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HomeMy WebLinkAboutCDP 10-16A; MOORE BEACH HOUSE II; Site PlanBE AC H SURFSIDE LANE CARLSBAD I CA !GENERA~ COD~ THIS PROJECT SHALL COMPLY WITH Tl-IE 2010 CALIFORNIA BUILDING CODE, 2010 ca:, 201 JCMC, WlOCPC AND THE 2010 <Fe.TI-If PROJECT SHALL Al SO COMPLY WffH THE COUES ADOOPTCO BY TI-IE CIT'f CQIHRACTOJl.)i:ESPQNSIIHLITIE5; . 1.THE CONTRACTOR SHALL VERIFY ALL DIMF.NSIONS ANO ElEVAnONS SUBJECT ro EXISTING CONDITIONS BEFORE' STARllNG WORK. AND N01lfY THI: DESlGNER ◄'$-ANV DISCREPANCIES, 2.THE CONlRACfOR SHAU. RE.SOLVE ANY O)NFUCT WITH THESE DRAWINGS WITH TI~E DESIGNER PRIOR TO PROCl$DING WITH CONSTRUCTIOr't 3.WHERE NO DETAILS ARE SHOWN OR. NOTl:O FOR ANY Pi,RT OF TI1E WORK, r.-lE DETAILSSiHALl BE THE SAME AS FOR OTtlER! WORK. fRAMl_~~ 1, A.LL FRAMING MEMBERS MUST BE (lRADED AND 11"1ARKfD. 1. ALL NAILING Ml.,IST CDMPI..Y' Wint TAOLE 2304,9.l OF me 2010 coc 3. ALL FRAMING STANDARDS MUST COMPLY TO THE FOlLOWir«; STANDARDS. ~"TU ______5TUCl GRAD£ OR B!!T1'ER PlATF.S Df'li'2 OR llfTTER liEAO~R!i ~X6 QR UNrii,R ________ .Dfl. 111. Oil. 0~ TTER HF.:M)CP:s: .-tARCiH __ ~ _ _______P!-1-#1 OR BETTER SES,<l ___ .. _____ OR..#"10~ IIETifR PDlilS 4X6 QR IIINOER __ • ______ :>fU2 Ol'l 13.fTTfR POSTSLARGER ____ ~Dflir! OR BE'TTl'll rtoOF ltilfff:IIS, .. _____ _Dl'ln Ollll!:TT~R l'l;O()r-SHE,iTlilllG[::===vs."CDJ,: 24/~ l'l.'I', FLQ0-'1 SJ-IEATH1NG,_ _ __ ,_ '1<' cox T&~ nv 32,i~fi, MUQSLI. ----~IJFl.12 (JI( llfll"fll 4. All WOOD IN CONTACT WfTH CONCRE'lc MUST BE PRESSURE TRE.6.TEO, 6. ALL RAf:TEilANtl JOISf ENDS MUST 8f SOLID BLCX::KEO. 7, FOUNDATION CRIPPLE WALLS MUST SHALL Se BRACED WITH ½n CDX PLY, NAilED WITH 8dCOMMON NAILS 6N 0.C, E.N. AND 12"0.C. F.N. 50UO BlCICKlNG MAY BE USED ON CRIPPLE WALLS THAT DO NOT EXCEED 14". 8. POWDER DRI'liEN FASTENERS SHALL SE RAMSET lCBO#' 1639 OR APPROVED EQUAL 9. PR0VlDI: A M[NIMUM OF A 48n LAP SPLICE AT TOP PLATES. 10. PROVlDE.FIR:E STOPS@; 1, ALL C()!IJO;ALED SPJICES MUST BE: QRAFT STOPPED AT 10' O.C VERT. OR I--IOR!Z, 1. ALL INTERIOR CONNECTIONS BETWEEN (~NCc/1,1.,ED VERTICAL At-ID HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEIUNOS AND COVE 1::fIUNGS. 2.. IN oPS\!lNGS BETWEEN ATTI«: SP,~CES AND CHIMNEY SPAO:S FOR FtOORY BUILT CHIMNEYS. eWHBING; 1. WATER HEATERS MUST SE ,1'.D;SJ;,UELV :BRACED TO Rf.SIST SEISMIC FORCE:$. PROVIDE 2 STRAPS PER HEATI:ll ONE STRAP AT TOP l/3 OF HEAtE~ AND ONE AT THI!' BOTTOM 1/3PJJ Ofl~HE HEATER.). 2. IN 8ATH1\JB'S1 WHIRlPOOL BATHTUBS, SHOW~S ANO TIJB SHOWER COMOO'S, CONTRa. VALVES MVST Be PRESSURE BALANCED OR THERMOSTATIC l"[X[l~G VALVE$. 