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HomeMy WebLinkAboutSDU 02-14; HENDRIX SECOND DWELLING UNIT; Administrative Determination.. I I ' ' EXI.S:TING .S:INGLE FAMILY DEWLLING 2 .S:TORY GARAGE 2 CAR I L___--,-----',s----,-vy--;-;:-,--s;---::--r- -~ .. ~ " ;<::J "X " .. - --i " ;; ".. .. i:; . .. I ,u, Ul ·z 'Z I~ ,_ I~ 0 ' Ul ' :j :~ N I "' i Ul . ~ 0 ' z -0 ~ N C, 0 z G x Ul l EXl.s:T. CURB &GUTTERS 0 ' 0 "' CHINQUAPIN AVE ------~-------------------------------- PLOT PLAN 1" =: 10' ~----- LE.GAL.l2E5CRJ.fllilll PARCEL 1 OF PARCEL M.1\P NO. 445 IN CITY OF CARLSBAD COUNTY OF SAN DEIGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF COUNTY RECORDER OF SAN DEIGO COUNTY FEBRUARY 2, 1971 AS FILE NO. 20190 OF OFFICIAL RECORDS. APN 206-042-41 NOIE NO GRADING REQUIRE[) NO CHANGE,IQ ,gXJSf11'U DR/.il·:/'."~E F'ATfERN PROPERIYPRO.fJL£ EXISTING STRUCTURE 1812 SQ. FT. PROPOSED STRUCTURE FIRST FLOOR GARAGE 6:6 SQ. FT. SECOND DWELLING UNIT (2"° FLOOR) TOT AL STRUCTURES LOT AREA LOT COVERAGE TOTAL PARKING EXISTING ZONE R1 554 SQ. FT. 2366 SQ. FT. 8085 SQ. FT. 29.26% CARLSBAD SCHOOL DISTRICT CARLSBAD MUNICIPAL WATER AND SEWER FOX ENGINEERING INC. JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER 8060 TELEGRAPH RD. DOWNEY, CALIF. 773-0347 861-8236 JAMES M. FOX, SE BUI JAMES G, FOX, C•21~43 OWNER EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAPIN AVE. CARLSBAD, CA. (760) 730-9866 · Aqt,h'l.·Hediofld{l, · Lagoon ~e____ ~---=--=:·------ d Bs/g 1=~~-;,"i; CDP 02-35/SDU 02-14 - HENDRIX SECOND DWELLING UNIT JOB NO, SHEET I • '--1\ 0 . 0 I -'° 0 I 2'8" X 6'8'' \ W/4X4 HDR.. \ I\ \tdh '---~--JJ I V ,___ __ _ 1------·- db 1ST FLOOR PLAN SCALE 1/4" = 1' L-------------28' 0"----------- ----7'.2' 6"~ } 9' !"---- 0 -a- ![001 D/W <fP 'If 3' X 4! WI 4X6 HDR uo ~~ 00 ~ ::==:::7:aa"'=~.---- CLOSE' ll=.J!II.Jh]~b,dL,dh,!:'.___:J ,.Y----~-/-o;' 7'~ 'll>" X1'611 W/ 4X4 HDR. 28" X 11611 W/4X4 HDR. ,, I' 5" I 2ND FLOOR PLAN SCALE 1/4" -1' I I I ( '\ " = a- -co ..:t 0 I -(\J (\J 0 I -N N - ,- ""' srucro) (TO MACTH EXISTING HOME IN COLOR AND TEXTURE '° F.F. ---------------------------------------------N N -------------------------------------------~-~ ! '\ ' = • 0 I -co ' - - - ~~~~~~~~ □□□□□□□□ □□□□□□□□ □□□□□□□□ WEST ELEVATION SCALE 1/4" = 1' ,,, -ir- COMP ROOFING MATERIALS TO MATCH EXISTING HOME _f.E. ~ 0 I O' 6" ' r: r.. ---------------· -----·-·-----------_E.E,_ ,,,.. 11r,sru~ TO MACTH EXISTING HOME IN COLOR AND TEXTURE ------------------------------------------- NORTH ELEVATION SCALE 1/4" = 1' ' '." '\ - D ' '° '° --N N N N F.F. " ,-----r ' ,I, A, ,I, I, J, ,I, 718" STUCCO G MACTH EXISTING OME IN COLOR ND TEXTURE ~ EAST ELEVATION SCALE 1/4" = 1' ,n COMP ROOFING MATERIALS ~ TO MATCH EXISTING HOME - 11 D D D r D 718" STUCCO 00 MACTH EXISTING HOME IN COLOR AND TEXTURE □ -----------------------------' SOUTH ELEVATION SCALE 1/4" = 1' ~-------.