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Home My WebLink AboutSDP 2024-0027; HALLER ADDITION; Administrative DeterminationPROJECT TEAM: PROPERTY OWNERS; Seth and Lauren Haller (760) 941-8017 seth(llfrncalrco.com PRINQPAL PROJECT DESIGNER; Paul M. Woodrum Design STRUCTURAL ENGINEER: 3749 Via del Rancho Ocean~de,ca.92056 Ocean~de,ca.92056 Malek Engineering, Inc. 1080 Park Blvd, Suite 714 San Diego, ca. 92101 (858) 453-7339 malekengs@cs.com {760) 509-5709 omwdeslanlB@amail.com SOIL5 ENGINEER; SPECIAL INSPECTION TBD ENERGY CALCULATIONS; Gallant Enefljy Consulting -Mark Gallant CEPE, CEA, HERS Rater 508 w. Mission Ave. STE 201 Escondido, ca. 92025(760) 743-5408 markCtltle-24.com GENERALCONTRACTOR:TBD Municipal Jurti<Oct:lon; City of carlsbad Building, Planning Division and Fire Divisions 1635 Faraday Ave. carlsbad,ca.92008 (442) 339 -2719 PROPERTY PATA: OCCUPANCY USE: SINGLE FAMILY DWELLING APN: 204-210-24·01 Parcel # 1 DISTRICT: BARRIO CENTER DISTRICT MAP NO. 5313 -MAGNOLIA VILLAGE MAP 10090 -CARLSBAD TCT NO, 80-18 (CONDM) LEGAL DESCRIPTION: SEE EXHIBIT A BELOW ORIGINAL YEAR BUILT: 1960 RESIDENTIAL ZONING: CITY OF CARLSBAD: LOT SIZE: PARCEL -1 SIZE: 6,720 SQ, FT TOTAL PARCELS 3,360 SQ, FT. CONSTRUCTION: DWELLING -TYPE -V CONSTRUCTION EXISTING MAIN DWELLING: EXISTING GARAGE; TOTAL EXISTING STRUCTURE: PROPOSED 2•0 LEVEL ADDmON: TOTAL PROPOSED DWELLING: PROPOSED 2•0 LEVEL EXTERIOR DECK: PROPOSED 1sr LEVEL REAR COVERED PATIO: rnote; area beneath 2"" level added spaceJ PROPOSED SCOPE OF WORK: • Proposed Second Level Addition 824 Sq. FT, 205 Sg. FT. 1029 Sq. FT. 772 5g. Ft. 1596 Sq. Ft. 188 Sq. Ft. 227 Sq. Ft. • Overall Proposed Building Height to be 27'-2" • Proposed Second Level Exterior Deck • Remodel Existing Ground Level Dwelling • Existing Sewer Repairs at First Level • Upgrading the Existing Electrical Panel to a 200-amp panel • Ground Level Rear Covered Patio [ under addition) • Permitted through the City of cartsbad, ca. , The existing Dwelling Is not equipped with fire sprinklers. DRAWING SHEET INDEX SP SITE PIAN/ BMP PIAN NOTFS A.1 EXISTING ELEVATIONS & EXISTING SECTION A.2 EXISTING FLOOR PLAN & EXISTING FRAMING PLAN A.2, 1 EXISTING FOUNDATION PIAN & EXISTING REFECTIVE CEILING PLAN A.3 PROPOSED ELEVATIONS A.4 PROPOSED FWOR PIANS A.5 PROPOSED REFECTIVE CEILING PLANS A.6 BUILDING SECTIONS A. 7 BUILDING SECTIONS -not completed A,8 N/A A.9 ROOF PIANS -not completed A.D.1 STAIR & RAILING DETAILS -not comr.leted A.D.2 CONSTRUCTION DETAILS -not comp eted A.D.3 CON&'TRUCTION DETAILS -not completed STRUCTJJ]tAL DRAWINGS AND DETAJJ.'• -not completed S.1 GENERAL NOTFS S.lA GENERAL NOTFS Sl.l DETAIIS Sl.2 TYPICAi, DETAILS Sl .3 TYPICAL DETAILS S2 PROPOSED FOUNDATION PIAN S3 PROPOSED FRAMING AND ROOF FRAME PLAN S4 DETAILS S5 DETAIIS HALLER ADDITION 840 CAMELLIA PLACE CARLSBAD,CA.92008 Property Photos -Locations X -indicates location X PH 1 in middle of the street X PH 2 in front of 842 Camellia Place X PH 3 at the driveway entrance X PH 4 in front of 840 Camellia Place X PH 5 at sidewalk SW comer X PH 6 at sidewalk SW comer X PH 7 at Side yard gate X PH 8 at NW comer of house X PH 9 towards NW comer of Rear Yard X PH 1 O at Rear of House X PH 11 at NE comer of Rear Yard X PH 1 2 at NE comer of Rear Yard X PH 1 3 at Rear of House X PH 14 near Rear of Garage LOT COVERAGE PATA 840 camellia Place Dwelling Garage Covered Patio B40 camellia Place Total 824 sq. ft. 205 Sq. Ft. 227 Sq, Ft. 1256 Sq. Ft, 842 cametna Place Total 1239 5g. Ft. Total Combined Footage 2495 Sq. Ft. Total Pn>pflrty Area 6720 Sq. Ft. P,m:entage of Lot Coverage 37 .12% \qv-\ ,o ' UTILITIES '-o. kt' 0 .,._ SDG&E -Electrical and Natural Gas Supply Carlsbud Municipal Water District -Domestic Water Supply City of Carlsbad Wastewater Division -Public Sewer Connection Occupancy Group: R 3 Construction Type: V-B THIS PI\RTlAL SET OF PLANS IS FOR THE FOLl.QWING SUBMITTALS: MSDP -MINOR SITE DEVELOPMENT PERMIT NCP • NONCONFORMING CONSTRUCTION PERMIT PROPOSED CONSTRUCTION AREAS OF THIS PROJECT INCLUDE THE SECOND STORY ADDmON, SECOND STORY OPEN DECK AND PROPOSED COVERED PATIO CREATED BY THE ENTENDED SECOND LEVEL AREA AT THE REAR OF THE DWELLING. PROPOSED AREAS SHOWN USING DIAGONAL HASH MARKS ON THIS SITE PLAN. ,.oe' '\ -• ·i . ,i, THE SITE DRAINAGE METHOD FOR B40 CAMELLIA PLACE IS GUTTERS AND DOWNSPOUTS CAPTURING AND DISCHARGING RAINWATER AWAY FROM THE STRUCTURE ONTO THE EXISTING MINIMUM SLOPED NATURAL GRADE AND USING THE NATURAL SURFACE RUNOFF METHOD FOR WATERSHED. SURFACE RUNOFF DIRECTION OF FLOW IS SHOWN ON THE SITE PLAN WITH ARROWS. \ \ \ \ \ ALL FENCING ATT HE FRONT SETBACK AREA ARE 36 INCHES IN HEIGHT. THERE WILL BE NO INCREASE IN THE HEIGHT OF THIS FENCING. 