3, WATER CLOSETS AND ASSOCIATED FLUSliOMTElll \/ALVES SHAlL USE NO MORE TI-lAN 1.6 (;ALLONS PER. FLUSH AND Sfl.til.l MEET PERr-ORMANCf ~'TANOJ1RDS ES.TABl.l5HED SY THE AMERICAN NATIONAL STANDARDS lNSTITUi'E'S STANDl~RO. UlVATO~ues AND m(HEN FAUCETS MAY NOT EX.c.uo 2.z GPM, AND SHOWERS MUST NOT EXCEED 2.5 GPM Of R.OW 4. ANTI SCALDING SHOWER AIIID TUB VALVES ARE REQUIRED. S. WHERE TOP CIR SOLE Pl.A11:S ARE CUT f"<)R PIPES A METAL TIE A MifllIMllM ,OSB~ THICK AND 11/," WIDE SliALL Bl! FASTENED ACROSS THE OPENilllG WlTH 6·1611 NAILS EA. SJ:DE. !}'l_fCHIANIC'.AL; 1. ALL GA-S VENTS AND NON..COMBUSTlBLE PIPING IN WA.ILLS PASSING THRJJ Tl~REE R..OORS Ofl LESS SHAlL BE EFFECTIVELY DRAFT STOPP£D AT EACH R.OOR. 2. ALL O\)CT$ JN NON-INSULATED AREA SMALL BE U'ISULA.Tl:0 WL'TH R4.2 !NSUlATIONI. 3. ,/IJW ENVIRONMENTAL DUCT EXITING TH! BUILOING SHALL TERMINATE NO CLOSER THAN 3 FEET ro ANY OPEl\ll~ Ll"l A. UVING SPACE JELECl[Rl'ji'Ll 1. Gfd: l~OTEcTION.: a. ALL RECEPTACLES IN BATHROOMS. b. All GAAAGI RECEPTACLES. r:. ALL OUTDOOR RECEPTACLES WITHIN 6i FEET OF GRADF.. d, All t:OUNll;R. TOP RcCEPTAClE'S wm-111\1 6 FEtT OF A SINK. 2 .. N...l RECEPTACLE LOCATIONS MUST COMPLY Wl1ili 201d CEC. 3. BATI-IROOM RIECEPfACLE OUTLETS, SHALL 6e SUIPPLIED BY A MINIMUM OF OINE 20 .AMP BRANCH ORCUCT. SUCH CIRCUITS SHAll HAVE NO CITHER OUTI..ETS. TI·IIS CIRCUIT (l']A'lf SERVE MORE THAN ONE BATHROOM. 4.UEOROQM BMJIJC~ QRCUITS SHAU BE ri.llC FAULT CIRCUIT PR:OTECTED, ![IBU>B,QTECTlON; 1.PEl™ENANT1.Y WIRED SMOKE DETI:ctORS WITH BATTERY BACK-UP AAE REQUIRED; a. INSJIDE EACH BEDROOM, b. CEN1nw.t Y LOCATED lN CORRIDOR Oft AREA G!VING ACCESS TO SLEEPlr-lG ROOlMS. c. WHEN SLEEPING ROOMS ARE UPSTAIRS AT THE UPPl::R Ll:VEL IN UOSE P~tOXIMHY TO THE STAIRS. \Ii. IN ROOMS ADJAn:Nr TO HALLWAYS SERVING BEDROOMS WHE'i SUCH RCIOMS HAVE A CEILING HE:1GHT 2,4~ AOO\le THI! Cf;IUNG IN THE, IN TI1E HALLWAY. NOTE: DETECTORS SHALL SOUND AN ALARM AUO!lll.E 1N ALL SU-EPING AREAS IN TME; UNIT. !V.:TTERY OPERATED SMOKE D.ER1DR.S ARE. ACCeF'rABLE IN EXISTING CONmUCTION, ENERGY CO~WJQ.N1 1 .. l~SULATI()N a, WAJ.l.S !Hit ti. CElLINGS R·JO c. RAISED FLOORS R·:1,11 2. ALL NEW GI.A21NG IN DOORS S/1ALl 61: DU/t-,1. WIZED, l ~,LL ~1.AZING SHALL 9£ INSTAU~O W!TH A CERTlfY!NG ~AOEL 51-fOWING A.TTACH!:D ~iHOWINl'i llif U·VAi.UI: ,11.ND SGttC. •t R:ADIANT ROOF BARRLlIEll TD Bl: INSTAUED :L\'WlrlER PROQF![~ I ALL '\l!EATlll;!t EXi>O~EO SIJJl.FACES SHALL A WEATHER RESISJ.IVE BARRIER TO PR.OTB:T M INTERIOR WALL COVERINGS ANO TiiAT EXTf.RrOR OPENINGS SHM.L llE: R..ASHEO IN A MANNER AS TO MAKE llfEM W€11Tr+l:R PROOF. 