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HomeMy WebLinkAboutPRE 2018-0033; BARRIO PROJECT - PANADERIA/RESIDENTIAL PLAN; Preliminary Reviewco I "' I 0 <O <O 0 -I ---j ... VJ ~ '-' g " F "' <( GENERAL NOTES • GROSS AREA: 204-092-02 = 4,379.68 SF I 0.1005 ACRES • EXISTING LAN DUSE I GENERAL PLAN = V-B • EXISTING ZONING = V-B • LFMP ZONE: ZONE 1 • NOTE: BOUNDARIES AND DIMENSIONS ARE FROM RECORD OF SURVEY #22071 LEGAL DESCRIPTION -PARCEL 02 (SEE R OF S 22071) THE EAST HALF OF THE NORTH HALF OF LOT 14 AND LOTS 15 & 16, BLOCK 42, TOWN OF CARLSBAD PER MAP 535, RECORDED MAY 2, 1888, EXCEPTING THE SWLY 70 FEET OF SAID LOTS 15 & 16. • UTILITIES PLOTTED IN ROOSEVELT STREET AND WALNUT AVENUE FROM CITY DRAWINGS 122-10 & 145-8. • CULTURAL RESOURCES STUDY AND PALEONTOLOGICAL ASSESSMENT BY BRIAN F. SMITH AND ASSOCIATES, INC. DATED MAY 4, 2018 858-679-8218 -BSMITH@BOFSA.COM • CIVIL ENGINEER JOHN P. STROHMINGER -CIVIL ENGINEER #55187 AND LAND SURVEYOR# 8219 760-415-2584 -JOHNPSTROH@YAHOO.COM • BUILDING DESIGN CABRERA AND ASSOCIATES INC. HUMBERT CABRERA 619-588-4307 -HUMBERT@CTMI.COM • SOILS ENGINEER GEOSOILS, INC JOHN P. FRANKLIN, CEG 1340 760-438-3155 -JFRANKLIN@GEOSOILSINC.COM REPORT #W.O.7442-A-SC -DATED 5-31-18 VILLAGE /BARRIO MASTER PLAN • PINE TYLER MIXED USE DISTRICT • RESTAURANT -LIMITED USE TAKE OUT SERVICE • DENSITY RANGE -18 TO 23 UNITS PER ACRE -PROPOSED 2 APARTMENT UNITS (0.10 ACRES OR 20 UNIT PER ACRE) • PARKING REQUIRED 1 BR UNIT -1 SPACE 1 -2 BR UNIT -1.5 SPACES 1390 SF RETAIL AT 11300SF = 4.6 SPACES TOTAL REQUIRED= 7.1 -ROUNDED DOWN TO 7 SPACES SPACES PROVIDED = 5 ON-SITE (1 COVERED) AND 2.5 OFFSITE DIAGONAL SPACES (CREDIT FOR 5 PROVIDED) PROJECT DESCRIPTION REMOVE EXISTING POOL HALL BUILDING PLACED ON THE SITE IN 1961 (MOVED FROM ACROSS THE STREET) REMOVE EXISTING TEMPORARY BLOCK FOOTING -GRADE SITE FOR NEW PANADERIA WITH 2 SECOND STORY RESIDENTIAL UNITS. BUILDING TO INCLUDE STEPS AND ELEVATOR FOR RESIDENTIAL UNITS. PARKING PROVIDED OFF EXISTING ALLEY AND NEW DIAGONAL SPACES ON WALNUT. i----------80.0' ----------i i-----40.0' -----i-----40.0' ---~ SECTION A-A (ROOSEVELT STREET) (PER DWG-122-10-SHEET 4) NO SCALE i----------80.0' -----------i 20.0· T 20.0· .. ~.. 20.0· T 20.0· ~ =~-~2% I ~ 2% LtOUTH It:~~ ?';Pl;,-NORU 10.0· 10.0' PROPOSED PROPOSED VACATION VACATION SECTION 8-8 (WALNUT STREET) (PER DWG-145-8-SHEET 10) NO SCALE MINOR SITE DEVELOPMENT PLAN SDP 2018- UPDAlED: 08-23-2018 ROBERT C. LADWIG NO. LS3189 DATE VICINITY MAP NO SCALE OWNER/APPLICANT 204-092-02 ~ N i • THERESA ESCOBEDO CHALFANT, 1/2 INTEREST, SUBJECT TO EXCEPTION 3 & 8 OF TITLE REPORT BY FIRST AMERICAN TITLE COMPANY -ORDER #DIV-4623085 (12) DATED APRIL 12, 2008 • OFELIA E ESCOBEDO, TRUSTEE -1/2 INTEREST TITLE REPORT BY FIRST AMERICAN TITLE COMPANY -ORDER #DIV-4623085 (12) DATED APRIL 12, 2008 PREPARED BY AERIAL TOPO PREPARED BY PHOTO GEODETIC CORP FLOWN ON OCTOBER 7, 2015 AERIAL CONTROL BY BAKER LAND SURVEYORS, INC. PUBLIC UTILITIES AND DISTRICTS GAS AND ELECTRIC TELEPHONE WATER SEWER STORM DRAIN FIRE SDG&E AT&T CITY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD CITY OF CARLSBAD POLICE SCHOOLS CARLSBAD UNIFIED SCHOOL DISTRICT 20 ~ IV. q (q·" ~ ~ 0 20 FEET P.O. BOX 2258 CARLSBAD, CA 92018 PHONE (760) 438-3182 FAX (760) 438-0173 MAY 2018 BARRIO PROJECT PANADERIA / RESIDENTIAL PLAN MINOR SITE DEVELOPMENT PLAN SOP 2018----- NOV 02 2018 L-1066 SHEET 1 OF 2 "' I "' I 0 MINOR SITE DEVELOPMENT PLAN SOP 2018- .;-··'·'--•" I J ------o --------~-1..:1 ------____ ... ,::::;:,,.