1 0 0 \ SDP2024-0027 / NCP2024-0006 \ S6 DETAILS'.:'.... ____________________ _, NCf' ~ E. J t'\Sl)P GR GRN LIGHTING -ELECTRICAL -MECHANICAL PLANS PMW DESIGN -GENERAL NOTES GREEN BUILDING CODE REQffillFMENTS -tbd N. CALIFORNIA CODE ENFORCEMENT AND COIIPllANCE: 1. 2022 Ca. Administrative Code 2. 2022 Ca. Building Code 3. 2022 ca, Energy Code 4, 2022 Ca. Exl,ting Building Code 5. 2022 Ca. Green Building Code 6. 2022 Ca. Mechanical Code 7. .022 Ca, Plumbing Code 6. 2022 Ca. Reference Standards Code 9. 2022 Ca. Roskfentlal Code 10, 2022 CAL FIRE Code 11. National Electric Code [NEC] 12. Local City/ County Compliance, >,-..-1'».,.0Tc.1. __ _ I i,l CL,V\)'t:'D For APNIP■rcel ID(s): 204-,210-24-01 _ -· EXHIBIT A Legal DescnptJon THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN l.!---iE CITY OF CARLSBAD. COUNTY OF SAN DIEGO. STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS PARCEL1 AN UNOIVlDEO ONE-HALF INTEREST IN ANO TO LOT 3 OF MAGNOLIA VIL.LAGE IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP THEREOF NO 5313 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DlEGO COUNTY -- EXCEPTING THEREFROM ANY AND ALL RIGHTS ro OCCUPY AND USE SAID LAND PARCEL 2 THE EXCLUSIVE RIGHT OF OCCUPANCY ANO USE IN ANO TO THAT CERTAIN PORTION OF LOT 3 OF MAGNOLIA VIUAGE, IN THE CITY OF CARLSBAD. COUNTY OF SA DIEGO, -STATE OF CALIFORNIA, ACCORDING 10 MAP THERE_OF NO /ill, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. DESCRIBtD AS FOLLOWS BEGINNING AT A POINT IN THE NORTHERLY LINE OF SAID LOT J DISTANT THEREON SOUTH 61'21'00' WESf 42 00 FEET FROM THE NORTHEASTERLY CORNER THEREOF. THENCE LEAVING SAID NORTHERLY LINE, SOUTH 28" 39' 00" EAST 60.00 FEET TO A POINT IN THE SOUTHERLY LINE OF SAID LOT 3 THENCE ALONG SAID SOUTHERLY LINE SOUTH 61 '21'00" WEST 42 00 FEET TO THE SOUTHWESTERLY CORNER OF SAID LOT 3 THENCE ALONG THE WESTERLY LINE THEREOF. NORTH 28" 39'00'' '00" WEST BO 00 FEET TO THE NORTHWESTERLY CORNER OF SAID LOT 3 THENCE ALONG THE NORTHERLY LINE fHEREOF NORTH 61 ~21·00· EAST 42 00 FEET TO THE POINT OF BEGINNING THERE IS NO GRADING DESIGNATED FOR THIS PROJECT. THERE WILL BE A SMALL EXCAVATION AT THE FOUNDATION OF THE 3 COLUMNS PROPOSED TO SUPPORT THE SECOND LEVEL EXTENDING OUT ATT HR REAR. PROPOSED COLUMN FOUNDATION 3' X 3' X 4' EXCAVATION PIT = 36 CUBIC FEET. (3) PITS 36 X 3 = 108 CUBIC FEET PROPOSED STRUCTURAL UNDERPINNING AT EXISTING FOUNDATION 1 X 2 X 36 FEET -72 CUBIC FEET 108 + 72 =180 CUBIC FEET/ 27 = 6.7 CUBIC YARDS OF EARTH REMOVAL PAUL M. WOODRUM DESIGN pmwdesign 18@gmail.com I 760.509.5702 INNOVATIVE CUSTOM RESIDENTIAL DESIGN Pa4-OJ. wr£L I. --------· ---·---- i BMPLEGEND l f • PDS "559 BROW DITCH l --------- DIRECTIOtil OF LOT DRAINAGE : MA IE_B~§_ & W~l:l!E _MANAGE"'1EN')" __ ~-~f"s l_'NM:_f .I MATERlAL DELIY'ERY I STORAGE jr--·-··. 1 I WM-4 : SPILL PREVENTION AHO COHTROL ; ' . . ' : ' WM~-: CONCRETE WASTE IIANAOEIIENT ' ( -·· -· I ' : iw~s I SOLID WASTE MANAGEMENT ' I. . _, I I ,-----: , W!',1-9 • SANITARY WASTE IIANAGEMENT i i I WM-6 : 11AZARD0US WASTI: MANAGEMENT '' • ' : :ret.1_1"Q~Y R_l)_~_Qi=_F C~T~OL_Bt,lPs: I '. ;··s~~ _i PRESERVATIONOf EXJSTINoYEGETATION ...-.I,I_ ... 1,v"\-1! •• ...- i : SS-3_ I BOIIDED OR STABILIZED FIBER MATRIX (WIWTERI ._M....,.1:11-i . --. i LS§:-4 . HYDROSEEDlNG (SUWIER) ..,. ; ·,!-' ....... " .> ...,, i ; SS-_6_ : I ~ -ss:S -; STRAW OR W000 MULCH ....... s;.,,.,.. s,fw..,, ' :-ss-7 I PHYSICAL STABILIZATION ('MNTER) ,.,,_,-<•A ...... ( C,H .... -• ' [ l ~~-io_; ENERGY DfSBIPATOR f'·t,s)i;1 I ,.. •••• ,-·-- : , SC-1 SILT FENCE ■ ■ I --• -- [ ,'( -..,. - ! i SC~2 : I , PDS 659 -' Sl:DIIIIENT / DESIL TING BASIN i • ., I ___ ._ ·•·-•--• • -• • , ; SC-5 : FIBER ROLLS -FR-t:"R- I ! sc:.S · / ' SC-8-; G!IAYEL DR SAND BAGS o::• IO ' [ SC:7-: STREET SWEEPING AND VACI/Ua!G I SC-10 ! STORM DRAIIIILET PROTECTION lillH DfWATERWG FI.TRATION --J ,;i:-:,:,,:/J- STABILIZED COliSTRUCT!ON ENTRANCE LJ CONSTRUCTION ROAD STABILIZATION f<.::,<'.:j ENTRAMCE I EXIT TIRE WASH p;;;::;:71 L...u:.J..J i I ' I '. I : BASELINE BMP~_f'Q~_EX_IS_J1NG AND PROPOSED Sl')"E f'~Tl!R!;S 1 ' l ,-s0:.S 1 ......,... RU""'"" TO PERVJO"• A""'° : I _____ J wwn~, 19Ul'"T" ""' ~ ' ! i SD-C : INST ALL GREEN ROOF I ..... I I SD-E I INSTALL RAIi BARRELS I I [ so:G-, CONSERVE NATURAL FEATUR£s i . --·-· I i 1·. ---I i SD-H. ' PR0VIOE BUFF£RS ARO\JII) WATER B00EI : l s0::i ] CONSTRUCT SURFACES FR011 PERME'BLE MATERIALS I I -----' I s~ I SUSTAl/,I.UI e •.AHOSCAPING ! ! BASELINE BMPa FOR POLLUTANT-GENERATING SOURCES ' ····------------·--~~= ·-------~ .. ·---·- : .