2. Sl"UC.CO: a, 3 CO~T, 1/S''HUCK b, HAS 2-1.AYEillS OF GRADE P PAPER UNDER STUCCO WflCRE 0111:R f\.YWOOD SH!:ATHlNG. c. 26<?.A. GA\.v, WW SCRfl':DAT FOUNDATION ~TE LINE-I" ABOVE GRADE. The California Building Standards Commission (BSC) has adopted the Green Building Standards Code which became effective January 1, 2011 and must be enforced by tha local building official. The following mandatory requirements for residential construction must be included on your plans. CGC 101.3. · • 'jtle site shall be planned and developed to keep surface water away from buildings. P1an3 shall ba provided and approved by tha City Engineer that show site grading and provide for storm water retention and draina~e du~n~. co.nstru~on. BMP's tha! are currently enforced by the city engineer must be implemented pnor to 1n1tiat inspection by the bund1ng department CGC 4.106.3. • Amin.of 50% of construction waste is to be recycled. CGC 4.408.1. ·• Iha builder is to provide an operation manual (containing information for maintaining a.pplianW$, etc.) for the owner at the time of final inspection. CGC 4.410.1. r- 1 I I I I I IASHl!O AG<> I :ONC~.ETI!. I I R.Y.UrSACK I i~ s IX/STING.~ CO.Na 8LOCK 1//ALJ. __ ::: ___ /.$ SITI_OKAINACil _______________ . _____________ ➔ ; . ' ~:'$ : 'I --~~ .... PLAN " ~=---. " !:i:i -;,,J . ...-,_, N ~i fv::-_cµ~~ ~ ~ ----.... 1 I N~ 11 I ,,.,_ -0 !SaAL ~0'1£1 I I /'fONTERIY ~: 1,•-CJ· CYl"/eE$S • >"';-\ ~I ~©I :f}~ ~,sl i: ~' t ~:~i t 1 §' I I ""'\.\\. I I 2()'-()• ~ .JIT. CK \ \\ .__,_....., SCALE: I /8", 1 •-O" ~ l ~ • puring construction, ands of duct openings ant to be sealed, and mechanical equipment ls to be covered. CGC 4.504_ 1. • TABLE4.3 1)3.l FIXTURE FLOW RA TES • VOC's must comply with the limitations listed in Section -4.504.3 and, Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for. Adhesives, Paints and Coatings, Carpet and Co~position Wood Products. CGC 4.504.2. · • f,athroom fans shall be Energy Star rated, vented directly to the. outside and controlled by a humidistat CGC -4.508.1. -:::C. f. .f1:P .lt96.9> ... • _ Mhola hoUSB exhaust fans shall have insulated covers or louvers which close when the fan i$ off. The covers or lowers shall have minimum R4.2 insulation. CGC 5.507.1. • Heating and AC shall be sized and selected by ACCA Manual J or ASHAAE handbook or equivalent The duct sizing shall be sized in accordance with ona of the ACCA methods listed in CGC Section 4.507-2- • f'rlor to flnal approval of the building the licensed contractor, architect or engineer in responsible charge of the overall constructlon must completa and sign the Green Building Standards Certifloatfon form and given to the building department official to bEt filed with the approved plans. DEFFE..B..!;D SUBMITTAL: STA.IR SYSlEM