----u ----------" -------- -G ----------G ----------G ----------G ----- ✓-,, ---,, ,._, ,_-_, /' ,,✓ /"" ,S -✓ ---~ ,,.r --s_ r ;,_,:;;?,= =---s_+ ,#".''------=--=---------s_-_ -,,,. / t"' I ', '•"""----,---~ I I ---- S'° ~=~;;:----:-$ =~~= WALNUT A VENUE cS=----------=----_--s------_s~~--- :: 1--,.,,--•-'" -r------,·--o-,,,,, '•~-,-,,, -""-----•• -----------------------------------------------~~--------- --" ~i :··, ';_, -- I \ J,--< /~ I , I I ---_, ________ ; -------- ' I I I I I I ' ,, ' ' ' ---"-',I,), ",J._,C., -· I ,. I J0.03' ' -f ,: -- ---------~ • i ! I I I I ,-- ! 11~ • -' r------- 1 (l I i I --------------- UPDATED: 08-23-2018 ROBERT C. LADWIG NO. l.53189 DATE 10 0 10 FEET REVISION DATE BY Ladwig Design Group, Inc. P.O. BOX 2258 CARlSBAD, CA 92018 PHONE (760) 438-3182 FAX (760) 438-0173 MAY 2018 BARRIO PROJECT PANADERIA / RESIDENTIAL PLAN MINOR SITE DEVELOPMENT PLAN SOP 2018----- L-1066 SHEET 2 OF 2 ~ ~ w <( C:-' L; 0 (;; _J l.'': Lu L- t~ L- L:::J~ -L.'-J 1--...L =i i= 2e:::_ = [L ?.;:C) n-~ ~ u-,, -,x C],".) -". u f'.=-7 ,_,; ::: Gu-; w ,..._, 1--c ·.ct 2;5 C' 1../) --::1 j~ :::::.i <C ,-, ,•• ~' c.....J g: z ,,. set._ :6 -~r: ~-e:::: :j'J CJ -7 <t 4 ;J --I LL ,:) I.~ f- :-'.' Z. -~LL. J_ (f, l--7 L,.Q ,_::) ,_:, l-7 e:: i~ . <'-.( l- o__ l- e, IL z~cc; -1-' > '.:::) <c OJ '.J) _ _J '.l'. <c u ! 0::: LJ C}] C '.l'. I C) '] < <t Ct' LL. i 2 L 0 u 1-- C) N " C " I I i ~ ~ . r 9 ;m ~r-----8 a--------::::i ~ f ,-----------£l 11-0-------------------------------------------------------------------------------------------------------------------, ' ,-r+g ih~Q~ ~ f8l0~ ~ § ~ 1~ ~f§ ,~ [□ □□~ □□ □□ C C Cl Cl "7 I ~~1 1 I -CTI~* □ DRAWN BY: CABRERA & A S S O C I A T E S I N C. 1380 ~L CAJON BL VD SUIT~ 208 (619)588-4307 0~ l~i~ □ □ :;:::::7 □"□ □"□! J;l iQ1\l;-::'ao~~ I IQ 0 /;l,D "" s~ 'ID,-li 0 roiu 1~_ .;;., 1 ro 101 -= 01 r□11 □-~------------------------------------------------------------------------------------------------------------~ •--------F~------;lj-Ill---~ ~ ~ LJ n R f V I S f D: PROJECT LOCATION 10/31/2018 10:41:53 AM TILE A1-1 A1-1 A1-3 A2--1 A2--2 A1-3 A2--3 A2--4 A2--5 A.P.N. 204-092-02-00 3304 ROOSEYEL T ST, CARLSBAD, GA 92008 SHEET LI ST BASEMENT FLOOR PLAN SJTE PLAN PROPOSED WY'€R FLOOR Pl-AN EXiERIOR EU:\1 AT JONS E.><TI:RIOR ELEVATIONS PROPOSED UPPER FLOOR PLAN EXTERIOR ELEV AT IONS EXTERIOR ELEVATIONS PERSFEGTIYE YIEY'I -----------------~ SHEET N.AHE • • i !i I _I I I I 11l (_/) LJ ,JJ < c.::: u (_": <.: z -~ ~I ,::,~ -~ :-" Q"'. -----,, s:..-r: ~'' ~ ,_,,, L!J LL 5-<: ,.---, ( ' '--,_,, u z ,_-, 7 C.' ' C, __J T < CL f,~;77'72?77/7:\~~------------------------------------------------------------------------------------------------------------------------~~iilll O:,~= ,,w_._ ~f!~~ ~ 1 ~lrkiti~ "'~ Pi •'.it !;j ~I ej fi1 ~ITT ;!•,,:::; tJ LL C 1-z u 1/l 7 0 , __ _, ,_., I,,_ l/1 v; le cc CL " 1,,.1 LL T f-·-,- 0::: ,c__ L,' 0:: 0 <( rn [/) ..J D:'. <( u I (.'.) "' 0 <( ..J I 0 n 0 -OJ -./ f- 0:: w rn 0 D:'. I (.'.) ~ 0 <( ..J ./ ..J <( u 0:: w 2 2 0 u f-..J ./ (f) 2 <( "' ID .. -st 0 -OJ -0 N -------n ------· o - 1-- UJ w I a ~ t 1-- __J UJ > UJ (/) 0 0 a . . . , . . ~-... ~-~ .. -·1 ''' .- . 