----, ' I SC-A ' OVERHEAD COVERIIG I , ---___ , I : SC-8 I S!PARATION Of FLOWS FROM ADJACENT All£AS I -• ·---•-' []C-C : WIND PROTECTION 1· SC-D-• SANITARY SEWER I' ------' ' rs~~-1 COlfTAINIIENT SYSTEM , POTBmAL RUNOFF POLLUTAHTS: I ----------. ---------. ------ I _.-. j TRASH I REFUSE STORAGE : ;_Ji] MAl'ERIALS I EQUIPMENT STORAGE : CJ LOADING I IN.OADING 'o! FUELING '. E I MAINTENANCE & REPAIR I_ __ _ ~F-: VEHICLE & EQUIPMENT CLEANING i cf OTHER • .. I CITY OF CARLSBAD Administrative Permit SQ.ti.0V:1~ooi1 /NCP~2:j~ t· -- (__;, I I ~, FEB 2 8 2025 Pl.r',:.,, , __ • NiS .r--------, 1-- ( "' IU c,l. ~ l r REVISIONS BY 1~. ?JI. ~o~3 Pw -:,.,~e.w~ PW l LIB. '.loi'-1 fl,J '2/!v 2015 J).t-J ~ ~ i Ill z C) 0 iii Ill I Q .J ~ 0 • z ~ i D.. ..J ti :J Ill ~ a ~ 0.. U) w }- 0 z z :5 a.. 0... :E m DrlWIIPo,J_ Job I E - -=--. .. . ®® L, / / #' ' ® L===::!!:::: . 0 . . . . ' .. : ' -. . ___ f'&_ 1-...ll.------__J~="--·. _ _.:,_.!!==::!!.:::=:::::!!.----_;_---__;;.__·· _ _;_J f-$- EXISTING ELEVATION NOTES: • 1. ASPHALT SHINGLE ROOF 2. STUCCO 3. BOARD & BATTEN SIDING 4. 2 X 8 FASCIA BOARD 5. OPEN SOFFIT 6. ROOF RIDGE 7. EXTERIOR LIGHT 8. ELECTRICAL METER ® ®® -~ ..- l rt-- 9. OVERHEAD ELECTRl•CAL SERVICE 10. WATER SUPPLY I • ' -. ("& --c:, -11. GASSUPPLY 12. WATI::RHEATER 13. A I I I IC VENTILATION 14. SLAB ON GRADE FOUNDATION (D ®t::~ =_, ==, ==. =. =_==. ='. ==. =. ::;;::::;::;:::;:::;;::========_ =. ==.===_;:::/:I:;;;. ;::J®® --~ -rt---.... I l --0 ~ -- ,• FS • · • • f$ ---· ---L---------------------------,1.----J ___ -·· .... a,. :ac:a ® ---c< -r-- ®, -®@ ' rt-(< I --0 - ·, • f J I '. I I i ' I ·I Ii I ' i I , ' I I ! I . , . • • ; \ • I I ' . . I . . ,l ' ' I • '' , I , • '• ! ' . , . I ' •, • , I ' ) ' ' • ' i::s--),.,,, ----~ • . .. L . . . . . . . . LJ I~ 3 Jp1ici-\ II II . . a @ ® G) 11 " I II I SECTION NOTES: 11 II " • ~I , 1/ A. 2 X 4 WOOD STUD WAU.. CONSTRUCTION B. 2 X 6 ROOF RAFTERS C.2X8FASCIABOARD D.CONCRETE SLAB FOUNDATION E. FIRE RATI::D WALL AT GARAGE F. ROOF PURUN SUPPORTS G, PLYWOOD SUB SHEATHING AT ROOF H.ASPHALT SHINGLE ROOF I. HEADERS AT WINDOWS/ DOORS • ft ® ® -·· .. --. ® REVISIONS BY ,_ ® G.l>RA.W: Scale Drawn p,j!( [. ) Job ShHIA .. 1 Of Sheela I ~ -.::r r+- ' -("( - t;;- = "7"~ 'F In H (l... :ii ,l l:' ~ " -cP I -I ($) -0 I -0 N ( J't< Tt:12.\o~ ~i :£ ii. la ~ -- -:::: 3 --1 -('6 0' I I M lt,11 CL!Aftll,_,. ir I I l.f 31/,/ ---- y-.JA,..l.. --.1 T rt--(") I ::r (6 --.,-- ---- -..J) <"' w~~ \\~ Bll3e, r+ Lj\ 3/~1 • I I " . I I 1'.. ll I -I I q 1 1 I J~ ,.._, l\ 1-11 11211 71 I J -;sI -1'1 I I J ~;11 1-4'' 6911 si" '30" 1-91/y'' I I J I t t WP,~ R \.\i:ATER. 00 . ~ql_qtl ~ • B'E: DROOi"\· 'a ~E:DROOM·1 1-AiJio GARA~f: 9.1;,b<b • BA"\1\ -1. □ A'\i\C i::x44u-rr FAl-l ~~ u 1" --, ,1 Ame I ~ IL-_J 'NA l.l. ~ -eA ,re R. 70G\A\... i.,\\/11-lG. p.,~eA 1-\A\-\-WA'-< rAl-\iR."I' ao. 0.6- L[) -KITCH!:t-l .J.. ) 3068 .-!, A\-C.<Nf= 1:1-.lTRi s" -=t-1 1li1 44 'Iii ~~\ ,.d.io'/l'l 4,-l/4 1' ~ • , • • lb1 -S1i•i" s1 -a 1.li 11 I as 1-';;).11 I 0o if, B Ref. flR.1'/ e-+-1 A'-< G/'17 ~'( I I 111/ 11 ~ 11 1/21 -;i~'/il I ~' 11 -o I. • . I I 9 1-11 1' I I 91 -11 11 . --("( 1 -er - < ........ - '-Cl I -- . Qi. 0 & ~ H r-t Q( ~ i ..i: ~ -~ 'r I -:r - ~~ilt 11\~~D O'lt:~4lG< AT 1\\£: ~1Df.t\:. <;.t; 0 l/l a: \L 6> X ("( REVISIONS BY • )( 't 11 ,J'fJ/ . • . I 1 • ~ I I // ~ -± 0 1 ,;;; :r ~ ~x" RA.~il:'f2..S @--11.\~ olc" 0 @) I ~ g2 0--~ t ' ~,._y jo\STS €-~-olc. I "= ? xt ~re::.~' ii: ~ c;-'? ..D !::i A-., )( .., ' (lS -I -'--• ·v I " = /\ \ J " I n I I V '--' .... --------...,_ ---' -. f---:: - V ·"\ 1 --~'I<"\ '5"1' U !::> W A 1-1,'i; I 11 <!, \!,'1 olc... • i'i'P1c.+L Ill , I ..__ I ' COIJC~ETE <:;LAB ,:p i::" out-i vAil ot-J )C I ~ . ,, I " ;;l)(.6 ~os,s e ;1,1-1• 01c 0 I , I I I , ' I I . ,I ,J ~ . I,, I ,, I I ~)( 'o F'ASe,1.b, --~ ii E:~1$i'ING FRAt--1\N G PLAN • Roof= l/y 1' =-11-011 Scale Drawn /i,J,JI.W Job Shnt A.a ..... I ___ c._l-___ ! h:: _-_ n II $-tX-IAl- 1.\\111-1 (:,. A,'R.f. A + ?l-d' t -c ~~l7fllJG R'er'l-f:CTI\Jr; Cfl\.-11-JG f'l..~N lly'' =-1'-0" ' ' ;.:J" B -.. , ..,_.__._,,v,...'l,l''Pr.Uf,Tc<lo•M ... _._ ,,~._.;._,.,..._...,.,_........., .. f' ..... -,.,,,,,1."'t'l' .......... ,~---;,-:o!'\~,. • • • • • • • • • • • ' t1 • • . ' . • • • : . I I • • QQ • • • .J.. • • ~'K\7flNC, rOUN l7AilON P\.