------------~r-~ ~~:::~r-.,.--r-,---------ir-::r::---;::-::--::-:~::~~~:~;--:-::;-::--------rJ~A:M::ES:-i;M~.-:FO~iK.~■:E-:11::e----1/)~W~N;F~Rr~::::-::::--=.i~~~l--+--+-+-------J --FOX E NG I N E E RI N G I NC. EDWARD A .. HENDRIX & JILL HENDRIX ::::N:.~v""= '--+--+--1-----------i JAMES M. Fox. STRUCTURAL ENGINEER JAMES G. FOX. C-21543 4 70 CHINQIUAPIN AVE. ~!!'.•-~ BL JAMES G. FOX, CIVIL ENGINEER 773-0347 CARLSBAD. CA. 8060 TELEGRAPH RD. DOWNEY, CALIF. 861•6236 (760) 730-9866 \ CDP 02-35/SDU 02-14 - HENDRIX SECOND DWELLING UNIT Al"RINT N76306 -l'\J (\J CITY OF C;\l(LSBAD Pb1ning Co111111is;;io11 JOB NO, SHEET 1'1/'-------------------28' 0''---------------/..,r: /] "'- 3 "~· ,,_:_ .. _&_ J-----0 ------L ~:-~~:A:::~---0 -----~---7: 16' -0." EMBEDDED 9" @ 4' O.C. : STARTING WITHIN 12" r ______ J OF EACH END CORNER I o 0 I ~-6X6-1OX1O W.W.M. \ llDE TO BARS I I I I I I ' ~--12" X 24'' CONT. FTG. WI (2) # 4 BARS 1 EA I o I I I I I I lo I I ; . . " ' & 'ii" I'--' Q! ' q 6' 4" -I> X -cr, 9 "Tl :!'!: 22' -0" ,, ~ V 2 x 16 F .J. @ 16" o.c. / ,r-- 1 ! 2 X 12 DF #2 RIPP b FOR SLQpe,._ :"" I I I I I I I I u.. C, g I I 11--------1,------- I I i/ 2x 16 F.J.@16" 0.Ci : II / J j I L--------i- 1 f---------~-----! I I I I I I I I I I c=====::11 I I I I I I I I I I x 11 ill 1~2' ' 0 I -(\J N TOP & BOTTOM---~ --.;-, I I I I I I I I I & & ! ii q l:::=::::;::========:;:::;~========''~===:::'.J ___ _ I I 3' O" & I L----------____________________________ J 0 " 0 d 0 FOUNDATION PLAN " i-------"f:--------------"-f~ : l'O" ~ I ~ SCALE 1/4" = 1' -----------------------7 I I I I I I I I I I I 1--2 X 8 FASIA BOARD I I I I I I I I I I I X ~1 ___ EXTERIOR WALL I I I I I N 2 X 10 DF #2 RIDGE BOARD ~ I LINE I I I I I ; ""-; ~ V ,✓fL1' O" 0 : I d -7Y> L1 ' I © I O" I ~ I I ~ I I I I N I I % I I )::::-I I '--' I I , (.S) I I X I I I I N I I I ~--------~ --------""·------------------------~ I' -0." ROOF PLAN & & b4' ,._'<. {;.~ r.o(j r#- FLOOR FRAMING PLAN ~i SCALE 1/4" = 1' l=2'-6" 4X12 DF #2 -' 4X4 HDR. ,1,g, 4X4 HDR. @ r;:::::==:r::: ,::=::=:::E;;::::::::::::::/::;:::~~:::::;;;~-:=_:::;;;;;~===============/8f,~ ill L=22' & L=15' 4X6 HDR / • ' L=14'-6" CEILING FRAMING PLAN SCALE 1/4'' ::: 1' - " u.. C, -:e 0-'--* 4-G ~ ~ SCALE 1/4'' = 1' SHEAR WALL SCHEDULE ITEM WALL MATERIAL SILL ANCHOR Lh&&. 1/2" DF PL YWD 1/2" X 5" LAGS CD-X W/10d AT 6" AT 3' 0.C. ~ 1/2" DF CDX PL YWD 1/2" X 5" LAGS W/10d AT 3" WI 12" o.c 3 X SILL & PANEL EDGES ~~~ 1/2" DF CDX PLYWD 51" A. B. AT W/10d AT6" 24'' 0. C. W/2" SO. 3/16" W/P/ SIMPSON STRONGWALL, SW32 X10 2-PLACES. • OATAPAINT N76306 SIMPSON HOLDOWN HD6A, EA. CONT4X4S F E SIMPSON A34 SF'AC AT 18" 0.C. AT 8" O.C. AT 16" 0.C. FOX ENGINEERING INC. JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER 8060 TELEGRAPH RD. DOWNEY, CALIF. 