1 .. -~1 .. ;-. : "· - . . --! -' ! ?.-. i t ' . . ' . ·1· .. . : .. ·.-.. EXISTING FIRE HYDRANR \___ADJACENT BUILDING) ~----------------------------'----------------------------------------------- I .. '·a· ·,. -,· . ' -' ' -',.' \ } • j _, " .. .,_ ·. CONCRETE SIDEYW.K EXISTING LANDSCAPE E.XIJTl!-lG ~UILDl!-lG E.XIJTl!-lG ~UILDl!-lG . . . " ,, --' GATE &' HIGH ci:NCE-~-J WALNUT A V t N U t G ,a, '\}, RETAIL RETAIL 'o• RETAIL RETAIL @ @ @ RETAIL @ I i ! I . I I ·.·"' •, .A• .: O_ ,; • • · . .,,,. ... -- '· • . . ' ll ! ., . "·- :· I . ,,-· >-, w, I __J I __J • • I c:, ---' 2 9 -----------------116.....,8~;Q~HIG~~A_l'.!F~~NtE=F~E-E_T__'.r-~' ~f--i--~+-----=,""o·,..c:•:...-:efne----I: -<( I ' ·-· 1--------. . . . ~ ... '·~ __ ·:. I : I IN PROPOSED ONE : I : '~ GAR GARAGE -,... ~ I . ' - I ! '.· . ' . . •• --. . . . 1 .. "···:·-1·~, ~ I : ~ ' . , SIT~ PLAN ---------------~------------· --------------------- PARKING: PARKING REQUIREMENTS: ONE BEDROOM UNIT 1-TV'IO BEDROOM UNITS VISIT OR PARKING 1 SPACE PER UNIT 1.S PARKING ( 1 COVERED) 0.30 SP/ICE PER UNIT RESTAURANT, LIMITED TAKE OUT ADA PARKING 1 SPACER PER 300 5QUARE FEET 1 SP/ICE FOR 1 TO 25 PARKING TOTAL REQUIRED: 3.B PARKING SP/ICES PARKING CALCULATION: 1-0NE BEDROOM UNIT 1-TV'IO BEDROOM UNITS 1 VISITOR FOR 2 UNITS 1 PARKING 1.S PARKING 0.60 PARKING 4.4PARKING 1 PROPOSED RESTAURANT SUBTOTAL: 1.5 PARKING 1 ADA <2S PARKING 1 PARKING TOT AL PROVIDED: B.5 BICYCLE PARKING: 5 SP/ICES PROVIDED ~ :, SI TE PL/\ /\I /\IO TES: 1. CONTRACTOR TO VERIFY ALL DIMENSIONS ON DRAV'<ING AND JOB SITE PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. DESIGNER IS NOT RESPONSIBLE FOR CONSTRUCTION AND GODE COMPLIANCE. 2. CONTRACTOR TO GOMFL Y V'llTH ALL OSHA REQUIREMENTS . 3. VERIFY ALL UTILITY LOCATIONS (EXISTING OR NB"l) PRIOR TO START OF CONSTRUCTION. 4. BUILDING .ADDRESS NUMBERS AT THE STRUCTURE AND AT THE DRIYEV'lAY ENTRANCE ARE TO BE EASILY SEEN FROM THE STREET. 5. ALL FROFERTY LINES, EASEMENTS, AND BUILDINGS BOTH EXISTING AND PROPOSED, ARE SHOV'lN ON THIS SITE FLAN. 6. VERIFY ALL GRADES AND CONDITIONS ON FIELD. NO SURVEY OR TOFO PROVIDED BY OV'lNER 1. VERIFY LOCATION OF SIDEJAIALK (TO MATCH EXISTING) IN SPACE BETY'IEEN CURB AND FROFERTY LINE. B. FAYED DRIYEV'lAY IS REQUIRED IF SLOFE EXCEEDS 14%. '1. ALL EAVES AND OVERHANGS TO BE MINIMUM 2'-6" .AJl'!AY FROM THE PROPERTY LINE. 10. ALL EXTERIOR LIGHTING, V'lHETHER FOR PARKING, SECURITY, OR DECORATION, IS TO BE FULLY SHIELDED TO PREVENT LIGHT FROM "SPILLING" INTO THE NIGHT SKY OR ACROSS ANY PROPERTY LINE AS FER SAN DIEGO COUNTY ORDINANCE 1511. 11. EACH OUTDOOR LIGHT FIXTURE SHALL USE INCANDESCENT LAMPS, NOT TO EXCEED 100 V'lATTS, OR USE EQJIYALENT FLUORESCENT LIGHTS. 12. THE HOSE BIBS AND LJ.Y-IN SPRINKLER SYSTEMS SHALL HAYE APPROVED BACKFLOV'l PREVENTION DEVICES. UPC SECTION 1003. 13. V'lATER CLOSETS INSTALLED ON THIS PROJECT TO BE STATE OF CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT APPROVED LOV'l V'lATER CONSUMPTION TYPE 1.28 GALLONS FER FWSH AS FER SAN DIEGO COUNTY ORDINANCE 7870. 14. ALL FOTN3LE V'lATER FIFING CONNECTIONS V'llLL BE MADE V'llTH LEAD FREE SOLDER. 15. ANY PORTION OF A FENCE OR OTHER STRUCTURE V'llTHIN FIVE FEET OF BUILDING SHALL BE CONSTRUCTED FER ONE OF THE FOLLOV'llNG: NON- COMBUSTIBLE MATERIAL, APPROVED EXTERIOR FIRE-RETARDANT TREATED V'lOOD, OR MATERIAL MEETING SAME FIRE-RESISTIVE STANDARDS AS EXTERIOR V'lALLS OF BUILDING. ---· -------- 0 Q I.