-~N 114'1:. l'-o'' • • • • • • • • • • • • • • • • • • • • • • • • • • • • ., ' < .r . • I!' .. .. • • I' \ . • r-~ ' :{. \ V· • ' ' ., • • • • • j • I!: • • • • j '' • q • -~, ,: . ;~ • ' ,, •. ;1 71 ~f" or !Sc i1:' RI O!Z. wAl-1-fl)(;\.1P~T10,J tH:fDS cl..A~\1:0. REVISIONS BY z :5 a.. (!) Zz d:5 (JJ a.. uz wo >- f::~ Uo ~z IJ.. :J (JJ O: 0:: IJ.. ~ {!) {!) II z z '-I' -_......., I-I-,-en en · · --~ >< >< u w w(l) Soil• Job Of Shff!I / / El [] ~ ,.£ --U-l r\ '::JZ I • El CJ r+ .J. _.I-("l d lLJ ~ • / rn 0 • fG,, 1--\ ~\...Le"R. t i \Jl "I -1 =EJ ---Q -= / / f ..-l-,< d. !LI -0 ---/ c:-< -- " --Ll- "'"" ' -·',_--'\_------- • • -~ II • / , ,{' / / l C0\/1:~EP -~ PA.,-1 o rS • • ~ 0 ' -·-. --- fC:c .... au mr Pl-I /1 / I' / / I ~ Cl=i / -/- • • ' -• / [2J El / / / , , -• Q ,/ --I • zDUil-\ EL-E\/A,10\J 170RMeR • , , • • • • • • • -/ -/ / f / --,fl / -,f / . - 1. . • I )' I • • - ------- - __. • □□□□ □□□□ • □□□□ □□□□ • PS ELEVATION NOTES: 1. STANDING SEAM ME.TAL ROOF 2. STucco WALL SURFACE 3. STONEYENEERSURFACE 4. Ex'TERIOR WINDOWS 8c DoORS CL.ADDED 5. ALL NEW GL.Al:ING -TEMPERED GLASS 6. lJGHT WELL DoRMERS AT ROOF 7. COVERED PATIO 8. WEEP SCREED AT BASE OF srucco 9. ExTERIOR LIGHT 10. FIRE STOP COUAR t 1 . ACCORDION OOORS 1 2. HINGED DoUBLE DoORS 13. GARAGE OOOR 14. FIRE STOP COLLAR I 5. OVERHEAD POWER SUPPLY I 6. SIDE HINGED OUTSWING OOORS 17. GARAGE ROOF -CLASS A SHINGLE 18, 2 X ExTERIOR FASCIA i ! ' ' ! I ' REVISIONS BY -i.{ 10 {2a5" Irv z 0 CX) -8 I--N a w 0) a 0 • < 1< 0.. u 0:: < ~ :l C IJJ .J < w m ..J ~~ ..I < u II:: O< :c ~u Cl) z 0 -~ Gj ...J w t 0<? llJ :... Cl) n 0~ 0... :::: 0 .. a:: l!J 0. ~ Sa:lle Dnrm/J, .r Job IIIINt A.3 -Cl I . -:r --::, -T ---I --I ('"G -("l c(i c<' ' ,, f rL. ~ lU .... ,, . ao:a a :e •=•• t [e3-----_--§--.----&] I • I . I . • • • I I . I . . I . .. PAi\D • • • . I I . I I ~ A cc of?J) 11\t-l. l . . 1700RS . r- FP - .., oU ~ I I I I I ll-OS\ar -4 I I I I ~ul-l 01:R I Vf'l l I <;i"Ml<S J &IR:TIR OPl!l'I I --I UP' tTAl~'-1 I I ...>.J. I I • 'ENT~'i' ,-- -...J----. ·~.G~ 00 00 p [ I I I 1o G/'S L.:::::=:l===::;;;;a::::::::J ~UfP~~ ,. . DRNEWA'1' PR.OPOSE17 1St Lt'/~L. f~ PLAN I /u,'' = I\_ 01' L l I I ,- ~ ,., Q... :r --- I -BAT!-\-~ -:r Wln 'v ~ ' PN ~ ----f'~ ---o~N --- -:r . " . r-7 IA!flC, I ,~~ L-. _j HALI.. :-1 • . ~ 1---C) ----IC) ,. FP C>6 I -. r---7 I D CJ R.Ml=f<.. I I I L---~ r---7 I PO~ I I I L ___ _j ' REVISIONS BY ---------:r- t ; I t : =---=-----==lb Scale Drawn //J/t, ~ Job \/ [B------ ~ I , I I I I I --Cl-......,_ ___ ___, ., cU \'1111 -41 Ii I ~ \ 1111"1 I I ., -up' • §]~ -.---~ PAitO • • - FP r • I I I I . I I I -...I 70Cl~\- \_.\'llt-,l.~ A~ t ~1-011 GI\RA. ~e 1----1 _. 00 oc fli"CI@. 1. -- +ia1-d1 '""1-· I I , -I I p I L==t;~==;c::=J' 'IAVl-~D FRDPOSED 1ST LE\JEL Cf\l .. \Ntt.S- '14\' ::. \1-i,\l • ~ 1----C) -----lC) BfPRooM -3 t 'e, \_C\ ll ., -- ('..I., Lr-_~ ..............:)il,,l,,..i....ii........., ◄-PN --- ------ --- r I J r---7 -)~ I P~Mt:~ J. I I l----1 FP M. P-,EP'ROOt<\ \/AVL~D • PRo?oSfD' ;;)Ni; L.€'\Jl:L. GEI\..-\N~S- 11 y 1, ~ \ I -O" t ·• ( ------~,f I . 1' I I i I I I I ~otl • I I t I I i-------· __ _JI _ ---!.l= REVISIONS BY . ··-· --·-·-··-. ' :or a: i w . z . I ~ C i i Q i§ ~ ~ 1if ti ~ ' • i s d,. ' :or 0. C !Jo ' ..J t;:si~ ~ w > I i !8! a.. ! 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'C! t---1- □ t----1- 11---1- t----1- CJ, - ' ' I I t- I ~, -IH-1 I '~ -1H-1 » I I 'l bf I --w--··z-- 1 T1\ 3> I . "<'.". C U-+--l -,:.~ 51' I I ts, • I I . l''z .. I ~ , ... • 1 />)· ,,1/ I I ~/ [ I 1 1 I . •I I "1\ \f\ • l"-1 2 -Tl O 10 0\ -a . i I I Q H--I I I Flt I "2 till 1--i---- :I . lJI ~ -:;::., 1--1-I~ 1--i__Jo __ ....L.L- 1-1--- ~ -l:.:~-~:: :~-~t 11111,111 , 111 111,111 t1Ja; i i,1:~ :I 1--1 ---1-+-I ~ • U ,I L.-'- ;i ---------. ·--- HALLER AOomoN 840 CAMELLIA PLACE CARLSBAD, CA. 92008 PAUL M. WOODRUM PROJECT PRINCIPAL DESIGNER 3749 VIA DEL RANCHO OCEANSIDE, CA. 92056 (760) 509.5702 pmw( I :tBOam•Jl,gpm '-1' ""' -0 {? 9.) ....t: I 0 0 ~ -z:. n --0 g ).) ~ () 0 0 fl' N ':a, ~~ ~i ~ RIMSIONS 8Y . I L..~ ,.. 2. It; I 4>"'1 , ... ElECrnCAI. LEGEND ··-·- CBLING FAN I LIGfT ~ LED CEILING SURFACE UGIT ◊ I 0 LED RECE5SED CAN Ui.fl I •• ~ • -• •---• •-• • LED WAU. SURFACE LIGHT rO LED CLOSET SURFACE LIGHT ( ,, LED PENDANT UGfT :0: LED TUBE UGHT I I STAJR IBfAD STEP LIGHT u I 10V-WAU. OUTLET -e- 220V-WALL OOTlET :O:~,o C) GFa ORCUIT OUTL.£T 4-6,fi:.1 DATA/ PHONE OUTLET • 0 0 b OM SMOKE DETECTOR □s CM80N MOIIOlaDE SENSOR t:lc WAU. UGfT SWITCH * . FAN/ LIGHT ~ J 0 0 UNDER CABINET LIGHT . . (,1,.5 • FP • . . . ELECnllC VEHICLE Df,ic C'1AIIGING STATION c. o N~ D MIN 1 '!