773-0347 861-8238 Ii 51 0.0 : • I I I I L_ 5/8" CDX PL YWD ~ ? r2X8 RIDGE BOARD 12 4j ~-R30 I I\ I\ f\ I\ I\ I\ I\ I\ (\ /4 /\ A I\ /\ A I\ fl f\ I\ I\ I\ fl f'\ I\ I\ f\/\ f\ I\ I\ I\ f\ " '\ f\ I\ f\ I\ I\ f\f -----------~ ----------------------------------"===! ~-1/2 DRYWALL,----! I ' I I I I I I I I I I I -_) 8'0." '\..1/2" DfW--..__ r+----++--7/8" STl CC( ' 1' )" ' 9' O" a~-' ' 2' O" ' r .JAMES M. FOX, SE 1118 JAMES G. FOX, c-21543 ri---R13 R13-- WJVVVWV\J\f\f\JVW\f:..J\f\N\JV\!:J[\fl f\,f\J'.J\f\f\f\ f\Mf\f\f\f\ \'----5/E 1YPE X DRYWALt-------------1-----< ' -----I ~----~,----·--------------------------' ' LJ L 1·6" I~ 1·11" 1 r'O." SECTION VIEW 1· o:·--,r r-T 11· 0·11 SCALE 1/4" = l1 TABLE ~1--HAIUNC:I SCHEDULE I. Joist to sil I or girder. 1o::n::i.il 2. Bridging to joisL toemil caclt end 3. 1· X 6"'(25mm x 152rnm)subfloororlesstoeachjoist.faccnail 4. Wider than 1• X 6 .. (25 mm x 152 mm) subfloorto cach_joisl, face nail 5. 2'" (51 mm) .subfloof'tojoistor gitder. bliml and bee nail 6. Sole plaie lo joist or blocking. !ypical face nail Sok plate 10 joist or blocking. at braced Vt.11.l p:uiels 7. Top pf:atc. to stud, en.ti nail 8. Stlld to so1c pbtc 9. Double studs. face Mil l(t Doubled top plates. lypical face nail Double lop plates. lap splice 11. 8loc:kit1J between joisu or-rafteB ro top plate. toenail 12. Rim joist to top plarc. tOCtlail 13. Top plall:S.. bps :ind iiuenections.. focc nail -· 3-8d 2-Sd 2-M 3-8d 2-166 16d at 16 .. (406 mm) o.c. 3-l6d per 16" {406 mm) 2-l6d 4-8d. toerulil or2-16c1 end nail 16d at 24• (610 mm) o.c. 16d :at 16"' (406 mm)o.c. 8-16d 8d at 6-'" { 152 mm) o.c:. 2-16d 14. Comtinuous. header. two pieces L6dat 16" (406 mm}o.c. aionge:i.chedge IS. Ccilling joists 10 plale. Loenail · 3-Sd 16. Comtinuousbcadertostud..tocnail _ 4--8d 17. Ceiiling joists. bps over partitions, face nail J-l 6d t-;., """c=::S'=':°=:;;';-S=~==:;=---------·-------------=c---1 I . eiUing joists to paralle.l rafters. face nail _ J.. I 6d 19. Rafftertopbtc.toenail 3-Sd lO. l" ((25 mm) brace to c.ich stud :ind plate. £a.cc nail 2-Sd 21. r :x 8" (25 mm x 203 rrunJ sheathing_ or lcssto eac:b bearing, fxc nail 2-8d 22. Wtdertlwl I" x S--(2S mm x 203 mm)shcathias co each bearing. face nail 3-8d 23. Buth-up comer~ 24. Buik-vp girder and bi:-a:ms ll. 2" {51 nmt}pl:mb 16d al 24 ... (6IO mm)o.c. 20da 32'" (813 mm}o.c. at top.:ind bottom and~ 2-20d at ends and at each spli« 26. Wood suuctural p:mcls and particleboo:n,f-': Subffoor and wall sheathing (lo framing): 11.,• (12.7 mm)and less ll',32".J/,1" (J5mm-19mm.) 7/s"•l" {ll mm-25 mm) 1118r-111-1· t291m1-32 mmJ Combinaioa subftocr-underbymcn1 Uo fnming}: J/4'' (19 mm} and less 7/a"-I" (22 mm-25 mm> 11/s"-11/4" {29 mm-32 mm) 27. P$nel siding (to framing):.! 1'2" (12.7 mm)or less s,,, .. (16 mm} 28. Fiberl:,oard shi::nhing::1 11:!" 02.7 mmJ 29. Interior p:ii,eling 1/4" (6.4 mm) 1/,; (9.5 mmJ 2-16darcach~ ... 8d' No. 11 g:i.8 ... No. 16ga.9 No.II~! 