µ .,Q 0 u '-1 I.µ I.µ Q < oL. I.µ Q < ~ < ""'- () () I f'l () ' f'l I)'" () I 'S)- () f'l z IL 4'. s I T [ p L I\ t4 -c() f-() \S) () f-f'l _j I)'" Ill 4'. fu 0 \S) - () ~ ()[fl O!'. \S) 'S)-_j () O!'. rn 4'. rn 0 10/31/2018 10: 41: 56 AM Al -1 :_) z ',-) lei f--<~ ,J} <( L 0 f--z u L') 7 0 u f/J u ,Ji v'· "-' er:. CL -x_ u _, I T ,- :'.'> ~ :r: ,:) f- ·'--<( LJ ~-: L CJ ,_ Ct: <..: [L -z > CJ I/, -c:::: <( ' "-u_ LT C LL ~ <1 u CY w 2 2: 0 C_) f- (f; - 1.,--,, -.n ' ------- in ,--------------7 LINE Of FLOOR ASO~ L _________ L _________ 7 ' / ELEV / " 5' -11/2" 21' -II' IB' -B 1/2" 20' -41/2" UP ____ T ___ _ ____ I ___ _ ____ '10-__ _ ========= I ~ ---~~ -.n I ' -' ------_J ~ ----~y-~ -.n I L ' f:i ----------7 I ________ _J BASEMENT FLOOR PLAN 1/4" = 1'-0" _____ ,,,,_~--- j fLOOR. PL/\~ ~OTEJ': 1. THESE PLANS AND ALL V'lORK SHALL COMPLY v'llTH THE CALIFORNIA BUILDING STANDARDS GODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE COUNTY OF SAN DIEGO. 2. ALL ANGLES TO BE 45 DEGRESS U.N.O. 3. ALL PWMBING v'lALLS TO CONSIST OF 2x6 STUDS AT 16" 0/C, U.N.0. ALL EXTERIOR RESIDENCE v'lALLS TO CONSIST OF 2X6 STUDS AT 16" 0/C U.N.O. ALL GARAGE EXTERIOR v'l.ALLS TO BE 2X4 STUDS. THE SHARED v'l.ALL BETV'EEN THE GARAGE AND RESIDENCE TO BE 2X6 STUDS. 4. ALL v'lATER PIPING CONNECTIONS TO USE LEAD FREE SOLDER. 5. v'lATER CLOSETS TO HAVE MINIMUM 30" CLEAR v'llDTH AND 24" CLEARANCE IN FRONT PER 2016 CPC, SECTION 402.5. 6. v'lALL v'lATER CLOSETS, URINAL AND ASSOCIATED FWSHOMETER VALES, IF ANY, SHALL BE CERTIFIED USING NO MORE THAN 120 GALLONS PER FLUSH AND SHALL MEET THE PERFORMANCSE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, STANDARD A112.1'l2. 1. ALL LAVATORY AND SINK FAUCETS SHALL BE FITTED v'llTH A FLOY'l RESTRICTING AERATOR v'llTH A CERTIFIED MAX FLOY'l RATE OF NO MORE THAN 1.50 GALLONS PER MINUTE@ 60 PSI. 8. ALL SHOY'lERHEADS SHALL BE CERTIFIED AS HAVING A MAXIMUM FLOY'l RATE OF NO MORE THAN 2.0 GALLONS PER MINUTE. IN SHOV'ERS OR TUB/SHOY'lER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. '!. v'lATER HEATERS REQUIRE A MINIMUM OF TV'lO STRAPS TO RESIST HORIZONTAL DISPLACEMENT. STRAPS TO BE A MINIMUM OF ¾"x24" GUAGE v'llTH ¼"x3" LAG BOLTS ATTACHED DIRECTLY TO THE FRAMING, UPC SECTION 510.5. 10. FUEL COMBUSTION v'lATER HEATERS SHALL NOT BE INSTALLED IN BATHROOMS, BEDROOMS, OR IN CLOSETS OPENING INTO A BATH OR BEDROOM. 11. FIREPLACES v'llTH GAS LOG LIGHTERS ARE REQUIRED TO HAVE THE FWE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES v'llTH L.P. LOG LIGHTERS ARE TO HAVE NO "PIT" OF "SUMP" CONFIGURATIONS_ 12. IN GARAGE, LAUNDARY ROOMS, v'lATER HEATER ROOMS, AND STORAGE ROOMS, USE 5/B" TYPE "Y" GYPSUM BOARD ON ALL v'l.ALLS, BEAMS, COLUMNS, AND COLUMNS SUPPORTING v'lALLS ABOVE. ALSO APPLY 5/8" TYPE "X" GYPSUM BOARD TO CEILINGS TO PROVIDE FULL 1-HOUR FIRE-RESISTIVE PROTECTION. 13. DOORS BETV'EEN GARAGES AND OCCUPIABLE SPACES (ENCLOSED SPACES INCLUDING HABITABLE SPACES, BATHROOMS, CLOSETS, HALLS, STORAGE AND UTILITY AREAS, ECT.) SHALL BE GASKETED OR MADE SUBSTANTIALLY AIRTIGHT v'llTH v'lEA THER STRIPPING. 14. SLEEPING ROOM SILLS NOT TO BE OVER 44" ABOVE THE FINISHED FLOOR. 