>f'l.rt"' ISSSSSI 1-1 fAT fu\"\-1 '° ~ 0 r---7 . I I o I I L ___ .J GMA~ I i ------· of ~ C',, 0 . I I 0 □~De:. I: ~c. 0 O U Vl"G-AA'i:)l: ,o l:too &1'11' • 1.. e Cl" (lv<Al, fP r-, I I I l L-_j 0 6ft.CN"I • t i I ' p.-.~l:\... ',1C,\ 0 0 0 n=;...::------==Jj_ w~ii:1'1- 'ifc~-00 1-\00'D ~Pf/'..~ ® ~i 0 I / I • ' 0~ 0 ~ I l ~"'~\..1 ..,.__ I 0 I 0 I 0 0(, ---/!i.. 0 OPl:N ---' 1-\0SE ---• .e1e.B ---~A1~e.1. , --- 0 0 I Gtltl p I I &AS I Sl/f'Pl.. ~ Drawn 7 tlJ ,lob or IIINl8 .... GENERAL NOTES FOR PROPOSED CONSTRUCTION A. General Requirements. 1. All contractors shall examine drawings and specifications and submit In writing as follows: a) conditions that may affect his or her performance, b) propose bids listing total contracted costs r,egardlng their scope of work lncludlng all fees, labor, and material to make the contract complete, c} any conflicts between the various elements of the working drawings and or specifications or a manufacturer's testing and certification of products Included within the consideration of the contract, d) methods of perfom,ance that best suites the work at hand, e) agreement to a 72-hour notice from th•• owner and or general contractor if work is not being performed within the timely manner of the documooted agreement. 2. DIMENSlONS SHALL NOT BE SCALED FROM DRAWINGS. Approved plans are labeled with calculated scaled repre-sentatlon as well as fie~ measurements regarding existing conditions. 3. All adjusted wor1< related to flre safety and structural elements shall be approved by the Project Principal Designer, Engine-er, or a quallfled Professional a11 an expert In the field of Architecture, Structural Engineering or California Licensed General Contractor that Is listed on the working drawings or approved in writing by the Project Principal Designer. -4. The owner and designer prior to work being performt'd shall approve all design decisions. 5. All design and construction shall be In accordance with [Title 24] Construction Standards, [Title 21] Zoning Regulations In accordance with City County or State regulations -MINIMUM CONSTRUCTION SPECIFICATIONS -refer to local building and planning division. 6. Regarding Surface Wate<: maintain a minimum of 1% slope away from building for at least 5'-0". 7. All ASTM [American Standard of Testing Materials] designations shall be u amended to date. B, Concrete Worl<. 1. Cementshall conform to ASTM C 150 Type 1 or Type 2. 2. Co,rse aggregate to be hard, durable crushed stone or gravel graded per ASTM C33. Maximum size of aggregate not to exceed 1.5" diameter [one and one-hall Inches In diameter]. 3. Finished concrete to match existing finish81 If applicable unless specified otherwise. -4. Materials shall be so proportional to produce concrete with a minimum with a minimum compressive strength of 2000 PSI [pounds per square Inch] at 28 days. All structural concrete of 3000 PSI or greater shall be slump cylinder tested by an lndepe<1dent certified engineer. 5. All pipes and ducting penWating through concrele to be sleeved per UBC section 2606(C). 6. Space 112· dia. minimum size anchor botts@6'·0n O/C embedded In concrete a minimum of 10" at all structural walls unless otherwise specified. 7. Exterior slaba to be struck levet and sloped away from building at 1/~" per foot and contain expansion joints no greater than 10' -O" apart unless specified othD!Wlse. 8. Exterior slabs used as patioa or mechanical areas that are struck level and not sloped are to have drains Installed at the lowest point of the slab. See details for more specific instructions tt required. 9. Surface water will be required to drain away from foundation and drains shall be Installed as specified In dotall. 10. All hold down anchor systems to be Simpson Strong Tie Brand or a certified and tasted equtvalent system unless specified by the Project Designer or Project Engineer. C. Structural and Reinforcing Steel, 1. Reinforcing steel to be deformed bars conforming to ASTM designations A615 60 except #3, #-4 and #5 may be grade 40. 2. All reinforcing steel embedded In concrote shall ha'l'e the following minimum concrete coverage: a. Concrete against earth -3" Concrete formed surfaces in contact with earth -3" b. Concrete expoaed to weather elements •3" c. Slabs, walls, pads, and countertops not exposed to the exterior elements -314." d. Columns, Piens, and Pedestals -3" 3. Continuous reinforcing steel must be spliced #Ith a minimum overtap of 24" In concrete and 30" in masonry but not less than 24" In any condition uni ... otherwise specified. ,4, Reinforcing steel in footers and slabs shall be placed on support chairs a minimum of 3" from earth. GENERAL NOTES FOR PROPOSED CONSTRUCTION D, Carpentry, Framing, Lumber: 1. All framing lumber to be Coastal Region Douglas Fir, Hem Fir, Spruce, Southern Yellow Pine, or White Pine of# 2 grade or better except as otherwise noted or local r.ertified supply Is of a varied species. Refer to structural specifications on stamped approved drawings. 