FIXTURE TYPE Sbowerheads Lavatory faucetlr, residential itcl,.e-n faucets r.ravity tank-typewater closets. flusbometer tankwa1~ closets IF!ushometer valvewater closets Electromechanical hydraulic: fu.ai-er-closets MAXIMUM FWW RATE AT ~20 % REDUCTION 2~rms0psi 1.5 gpm @ 60 psi2 I.S: gpm@60psi 1-28 "'"'11ons/flush1 1.23 gallonslf1ush1 1.28 gallonslflush1 1.28 gallons/flush' 1. Includes single and dual flush water closets with an effective flush of J .28 gallons Dr less. Single flush toilets-The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is the average flush volume when rested in accordance.with AS!vfE A 112.19.233.2. Dual flush toiler.s-The effocu've flu:,h volume shall not exce~ 1.28 gallons (4.8 liters). The effective flush volume U. defined as the composi~ average flush volume of two red.need flushes and one full flush. Ausb volumes will be tested in accordance with ASME Al 12.}9_2 andASME Al 12.19.14. 2. Lavatory faucets shall not have Ii flow rare less than Q_g gprn &20 psi. • l,.ihen a shower is provided with multiple shower heads, the sum of flow tu aJI the heads shall r1oi e:x:ceed the 20% reduced limit, or the shower shall be designed so that only one head is on at a time. CGC 4.303.2. · "1,.,andscape Irrigation water use shall have weather based controllers. CGC SPECIAL INSPECTIONS: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ' FOOTINGS TO COMPLY WITH REPORT BY: GEOTECHNICAL EXPLOl<ATION INC. JOB # 05-9095 DATED 12/12/2005 ALL FOOTINGS SHALL BEAR ON UNDISTURBED GRANATIC MATERIAL AND/ OR WELL COMPACTED HLL SOIL$_ I I ,·-,;;r @ ~ \., I ~ ~ ~ ~ ~ ~ :. ! a P. !ti ~ "l; ~, .J¾)'-(J· /,8 -o" !ti ~ ' II) "- ~ ~ II) PROJECT DATA: SCOPE OF WORK: SINGLE FAMILY RESIDENCE. TWO STORY W/ ATTACHED GARAGE OWNER: R·ANDAL MOORE 1262 KETTNER Bl VD # 1703 SAN DIEGO. CA 92101 858. 208 92]8 A.P.N. 214-021-12-00 ZONE: SPECIFIC PLAN #201 / R-1 BLDG. TYPE: R-3/ U-1 VB SPRlhKLERED LEGAL DESCRIPTION: LOT 6 IN BLOCK 24 OF LA COSTA DOWNS UNIT #I IN THE C'TY OF CARLSBAD AREA CALCS: BUILDING: LIVING: LOWER .................. 910s1 UPPER--.. -............. 11 Z!sf TOTA.L LIVING ................... 2032sf GARAGE ...................... .44I sf 2ND FLOOR DECKS ... 335sf ROOF DECK ................. 398sf COVERED PORCHES .. .491 sf LOT: 4620sf LOT COVERAGE: BLDG -1846s1 / LOT -4620 = .399 -39 .9% COVERAGE EASEMENTS @ EASEMENT FOR PUBI.IG UTIUTY ANO INCIDENTAL PURPOSES AS OELINEA TEO OR OFEREO FOR OED/CATION ON MAP 201J @ EASEMENT FOR PUBUG UTIUTY ANO /NeJDENTAL PURPOSES PER DOCUMENT NO. 1194-0701509 RECORDED DECEMBER 7, 199,f, @ EASEMENT FOR PUBI.IG UTIUTY ANO INCIDENTAL PURPOSES PER DOCUMENT NO. 1194-07DJ806 RECORDED DECEMBER 8, 199,f, @ EASEMENT FOR ELECT1/CAL ANO COMMUN/CAT/ON PURPOSES PER DOCUMENT NO. 1195-00JJJll RECORDED JANVARY 24, ,1995. SHEET INDEX A-1 SITE PLAN A-2 FLOOR PLANS A-3 ELEVATIONS A~4 SECTIONS/ ROOF PLAN E-1 ELECTRICAL PLAN . -,il\·f)l\cC-+Flj~I.