15. LEVEL LANDINGS SHALL COMPLY v'llTH THE FOLLOY'llNG ON EACH SIDE OF EACH DOOR (COUNTY BUILDING GODE '!2.2.R.311.3): -v'llDTH NOT LESS THAN DOOR v'llDTH. -MINIMUM 36-INCH DEPTH (LANDING NOT REQUIRED AT OF INTERIOR FLIGHT OF ST AIRS IF DOOR DOES NOT Sv'llNG OVER STAIRS. LANDING DEPTH NOT REQUIRED AT EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET AND ONLY ACCESSIBLE FROM DOOR.) -MAXIMUM 1-1/2 INCHES LOV'ER THAN TOP OF DOOR THRESHOLD (MAXIMUM 1-3/4 INCHES LOY'lER THAN TOP OF DOOR THRESHOLD IS ALLOY'lED IF DOOR DOES NOT Sv'llNG OVER LANDING). J'QUA R.E fOOT A GEJ': 523 SQUARE FEET IN BASEMENT 1,390 SQUARE FEET IN LOlf<ER FLOOR PLAN 1,929 SQUARE FEET IN UPPER FLOOR PLAN 16B SQUARE FEET IN ONE GARAGE PARKING 4,010 SQUARE FEET TOTAL 3B9 SQUARE FEET IN NON COVERED BALCONIES WALL L tG E ~ D: LEGE~D: ' ' .j ....... ,.,! ......... . NEY'l 2X STUD v'l.ALL. SEE NOTE 3 HATCHING INDICATES THERMAL MASS AREAS ALSO SEE T-24 CALCS 0 Q Iµ ..c, 0 u () '-) () I N Iµ () I N Ir Iµ () I Q -st" () N < ;z; IL ~ <( Iµ Q < <: < .,._ ~ I\ F J L E_ 0 /11.Q E_ R. ~ T p L " ~ -c() tn () I-() _J N Ill Ir iI'i 0 ~ - () ~ Ii'.'. Ill -st"~ 2~ rn 0 A1 -2 z < -, z < 'l 0 C- Z "-u-:· ? ~ n L, u ~_) , __ J --C'.'.: ('_ I_ __ 0 - Jc < L 0 /_'. < '._) ___ , / C); '' 0 0 ,- ' ----------- ------- ~ N in 1' ' ' 15' -111/2" DIJPL/\Y ' LJ 7 9' -61/2" ! 7 ' I I _j_ 5¾B" ~ 1" -- '--I- '--/ " / ELEV. / '--- / ~/\KE~Y OYEN 15' -71 20' -41/2" 14' -51/2" -7 40' -31/2" 20' -10" SITTl('j0 C> ' CJ\SH D~lfjKS 6' -B 1/2" Off ICE 40' -31/2" J' -B""' f 1 ROYIDE 5/B" TYPE "X" GYP, BOARD FROM Fl.OOR TO ROOF SHEATHING BETV,EEN GAAAGE AND BUil.DiNG G ;\ ~ I\ G [ ONE CAR ---------------------------------- 3' -6" ·.r ~1 ,,: -'1. ---1--------"'r,---,""l' ' i I ~I _, N ' ' ~r I --------~ i I Ni ' I "" I ' L _____ _ ... ' ~ j j PRPOPS ED LOWER FLOOR PLAN 1/4" = 1'-0" I I ' I 00 I FLOOP.. PLJ\J'l J'lOTES: 1. THESE PLANS AND ALL Jf'IORK SHALL GOMPL Y ~ITH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE COUNTY OF SAN DIEGO. 2. ALL ANGLES TO BE 45 DEGRESS U.N.O. 3. ALL PLUMBING~ TO CONSIST OF 2X6 STUDS AT 16" 0/C, U.N.O. ALL EXTERIOR RESIDENCE ~LLS TO CONSIST OF 2X6 STUDS AT 16" 0/C U.N.O. ALL GARAGE EXTERIOR ~LLS TO BE 2X4 STUDS. THE SHARED ~L BET~EN THE GARAGE AND RESIDENCE TO BE 2X6 STUDS. 4. ALL ~TER PIPING CONNECTIONS TO USE LEAD FREE SOLDER. 5. ~TER CLOSETS TO HAVE MINIMUM 30" CLEAR ~IDTH AND 24" CLEARANCE IN FRONT PER 2016 CPC, SECTION 402.5. 6. ML ~TER CLOSETS, URINAL AND ASSOCIATED FLUSHOMETER VALES, IF ANY, SHALL BE CERTIFIED USING NO MORE THAN 120 GALLONS FER FLUSH AND SHALL MEET THE PERFORMANCSE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, STANDARD A112.1"12. 1. ALL LAVATORY AND SINK FAUCETS SHALL BE FITTED ~ITH A FLO~ RESTRICTING AERATOR ~ITH A CERTIFIED MAX FLO~ RATE OF NO HORE THAN 1.50 GALLONS PER MINUTE@ 60 PSI. B. ALL SHO~RHEADS SHALL BE CERTIFIED AS HAVING A MAXIMUM FLO~ RA TE OF NO MORE THAN 2.0 GALLONS PER MINUTE. IN SHO~RS OR TUB/SHO~R GOMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. '1. ~TER HEATERS REQUIRE A MINIMUM OFT~ STRAPS TO RESIST HORIZONTAL DISPLACEMENT. STRAPS TO BE A MINIMUM OF ¾"x24" GUAGE ~ITH ¼"x3" LAG BOLTS ATTACHED DIRECTLY TO THE FRAMING, UPC SECTION 510.5. 10. FUEL GOMBUSTION ~TER HEATERS SHALL NOT BE INSTALLED IN BATHROOMS, BEDROOMS, OR IN CLOSETS OPENING INTO A BATH OR BEDROOM. 11. FIREPLACES ~ITH GAS LOG LIGHTERS ARE REQUIRED TO HAVE THE FLUE DAMPER PERMANENTLY FIXED IN THE OPEN POSITION AND FIREPLACES ~ITH L.P. LOG LIGHTERS ARE TO HAVE NO "PIT" OF "SUMP" CONFIGURATIONS. 