2, Nailing Schedule: Detail Joist to SIii Bridging to Joi•~ Sub Floor to Joist or Sleeper Sole Plate to Joist or blocking, Stud to Top Plate Sole Plate to Stud, Top Plate Lap, Intersection, Contlnuou, Header Celling Joist to Plate, Continuous Header to Stud Lap Celling Joist over Part~ion Celling Joist to Parallel Rafter Ralter to Plate 1 x 8 sheathing to Ralter Plywood Sheathing 13/4" or smaller] Built up Comers, Backers Faatener 3-Bd common 2,8d common 2-16d common. 2-16d common 16d common@16" olc 4-8d common 3-16d common 3-16d common 3-Sd common 2-8d common 8d common@ 24" ale 16d common@24" o/c. 3. Framing of Built-Up Beams: 2-2x membens 16d common@12" o/c staggered J.2x or up to 5-2x members 1/2" diameter bolting@ 18" o/c staggered 4. All holes and notches shall meet the following requirements: a. Beams and Joists. not to exceed 203/1 of the depth of memb&r and not to be at the top or bottom of the member except at intersecting structural details H specified under Title 2-4 standards, b. Holes bored -not to be within 2" of top or bottom of member and not to exceed 1/3• the depth of the member. c. Notches In the top or bottom of members shall not exceed 1/6" the depth of the member and be localed within the middle 113• of the span of the member. d. Studs at Exterior Bearing Wall -holes and notches not to e>r.ceed 25% of the width of the member. e. Studs as Partition Bearing Wall -holes and notches not to exceed 25¾ of the width of the member. f. Studt1 as Non-Bearing Wall -holes and n~tchn not to exceed ,40't4 of the width of the member. g. Rafters -holes and notches not to eKceed 20°/, of the depth of the member and not to be at the top or bottom of the member except at intersecting structural details as specrfied under Title 24 standards of the UBC. 5. Ripping of lumber voids grading and Is not permitted unless specified on wor1<ing drawings or approved. 6. Roof Sheathing to be 518" plywood CDX grade index #20/32 or 1 x 4 skip sheathing# 2 grade or better index #:J/4. 7. Floor Sheathing to be 3/4" plywood CDX or OSB grade BIC or better Index# 2-1132. 8. All lumber In contact with concrete to be Pressure Treated or an equlvalent rating. 9. A certification of conformance Is required for all glue-laminated members prior to inspection unless noted or authorized otherwise by the Project Designer, Structural Engineer, or a qualified Field Inspector. 10. Verify all finishes with contractor or owner prior to purchase and application. 11. Provide atilc ventilation to 1/150 of the attic area. Sofflt verrtllation spaced at every other rafter or truss bay between 16" and 2f' layout. 12, All exterior structural bearing walls to be 2 x 4 studs at 16" o/c for single story walls and 2 x 4 11tuds at 16" olc for two story structurn within the elements of platform frame construction. Two story Balloon Frame construction wall, to be 2 x 6 stud• at 16" o/c. All sole plates contacting concrete to be treated. 13. All structural post!; or columns to bear on either a metal base plate, connector or pressure wood plate and be property flashed and waterproofed. 1-4. Provide flre blocking to enclosures every 10'-0" maximum in1ervals apart both vertically and horizontally. GENERAL NOTES FOR PROPOSED CONSTRUCTION E. Fasteners. 1. All connectons shall be Slmpson Strong Tie Brand or a certified and tested equivalent system. Specialty structural connectors can also be fabricated by ORCO or a qualified Welder. All speclatty weld• require approval by a certified inapector whether on site or off site. 2. Full bo~ing, nailing, or screwing required at all connectors and designated fasteners required. 3. All nails to be common in framing and coated, anodized, or galvanized at exterior use applicatlon. -4. Fastenm of different metallurgy to be separated. Example= Copper, stainlns steel and Bronze are compatible. Copper and alumlnum are not compatlble. 5. The Project Designer, Structural Engineer or a qualified professional shall, first approve any specially made fastener intended for connection of a structural application. F. Plumbing. 