--fc_µ-~ T-24 ENERGY G-1 GRADING AND DRAINAGE FLAN S-1 STRUC:TURAL NOTES F-1 F<)UNDATION PLAN F-2 FRAMING PLANS SD-1 DETAILS SD-2 DETAILS SD-3 DETAILS SD-4 DETAILS SD-5 DETAILS SD-6 DETAILS SITE APPROVED / VICINITY MAP: REVISIONS (/) z (.9 "' ---00 ~ (/) -00 w " 00 "' 0 00 " ~ 0 N Ck:: "' <( u LLJ . "' <( z ::, ~ cu ~ 0 '- _J -~ cu :::, ~ -::, "' <( . 0 > ~ LL "' w ~ z < X "' ::, 0 LU >-::, ::; __J -, 0 <( N -N UJ (/) =) 0 <X) 0 I 0 <N °' . I <( u u 0 <( co <( V) _J c,:: UJ <( u O'.) LLJ z UJ <( _J 0:::: LLJ 0 - 0 V) LL c,:: :::, 0 V) <.(') <X) 5-...-✓ '° Dale 12. 28 . 11 Scale Drawn Job Sheet A-1 Of Sheets N -0 ' -§ - __ ,,_ ------------- WOOD EAVES -CABLE RAILING I I \ I I I - ---; I I ---+-- ----r \__ 1 I I --T C ==-_::-;~:-. GLASS GUARDRAIL I ---- "'---__ STUCCO \ --I I CJ_D-..'J.__ ,-------ILi \ I ---\lll _ --I ,_ I □ SOUTH ELEVATION SCALE:1/4"• l'-0" - -$#--- -~ -----\----- \_ ' ~-J= I I \ -----1 I --------~~ ' I I I i I I ~ I i I '---STUCCO~ GLASS WALL I I - I ' I I ' 11 ' ' -( \ \ I =~71r IU' T~-~ I I I I WOOD! i ' RELLIS J I NORTH ELEVATION SCALE:1/4"= l '-0" -·--·---------------------------------- ' ' ' ' -' "-( ABLER 0:, S' "' N ' '--'., I ' FRONT WOOD EAVES I I __j___ ---- I -------------\ \ I I 11 I ' \ \ ---- □ \ ~-STUCCO~ ILING ~~: ' - I 42" ' 24" 18" ' ' ' -' --- -~---- -~--------- I I I I _, " \ I I \ I \ j I UNDERSIDE OF EAVES ARE 1 X T&G TYPICAL ELEVATION EAST '=--l$f!,E-", c__ CABLE RAILING -- ---------- \ \ --- ---- \ GLA' RAILING ~~1111 [ I 111 If 1[71!' \- ,n c n '---I U LI LI LI LI LI u u LI U I I PROVIDE APPROVED SPARK ARRESTOR/ STRUCTURE WITHI CHIMNEY TO BE 2' TALLER THAN ANY~ N 10' ~ I ' II II -' "- b - ' ' 36" ' ' - ----- -0 SCALE:1/4"• l'-0" I ' -------------------t /I i II ln ~ ~ n u u U U I D ~STUCCO~ I I • METAL SURROUND -""'. --I '5 -' "- "' ' ~_Ir, ~ ' -' (L "' ' _/ ' 24" ' ' ' --11 ~ I' I' l'-ALL ANGLES ON NTERS AND VES ARE 16 GREES PLA EA DE I/ ' REAR ELEVATION WEST --~ ·----· --------------- SCALE:1/4"= l '-0" ____ _J REVISIONS (/) z (9 °' --"' -(/) -"' w ... "' "' 0 "' ... -0 N QC °' <( u w -"' <( z ::; J w ~ Q " _J -- w ::) ~ -::, V> <( -Q > J LL "' w ~ z <( X "' ::, Cl w >-::; ::; _J -, 0 <( N -N w (/) :::> 0 o:) 0 I 0 N 0--- ' :r: <( u u 0 <( C!'.l <( V) _J O< w <( u co LJ_J z w <( _J 0:::: LJ_J 0 - 0 V) LJ_ O< ::::, 0 V) LI) ~ o:) .... --0 Dote 12, 28 . 11 Scale Drawn Job Sheet A-3 Of Sheets -.... C I -°' ~ ..._J