12. IN GARAGE, LAUNDARY ROOMS, ~TER HEATER ROOMS, AND STORAGE ROOMS, USE 5/B" TYPE "Y" GYPSUM BOARD ON ALL MLS, BEAMS, COLUMNS, AND COLUMNS SUPPORTING ~S ABOVE. ALSO APPLY 5/B" TYPE "X" GYPSUM BOARD TO CEILINGS TO PROVIDE FULL 1-HOUR FIRE-RESISTIVE PROTECTION. 13. DOORS BET~EN GARAGES AND OCCUPIABLE SPACES (ENCLOSED SPACES INCLUDING HABITABLE SPACES, BATHROOMS, CLOSETS, HALLS, STORAGE AND UTILITY AREAS, ECT.) SHALL BE GASKETED OR MADE SUBSTANTIALLY AIRTIGHT ~ITH ~THER STRIPPING. 14. SLEEPING ROOM SILLS NOT TO BE OVER 44" ABOVE THE FINISHED FLOOR. 15. LEVEL LANDINGS SHALL GOMPL Y ~ITH THE FOLLO~ING ON EACH SIDE OF EACH DOOR. (COUNTY BUILDING CODE '12.2.R311.3): -~IDTH NOT LESS THAN DOOR ~IDTH. -MINIMUM 36-INCH DEPTH (LANDING NOT REQUIRED AT OF INTERIOR FLIGHT OF ST AIRS IF DOOR DOES NOT S~ING OVER STAIRS. LANDING DEPTH NOT REQUIRED AT EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET AND ONLY ACCESSIBLE FROM DOOR.) -MAXIMUM 1-1/2 INCHES LO~R THAN TOP OF DOOR THRESHOLD (MAXIMUM 1-3/4 INCHES LO~ THAN TOP OF DOOR THRESHOLD IS ALLO~ IF DOOR DOES NOT S~ING OVER LANDING). SQU/1 P..E FOOTJ\ GES, 523 SQUARE FEET IN BASEMENT 1,S'IO SQUARE FEET IN l.O1',EI< Fl.OOR Pl.AN 1,929 SQUARE FEET IN UPPER Fl.OOR Pl.AN 16B SQUARE FEET N ONE GARAGE PARKING 4,010 SQUARE FEET TOTAl. SB9 SQUAAE FEET IN NON COVERED BAl.CONIES WALL L EGEJ'l D: LEGEl'lD: N~ 2X STUD ML. SEE NOTE 3 HATCHING INDICATES THERMAL MASS AREAS ALSO SEE T-24 CALCS ---~--' --~----------------------- 0 0 I.µ ..0 0 u C) <-, C) I N I.µ C) I N u-I.µ C) I 0 st C) N < i (L t:>L. <( La-J 0 < :.::::: < ..... L Of WL E 0 ~ 0 R. p L " Ii ' <i) Iii C) f-C) _j N 1LI u-> < 1LI \) If) ' () ~ ~~ 2~ rn 0 Al -~ c, z ' u <( u 0 ,.r, r_.'; './: u u LJ I I L Ll u "' ,:) 1-- -< .. ! I i·-- ~ C· C'. <( c, '~) z > '.D f,I' '._) I '_') s C) <( •• .J _J / -0 ~ 0 ' N b ' ..-1 -' 5' -0 1/2" >- :::.:::::: 0 u __J < ce:, 5' -01/2" 4' -11/2" 16' -11" TUCGO GUARD RAIL b!\LCO~Y Dl/111/110 f ;\/v\lLY ~~: / 1l'-41/2" b!\TH. L__ TILE SHOv.ER !'<lilt SHATTERPROOF ENCLOSURE. USE HARDI EB ACKER CEHENTBOARD 14' -I" b[D~OO/v\ I-- LU u> () Q_ _J 11:;; 0 " / " / ELEY. 5' -81/2" / ' / ' 15' -5" HALL.i'IAY I I I ,: 9' -81/2" .+ o. _, i 0\,,! 10' -4" 1' ¾- 'st- ' . 'st- tr -------- 4' -51/2" 64' -10 1/2" 15' -3" b[D~OO/v\ ¾-CLOSET N StP 41 -et STORAGE /'\;\ST[~ ~[D~OO/v\N II' -101/2" 20' -5" 64' -101/2" I-- LU ~I _J 0 ----------------------- 23' -1" TUCGO GUARD RAIL ETAL GUARD RAIL-~ ~;\LCO~Y f ;\/v\lLY Dl/111/110 ,,-----t--TILE SHOl"<ER !'<lilt I I -~ 6' -61/2" SHI-.TTERPROOF ENCLOSURE. USE HARDIEBACKER CEMENTBOARD STORAGE ,,--TILE SHOl"<ER i"<ITH SHATTERPROOF ENCLOSURE. USE HARDIES ACKER CEHENTBOARD KITCH[~ REF 19' -61/2" PROPOSED UPPER FLOOR PLAN 1/4" = 1'-0" ------------------------ -' "' ' «;p\ '\ "W,r I ~1 i I I -------------------- fLOOF-PL/I.fl flOTE.S: 1. THESE PLANS AND ALL V'J.ORK SHALL COMPLY V'llTH THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN THE STATE Of CALIFORNIA TITLE 24 C,C,R AS AMENDED AND ADOPTED BY THE COUNTY Of SAN DIEGO. 2. ALL ANGLES TO BE 45 DEGRESS U.N.O. 3. ALL PLUMBING MLS TO CONSIST Of 2X6 STUDS AT 16" O/C,, U.N.O. ALL EXTERIOR RESIDENCE V'lALLS TO CONSIST Of 2X6 STUDS AT 16" O/C, U.N.O. ALL GARAGE EXTERIOR MLS TO BE 2X4 STUDS THE SHARED ML BETV'lEEN THE GARAGE AND RESIDENCE TO BE 2X6 STUDS. 