1. All plumbing lnetallation shall follow the CPC, CMC, and CBC. 2. Verify type of toilet required within State Water use regulations. 3, All plumbing fixturea to be selected by owner or designer. 4. Hose bibs to have back flow devices are required by an inspector. 5. All ga, lines, valves, and regulators to be in accordance with the calcula1eo use of the building at full capacity. All gn, water supply and drafn lines to be prassure tested prior to covering or burying, 6. All drain lines connected to or adjacent to sinks, showers, bathtubs, whirlpools, appliancee, tollets, floor drains, and filter drains to be property vented In accordanca with the CMC. 7. All septic systems to be designed for the current and future size and uee of the building(s) on the property. G. Mechanical. 1. Heating type to be specified by owner. If heating units are required, use eithOf floor heating system, forcad air system, space heating devices, wood burning stoves or fireplace inserts. 2. All AC units and or swamp coolers to be installed in accordance wtth CMC and manufacturer's spectflcatlons. 3. Solar Electric Array or Solar Water Heating Airay locations to be approved by Project Designer If planning to lnetall array on the building. Solar Array, located on the ground are to follow all regulations of the NEC and CMG. H. Glazing. 1. VERIFY BEFORE ORDERING GLAZING THE FOLLOWING: Local building standards on fire codes, designation, and location In the building of either safety glass or tempered gles, If this designation Is in question, use tempered glass throughout building. 2. Safety Glass or Tempered Glau ie requlred at all doors, windows adjacent to hot tubs, bathtubs, showers, whirlpools, ponds, steam rooms, saunas, and within 60" of finish floor. 3. Window and Door Type and Style to be selected by the owner or designated by the designe,, 4. All Window and Exterior Door Manufactur9r to pro~lda, If requested, proof of certification and testing of their product by an Independent party in accordance with the regulation and compliance of the ASTM standards and State or Federal requirements. 5. All Skylights to be Safety GI ... or T ompered Glass and glass color ,o be specified by owner. Skylight Manufacturer to provide II requested, proof of c•rtificatlon and t8'ting of their product by an independent party in accordance with the regulation and compliance of the ASTM standards and State or Fed1Jral roqulrements. 6. Glazlng In the same wall plane to be tempered adjacent to doors within 18" of tha door. Windows within 18" of walking surface to be tempGred glass as w&ll. GENERAL NOTES FOR PROPOSED CONSTRUCTION I. Electrical. 1. All electrical Installation to follow the NEC and local compliance and regulations. 2. All style and type of light fixtures, outlets, switches, audio control, and specialty fixtures to be selected by owner and all Items selected must be certified and tested with Underwriter's Laboratory (UL) and NEC. 3. All locations and penetrations of the building regarding electrical component, of all kinds and type are to follow the regulations of the NEC. 4. Wiring and Inspection of Main Electrical Service box to be Installed and inspected by a licensed, electrician. 5. GFCI outlat1 to be installed at all exterior outlets, the 1• outlet of the run of all circuits. GFCI breakers may be Installed at main service box for circuits with outlets at wol areas of the hO<Jse, 6, Grounding Rods required at Main Service Panel. UFR ground rod I# 4 roe bar] a minimum length of twenty feet continuous single member may be uud in foundatlon slab or footer if area is available. J. Waterproofing, Flashing. 1. Provide adequate flashing on all components of the roof and exterior wall penetrations such itl but not llmtted to skylights, vent pipes, weather head power poles, solatubel, hoods, solar array stands, valleys, crickets, chimney,, parapets, gas and water lines, electrical penetrations, downspouts, support brackets, hand r1lllngs, elevated planters, doors, windows, domestic anlmal pauage openings, dryer vents, exposed decks over and atiached to interior spaces and other component, es specified and added to the building. 2. Caulking ati a slngle solution for waterproofing is not acceptable. K. Roofing, 1. All roofing application to follow the CBC, CMC, CPC, NEC, and CFC. Class A Roof required in a Wlldland Urban Interface Zone. 2. Roof color and type to be selected by owner and following manufacturer's installatlon specificatlont1. 3. Absolutely no exposed fastero at all roof type or style. 