8d' No.16µ.9 1c~ or box n_ails may be ued accpt where otherwise st:Lted. 2Nas~ spaced~ 6 mches (152 mm) on ~tttatedfes, 12 inches (305 mm} l1I imerinediatc suppoctscxccpr 6incks1152 mm) .u all mppotts where sp:tns :u.:- 48 incbcs 11 .. l? nun) or~. Forllllllmgofwood StNChad panel and particlebomddi;iphr:lgmsandsb:e;vwaJls. refer to Sccticns "31'.'I 3.3 and 2315 4 ~ls for wnn :sheathing may be common. box or camig. -· · · · · Jcommcm or deformed sh:mk. -¼:ommon. 5Dcfonntdslumk. rorrosion~istant _siding or asing: nails oonfonning ro !he «qlli.remcnts of Seaion 2104.3. ~~ 3 1nches{76 !llml.on7cm~:1t~edgcsand 6 inches {J52 mm) oncemer-ar inlenncdiate WpPOrtS. 'com,,! ron-~ roofing nails '\o\ith. lrc,-indt-d:~{11 mm) he3d and I 1/i--inch (J! mm) bgth for ''2-inch (12.7 mm)sheathing.and ,,,_..inch (44 mm l 9 engt~ for (J1-1rteh (20 ffiT!l) shca~hin~c:on!onning 10 the R.'(Juii=ients of Section 2300. C=, ~-1: ~s.1:stam stap~ wnh_ nommal li6•1nc-h(II mm) crown and 11/g-inch (29mm) length for 1/.,..inch(l2.7 mm)shcathmg :ind 11h.inch ns mm) length or -f32-1nch (20 mm) sheathing conformmg to the requiremems ofSe.;:rion 23043. --- 10Pand suppt>m at 16 inches (406 mm) [20 inc~ (508 mmJ if sirength :axis in the: long dill!crion of the pmd. unless otherw~ marb:dJ. C:ising or finish nails sp;iced 6 mches ( rs2 mm) on panel edges. 12 inches (305 mm) m intennediate Stlpports 11Pand suppom at 24 inches {6l0mm). Casing or finish JWls spaccd.6 inchcs(l52 mm)~ p;melo:lges.. 12 irn:.~<305 mm) m: imermedintc suppons. TABLE 23-11-8-2-WOOO STRUCTURAL PANEL ROOF Sm!ATKtNG MAILING SCHEDULE1 ""°' ............ 1 • -·-{lncftNMOlfCet) ....,REG10H ..... PANEL LOCATICN x ZS.41Gl'fflffl Greater than 90 mph< 145 8dcommon Panel cdges-1 • • km/h) """"1f..., • • Greater than 80 mph { 129 8d common Panel edges-' • 6 k.mlhltn 90mph (145 km'h} P;mcl field 12 • 80 mpb {129 k.m/h.} or less 8doommon """"'"'= • • Panclficld 12 12 1 Applies. only to~ roorhcight.s up to 35 feet ( 10 700 mm}. For me:m rnor hcights over JS tcct ( !O 700 mm). the nailing slull be designed. lToe roor wtcmng zones .tre shown below: OWNER 3 •' 6' 4 • ~ 12 EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAPIN AVE, CDP 02-35/SDU 02-14 - CARLSBAD, CA. HENDRIX SECOND DWELLING UNIT (760) 730-9866 Z3' 7" ' ' I C{Ty OF CA/{LSB;\ Pfanninr, C . D ""' 011Wlission JOB NO . 3 -SHEET 0 • MINIMUM CONST!<UCT!ON REQUIREMENTS . EOUNRADQN I 'UNPEBB:QQB Cone-Slrength: Cc"""'I& tor footings mutt have a min. compn,l&ive strength of 2500 poi at 28 day>, UNU:SS NOTED OTHERWISE ON THESE PLANS, 'Ind ccmposact ol 1 part cemoi,,, 2•1/2 part& 6ana, 3-1/2 parl& or 314" mait 1iza rock ..u, not more than 7 gallona of water par.-of cement Wood llld Eanh ~ F"""®liona IUllPQttinQ wood mus! .-d at loa$1 ti" above the adjac,,nt . flnii/l grade. Provide 18' of clearance under wood joiols and 12" clearanc:e underwood girders wrud1 are not · pre&iW• treated. _ • _ . · eon..