4. ALL V'lATER PIPING CONNECTIONS TO USE LEAD FREE SOLDER 5. V'lATER CLOSETS TO HAYE MINIMUM 30" CLEAR V'llDTH AND 24" CLEARANCE IN FRONT PER 2016 C,PC,, SECTION 402.5. 6. ML V'lATER CLOSETS, URINAL AND ASSOC,IATED FLUSHOMETER VALES, If ANY, SHALL BE CERTIFIED USING NO MORE THAN 120 GALLONS PER FLUSH AND SHALL MEET THE PERFORMANC,SE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE, STANDARD A112.1'12. 1. ALL LAVATORY AND SINK FAUCETS SHALL BE FITTED V'llTH A FLOV'l RESTRICTING AERATOR V'llTH A CERTIFIED MAX FLOV'l RATE Of NO MORE THAN 1.50 GALLONS PER MINUTE @ 60 PSI. 8. ALL SHOV'lERHEADS SHALL BE CERTIFIED AS HAYING A MAXIMUM FLOV'l RATE OF NO MORE THAN 2.0 GALLONS PER MINUTE. IN SHOV'lERS OR TUB/SHOV'lER COMBINATIONS, CONTROL VALVES MUST BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES. 9. V'lATER HEATERS REQUIRE A MINIMUM OF TV'lO STRAPS TO RESIST HORIZONTAL DISPLACEMENT. STRAPS TO BE A MINIMUM Of ¾"x24" GUAGE V'llTH ¼"x3" LAG BOLTS ATTACHED DIRECTLY TO THE FRAMING, UPC SECTION 510.5. 10. FUEL COMBUSTION V'lATER HEATERS SHALL NOT BE INSTALLED IN BATHROOMS, BEDROOMS, OR IN CLOSETS OPENING INTO A BATH OR BEDROOM. 11. FIREPLACES V'llTH GAS LOG LIGHTERS ARE REQUIRED TO HAYE THE FLUE DAMPER PERMANENTLY flXED IN THE OPEN POSITION AND FIREPLACES V'llTH L.P. LOG LIGHTERS ARE TO HAYE NO "PIT" OF "SUMP" CONFIGURATIONS. 12. IN GARAGE, LAUNDARY ROOMS, V'lATER HEATER ROOMS, AND STORAGE ROOMS, USE 5/8" TYPE "Y" GYPSUM BOARD ON ALL MLS, BEAMS, COLUMNS, AND COLUMNS SUPPORTING V'lALLS ABOVE. ALSO AFPL Y 5/8" TYPE "X" GYPSUM BOARD TO CEILINGS TO PROVIDE FULL 1-HOUR FIRE-RESISTIVE PROTECTION. 13. DOORS BETV'lEEN GARAGES AND OC,C,UPIABLE SPACES (ENCLOSED SPACES INCLUDING HABITABLE SPACES, BATHROOMS, CLOSETS, HALLS, STORAGE AND UTILITY AREAS, ECT.) SHALL BE GASKETED OR MADE SUBSTANTIALLY AJRTIGHT V'llTH V'lEA THER STRIPPING. 14. SLEEPING ROOM SILLS NOT TO BE OYER 44" ABOVE THE FINISHED FLOOR 15. LEVEL LANDINGS SHALL COMPLY V'llTH THE fOLLOV'llNG ON EACH SIDE OF EACH DOOR. (COUNTY BUILDING CODE '12.2.R311.3): -V'llDTH NOT LESS THAN DOOR V'llDTH. -MINIMUM 36-INCH DEPTH (LANDING NOT REQUIRED AT Of INTERIOR FLIGHT Of STAIRS If DOOR DOES NOT SV'llNG OYER STAIRS. LANDING DEPTH NOT REQUIRED AT EXTERIOR BALCONIES LESS THAN 60 SQUARE FEET AND ONLY AC,C,ESSIBLE FROM DOOR.) -MAXIMUM 1-1/2 INCHES LOV'lER THAN TOP Of DOOR THRESHOLD (MAXIMUM 1-3/4 INCHES LOV'lER THAN TOP OF DOOR THRESHOLD IS ALLOV'lED If DOOR DOES NOT SV'llNG OYER LANDING). SQU/1. F-E. FOOT/\ GE.S: 523 SQUARE FEET IN BASEMENT 1,390 SQUARE FEET IN LOl"<ER FLOOR FLA~ 1,929 SQUARE FEET IN UPPER FLOOR PLAN 16B SQUARE FEET IN ONE GARAGE PARKING 4,010 SQUARE FEET TOTAL 3B9 SQUARE FEET IN NON COVERED BALCONIES W/1.LL LE.GE.fl D: L f. Gf. fl D: NEV'l 2X STUD V'lALL. SEE NOTE 3 HATCHING INDICATES THERMAJL MASS AREAS ALSO SEE T-24 CALGS 0 0 u..J .0 0 u () <--, () I N u..J () ' N " u..J () I 0 ,;- () N < z IL c,L. 4.' u..J 0 < <:: < .,.__ u p f p L [0 ~ 0 R. p L I\ ~ • d) ~ () 1--() _j N Ill ,,-a; 0 ,J) - () ~ ()11l Ii ,J) ,;-_j 2 Ii (() 0 Al -4 ---------------------~-------- z <( z :__0 '/) 7 8 C _; ,_n _J J! l/l LJ l: c__ >-'. L, LJ I I- -' C, ,-:_) C:'.:: :l "- CJ ,:J ' J) L .•. i v-,, u 0 z + > n <( cc ,-, __J 0 < __J 0 :-.,-, 0 ;_) =i -c."