H, HORlZ HORIZONTAL HR HOUR HT HEIGHT HVAC HEATING VENT. AIR COND. HVY HEAVY HIW HOT WATER TANK 1.0. INSl>EOIAMETER INSUL INSULATION INT INTERIOR JT. JOINT JST JOIST K.S. KING STUD L ANGLE STEB.. LAGS LAG Ba.TS O.C. ON CENTER REFRIG. LIN. LtilEN O.D. OUTSIDE DIAMETER RET LAM LAMINATED OF.□. OVERFLOW DRAIN REV LAV. LAVATORY OH. OVERHEAD RFTR LOGR LEDGER OK OKAY REINF LT. LIGHT OPNG OPENING RGSTR MAX MAXNUM OPP OPPOSITE REQD MBR MEMBER OPT OPTIONAL RES M.B. MACHINE BOLT P_C Pl..UCHMrl RESIL MECH MECHANICAL P.L. PROPERTY LINE RLG MaeRN MEWIRANE PEN PENETRA~ RM MFR MANUFACTURER PL PLATE RO M.I.WA. MAI I EMLE IRON WASHER PL.AS LAM PLASTIC LAMINATE R.O. MIN MtilMUM PLAST PLASTER R.S. MIR. MtRROR PL.EXI PLEXIGI...ASS R.T. MISC M'8CELl.ANEOUS Pl..NTR PLANTER R.V. M.O. MASONRY OPENING PLUMB. PLUMffiG s MTD MOUNTED PLY PLYWCXD S.C. MTL METAL PNL. PANEL SCHED MUL MUl..l.lON N NORTH N.1.C. NOT IN CONTRACT N.F.C. NOT FOR CONSTRUCTION NO. NUMBER NOM NCMINAL N.S. NEARSIJE N.T.S. NOT TO SCALE 0/ OVER 0/0 OUT TO OUT (Dt.l} 0A OVERALL O.B. OBSCURE GLASS PR. PAIR PRCST PRECAST PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSt POUNDS PER SQUARE INCH PARTN PARTITION PlD. PAINTED P.T. PRESSURE TREATED Q.T. QUARRY TILE R, RAD RADIUS R.D. ROOF ORAN REF REFERENCE S.D. S.E. S.E.E.W. SEC 81-!THG SHT SIM SKYLT SLP SLDR SI'. SPECS REFRIGE.RA TOR SQ SQUARE RETAINING S.S. SELECT STRUCTURAL REVERSE s.sn. STAINLESS STEEL RAFTER sm STONE REINFORCEMENT STAGRD STAGGERED REGISTER STD STANDARD REQUIRED STFNR STIFFENER RESISTANT STI. STEEL RESILIENT STOR STORAGE RAILING STRUCL STRUCTURAL ROOM STRUC STRUCTURE ROUGH SUSP. SUSPENDED ROUGH OPENING S.WA SHEAR WALL ABOVE ROUGH SAWN SYM SYMMETRICAL RAFTER TIE T.O. TOP OF ROOF VENT T.O.B. TOP OF BEAM SOUTH TRD TREAD SOLID CORE T.B. TCMl'ELBAR SCHEOI.JLE TELE TELEPt-DltilE STORM DRAIN TEMP TEMPERED GLASS SPACED EQUAL!. Y TER TERRAZZO SPACED EQUAL!. YEA.CH WAY T&B TOP AND BOTTOM SECTION T&G TONGUE AND GROOVE SHEATHfljG THK THICK SHEET THR. THRESt-KXD SIMILAR T.O. TOP OF SKYLIGHT T.O.C. TOP OF CURB SLOPE T.P. TOP OF PAVEMENT SLIDING GLASS DOOR T.O.S. TOP OF STEEL SPACE lV TELEVISION SPECIFICATIONS T.O.W TOP OF WALL TYP TYPICAL CBC CALIFORNIA BUN.DING COOE UNFIN UNFINISHED U/G UNDERGROUND U.N.O. UNLESS NOTED OTHERWISE V,VERT VERTICAL V.P. VAPOR.PROOF w WEST, WOE FLANGE STEEL WA. METAL WASHER WASH WASHER W.G. WATER CLOSET 1M) wooo W.T.S. WELDED THREADED STUD WI WITH W/0 WITHOUT WP WATERPROOF WSCT WAINSCOT WT WEIGHT WTR WATER SYMBOLS SECTION OR----. / VIEW ELEVATION '-~ DIRECTION DESIGNATION -ft, I SHEET~/ -~=,.mo DIRECTION OF CUT DETAIL----.._ DESIGNATION · .. (;! ~) I I SHEET ./ NUMBER ,-DOOR / SYMl:)OL © /WINDOW SYMBOL 0 ,-REVISION d. SYMBOL r-EXTENTOF REVISED AREA 0 FOUNDATION & FIRST FLOOR FRAMING Pl.AN 2ND FLR, 2ND FLR DECK, & LOW ROOF FRAMING PLAN 3RD FLOOR DECK & HIGH ROOF FRAMING PLAN STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS STRUCTURAL DETAILS HARDY FRAME PANEL STRUCTURAL DETAILS HARDY FRAME PANEL STRUCTURAL DETAILS EISIDN / 1¥.T[ II' A.PC 1-10-07 AS A WALK IN ROW 2-26-07 AS A tDNIPOROHIGL£ST/ M.811HH &-J-.117 AS f . 't5 @ Jwt .c) i ~ ! . f :,, i al I "E"i i Jtti~i ~"1~1~ »I--l5 -0 ~1:li) ~;~}! §:E :::I -~ ·I? .... ~:E ~ .e < z 0 I- Ow o> <( -0:::: WO (_) z (f) ww 0 _J -rn 00 (f) 0 0 w 0:::: 0 0:::: N z (f) O') <: oS 0 <: z (f) CD a::: _J LO ti) 0 a"""" ....J LL. On a::: ....J <: <: 3:: LO 0 0 ~1 N a:, CD r-N C "'~ . ~ .., >< .. 0 i"' 0 <O cl. ©) z~ ci IX) C <O "' "' ,-... m ·;;; . ... m imj (.9~ 0 C ~ iii a. E -:ill (1)8 m w~ 0...1 .. <~ <( "' .,o ::, "' i~ I-ca, ~.m I z <( 5 C w ~~ !~ 0 :, '" 15.0 •.:) -., . ~ en z~ "' ~w ~-'= ~ Cl'. r-u MC r-W PROJECT INFORMATION & SITE PLAN DATE 8-7-07 1 ::.,;,;ALE NOTED DRAWN AS JOB 05-012 '!Rm A1 OF 19 SHEETS (:) 0 b -