4. A minimum of one layer of 30 pound felt paper with a minimum overlap ol 12" to be Installed at roof sheathing prior to roof installation. 5. All roof penetration• are to be properly booted, flashed, caulked, and sealed during installation. 6. Metal Roofs may require lightning rods grounded separate from the electrical system. 7. Roof watershed to use gutter and downspout with French Drains to displace and evacuate Rainwater aw~ from the building and foundation. 8. Drip Edge flashing to be Installed during roof construction I installation. 9, All roof penetrations, valleys, ridge vents, skylights to be properly flashed, booted, and wate,proofed during roof Installation. L. Paints, Stains and Finishes. 1. Use Zero voe (volatile organic compoundt1] stains, paints, glues, caulk, and adhesives rf ponible. 2. Verify all Interior, exterior and landscape finishes with owner prior to purchase. 3. A1I exterior finishes to be Installed for 100'/a weather protection and a minimal maintenance prod'-lct. 4. Any custom milling or fabrication to be pre-approved by owner prior to authorlzatlon. 5. All pairttl, stains, textures, fabrics, carpeting, hardwood floor surface, stone and tile flooring and surround, window and door casing, base trim, stone and stone veneer, countertop, drapery and blinds, furniture, cabinetry, built Ins and window and door type to be selected by owner or approved by the designer repr&1enting the owner tt applicable. 6. All Interior 1nd exterior door hardware to be selected by owner. Appliances to be selected by owner. 7. Request finish samples from your Vendors, and or Contr&ctors whenever unsure as to the dncriptlon. GENERAL NOTES FOR PROPOSED CONSTRUCTION M. Fire Notes: 1. All new construction shall be In accordance with CFC Article 87 IUFC/CFC sac. 8701]. 2. Street address shall be visible and legible from the street at the front of the property during 111 construction as well as permanent display. 3, Proposed Fire Hydrants shall comply with Fire Departments Requirements for onstte Fire Hydrants. Existing Fire Hydrants shall have operating function verified. 4. Line voltage Smoke delectors and Carbon Monoxide Sensors to be Installed at all existing structures that are altered as well II all new construction structurn In accordance wtth all Fire Code Requirements. 5. Any Chlmnay, Flue or Stovepipe attached to any fireplace or atove barbeque or any other solid or liquid burning equipment shall occupy an approved spar1< arrestor. 6, Refer to zoning regulations In a Wlldland Urban Interface zone-2022 [ tt applicable to this project] 7. Calttornla Fire Code and Local Fire District Compliance. 8. Fire rated walls shall be constructed from bottom sole plate at the slab up through the celling line to the roof sub deck with proper fire stops in accordance with UBC/NFC requirements. 9. Drip edge flashing at the edge of the roof of the entire building shill be non-combustible. 10. A minimum of one fire extinguisher with a minimum rating of 2A108C shall be provided within 75feet maximum distance apart for every 6000 square feet of building and one provided for every level at all buildings [UFC/CFC section 1002J. 11. A1I crawl space aren to be enclosed with appro'l'ed fireproof access pan~s, doors, or hatches per 2022 C1llfomia Fire Code u well ati local Fire Officials Compliance. N. CALIFORNIA CODE ENFORCEMENT AND COMPLIANCE: 1. 2022 Ca. Administrative Code 2. 2022 Ca, Building Code 3, 2022 Ca. Energy Code •• 2022 C•. Existing Building Code 5. 2022 Ca. Green Building Code 6, 2022 Ca. Mechanical Code 7, 2022 Ca. Plumbing Code 8, 2022 Ca. Reference Stlndard, Code 9, 2022 Ca, Residential Code 10, 2022 CAL FIRE Code 11. National Electric Code [NEC] 12. Local City/ County Compliance. THIS SET OF PLANS IS A BUILDERS/ CONTRACTORS SET OF PLANS. WITH THIS, NOT ALL DETAILS AND SPECIFICATIONS ARE PROVIDED AND THE GENERAL CONTRACTOR AND SUBCONTRACTORS WILL BE REQUIRED TO BE LICENSED AND TO HAVE GENERAL KNOWLEDGE TO COMPLETE THE CONSTRUCTION OF THIS STRUCTURE. THIS PARTIAL SET OF PLANS DATED 12.28.2023 IS THE PROPOSED DESIGN AND IS NOT A COMPLETE CONSTRUCTION SET OF DRAWINGS. A COMPLETE ENGINEERED CONSTRUCTION SET OF PLANS WILL BE SUBMITTED TO THE CITY OF CARLSBAD DEVELOPMENT BUILDING PLANNING AND FIRE DIVISIONS. THESE PLANS ARE THE PROPERTY OF THE PROJECT DESIGNER AND THE PROJECT STRUCTURAL ENGINEER. REVISIONS :E :, It: Q i • :E .J :, ~ Scale Job Sheet 0: Ill z !2 Ill Ill C 0 {O ~ I: Ill uo zN u ~: z ii! ~u ... D. C llfo t -< e ~ -CD~ Ill > Z a ~ ~-O:r,..8$ D. t'l t:. CJ) w l-o z _J ~ w z w (.9 GR Of Sheet• BY