( __J / -' < <( C SPANISH S ROOF TILE ICC-ES ESR 1~00 OR EQUAL ON 40# FELT OVER 15/32" OSB V1ITH 8d AT 6" O/C E,N. AND 12" O/G F.N. ( Cl.ASS "A" MIN) OR 1/2 RATED SHEATHING 32/16 OR 24/0, NAIL 8d COMMON @6" 0/G E.N. AND BOUNDARY, 12" O/G F.N. "CURVED" STYLE TO BE VERIFIED V1ITH CONTRACTOR PRIOR TO OR BIDDING CONSTUCTIrn----------n:- 8 IN X 10 IN SPANISH Tl METAL STUGGO SCREED, MIN 4" A.F.G. SPANISH S ROOF TILE IGG-ES ESR 1~00 OR EQUAL ON 40# Fa T OVER 15/32" OSB V'ilTH Bd AT 6" O/C E.N. AND 12" O/G F.N. ( GLASS "A" MIN) OR 1/2 RATl'..0 SHEATIHING 32/16 OR 2410, NAIL Bd COMMON ,,,.-_,-,--@6" O/C E.N. AND BOUNDARY, 12" O/G F.N. "CURVED" STYLE TO BE _,-,- VERIFIED V1ITH GONTRAGTOR PRIOR TO OR BIDDING CONSTUCTION:---------:7"'"" 1/8" EXTI:RIOR STUGGO ON V'ilRE LATH OVER 40# BUILDING PAPER TRASH ENCLOSURE----~ 8 IN X 10 IN SPANISH ilL n' ' . ' MET AL STUGGO SCREED, MIN 4" A.F.G. i ~-,O, □ J __ ~,:, -,;_, .. _._'. ;,, bd 111 .{ ); ")(-·'!)(Ii:, 1-, I , ' l , .. !-j D 0 -[_-id-_ a "' l a "' TOP PLATE FINISHED FLOOR TOP PLA"'TE~_ FRONT ELEVATION 1/4" = 1'-0" NORTH TOP PLATE FINISHED FLOOR TOF P-=LA'-'-TE~--- FINISHED FLOOR 7'1NISh~~ LEFT ELEVATION 1/4" = 1'-0" EAST ---------- 0 0 ~ .0 0 u '-") ~ ~ 0 < ,::,,L, ~ 0 < <:: < Q... () () I <'I () ' f'l .,- () ' '1' () <'I z IL <( E L E V I\ T I 0 Ii J -OJ :n () I-() _J <'I llJ .,-> <( llJ\J Ill -() D () <( Ii Ill '1' ~ ~ IL rn ;'§ A'l-1 LL C f---z L ',,J / c_ -z ., -' LJ i..,"} LJ C z < cc, / u CJ <f. JI (_) SPANISH S ROOF TILE IC,C,-E5 ESR 1900 OR EQUAL ON 401t FELT OVER 15/32" ass >'IITH Bci AT b" Q/C, E.N-AND 12" O/C, F_N_ ( GLASS "A" HIN) OR 1/2 RATED SHEATHING 92/16 OR 2410, NAIL Bd WHHON 1 I @b" O/C, E.N. AND BOUNDARY, 12" O/C, F.N. "CURVED" SlYLE TO BE i VERIFIED >'ITH WNTRAGTOR PROR TO OR BIDDING C,QNSTIJC,TIO">--------!i!ILL.CLL.C~-· 2X R.S. FASCIA .-'<ITH IX TRIH BOAR'rl--------~- 1/B" EXTERIOR STIJGC,O ON >'<IRE LATH OVER 401t BUILDING PAPER f, '. HETAl. STIJC,C,O SCREED, MIN 4" AF.6.-----------------.1 SPANISH S ROOF TILE IC,C,-ES ESR 1900 OR EQUAL. ON 40# FELT OVER 15/52" OSB >'llTH Bd AT b" O/C, E.N. AND 12" 0/G F.N. ( GLASS "N HIN) OR 1/2 RATED SHEATHING 92/16 OR 2410, NAIL Bd WHHON @b" O/C, E.N. AND BOUNDARY, 12" 0/G F.N. "CURVED" SlYLE TO SE VERIFIED >'IITH CONTRACTOR PRIOR TO OR BIDDING WNSTUGTI ---T-.. --·--- _J 7/8" EXTERIOR STUCW ON .-'<IRE LATH OVER 40# BUILDING PAPER-------!------ HETAl. STUGGO SCREED, HIN 4" A.F.G,------, '. ~------j ------ r I ,' C, C, TOF PLATIE FINISHED FLOOR TOP PLATIE FINISHED FLOOR FINISHED GRADE REAR ELEVATION 1/4" = 1'-0" TOP PLATIE -------- , ___ _ FINISHED FLOOR TOP PLA=TE,,__ __ FINISHED FLOOR 1'1Ni5RED GRAVE SOUTH RIGI-IT ELEVATION 1/4" = 1'-0" >'<EST 0 0 u.J .a, 0 u <-, u.J u.J 0 < ,::,,l. u.J 0 < <: < 0.... 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P/\/'J/\DER-1/\ DE ESCObEDO AP.N. 204-0"!2-02-00 $504 R.OOSEVEL T ST, CARLSBAD, GA "!2008 > ,-..:, I U1 1D/J1/20I810: 53: 27 AM 1~0 l u, "I (_,J (_,J .. ~ N"I 1--..JN _)>9 !S:: ().) ""'Cl IT'1 ';10 V) ""'Cl IT'1 '"' --1 --< IT'1 --< rn ~ S \L !COMMERCIAL \LADWIC_ROBERT\ 181030_LADWIG_CAl,LSFlAD rvt 't 1:. l :fr }_is ~ ---1 n rn --o c., 70 rn --o ~rn-< NO !'ART Of-THESE l'LANS TO GE l"RODUCElJ WITHOUT THE EXPlffSS[S CONSENT OF CABRERA ANn ASSOCI/\ ITS INC. PJ\/'JJ\DER.IJ\ DE ESCO~EDO A.P.N. 204-0"12-02-00 5;304 ROOSEVEL. T ST, GARL.SBAD, GA "12008 ,;,; ,4: ~ >;!,, •wi !!!· ·!,,A. "' '-~,4 I • :_ iii'' ,-,_ .-("", ;,._.-~. ···_·_ 'l')i ___ -. ,· ·, ,,,:r ;. '.l i:~ " fl) 1 '!f