-slob>: Slabsong,ada mustbeatteoats-112· lhid<. Treated Wood: All faund•tion plates or 5111s and &leepers en concrete or ffl8$00iY which is in direct contact with ea~ must be ptN5Uf8 nated wood or four,dation grade redwood. WOOd joists dOser than 18", er wood ~Ol--tnan 12'talheg,ounct. mu&tce pn,saun1- Anchor_llalto &-Foollnv• Silll: All .W. muat ha.-M bearing on the footing wall OI &lab and muat be bolled : ID lho loWldatiOn-'MUt 5/tl" nom!nat cllsm--bells 8ll1b8dded at l8a&t r Into thia ooncrete or reinforoe<f maso,uyor 15" Into ~=-<1-muoniy. Bolt& muat be _not 1a "'"'8ed 8' en cww,r. Theta · mu&I be 2 t>olt> POI plet<j with bolt, not.,_ 12" from out end of Sill$. Unde,floor V.nll: Undenloor araas muat be vonlilatad by openl,1go in foundation walls. Wall cpenngs must 11a,. anotaroa olnot.Jeaa lhan.11q It tor each 1501<1 fl Ol llll<ledlocr-. Openings mus1 be """'1Qed lo . provlda c:roas vontllalJons and mu&t be-.,;u, ocrroolon resiJUillt 11N8 mesh With openings ot 1/4" dimonaion. · Undar11oar A!)ce11· Undarttoor areaa..muat be. pt'O\licled-with an.~ crau4 ~ not. teu than tB." x 24". Openings mu$I be effocllvely aereened or..,,.,.._ · WQQP ffiAM!NG Lumber: All jOisla, raflars, beams, end poats Z' la 4" lhid< must be No. 2 Grado llougJas Fir-I.arch or bettsr. · All posts and j>eama thia<et than5" mus! be No. 1 Graci• OOliglas Flr-t.ard1 or bettsr, unloSi noted -(-STIJDStor -~ WaU Braalng: Ewry exterior lli"0Qd stud-wall and maln cross partitiom must be brt1ced at ead"! end and at ""'81 evo,y 25' in 1onQU, wilh u4 diagorial 1et:in bnlOel or equNatent ·J.awAI Support _jollll_-nillelo_ than 10" -IA<lapllHln<I lpannls\g mo"' than<!' mW>! be supponed lat&nilly by l>ri<lging or aolld b1ockinQ at lnliwals not~ s·. l!locl<lng: Provide blod<inQ alendl. al l"l'P(ll1I ollloorjOlsts, and torrattars at ~-:liriOrwalls. Roof Ellool<I~ P,_2"fl.tll depth IOlllll>lO<kla!;al~tin&-at&><teriofwaU. on 11U608d roof. Double Jotst.: FIQor jaiat& muet be dOub.led.undilr bearing partttiane: running pall!UeJ with the joi&tS. IWIW Purtln er • ..., PUl1lll --be not-tnan45 c1ag,-to lho l>O<i:onta!. Raner flea: RalterTioum11t·be spaoe,f.not"'°"' 11uin◄'.., cem,er _,.,.,..,, and <:ei!ing joists are not ~el-. Ch,..-anoa:.Provtd• ta-min. deaf'8.noa betwQan top plate of Interior non--beartng nani';ions and bottom Chord .,_ Top Plate: Provfda double top !)lal8 with min. <IS' overlap sp!icG. Nailing: Nailing <hall be in compllonco with USC Table 23-Kl. fire-: f'l<Q~ muatbe·pn,vidod t.<-., -celllngs, iloorlevels and-,oaied lJ)OC&S at w· on c,,nter hQnzonlaly. . . Stud$: In ono ..-4 two Oto/y building,, ,atuds for IIXl8ffor walls and intenOt beanng walls must be not loss than 2'o4at ~on-oontar. -to, lnterlornon-l>earlngpenjtionsmaybe·2l<S at ;.r onoerner. Swa.-2" to4" thid<, Z' lo -4" ~end notmorelllan 8' tong must be._ grade' llol,gla Flr-t.an:11 or betlar when ~ not IIIOIW lllon one Goar and• roof.~ for buring walb mu.tnot"""80d 8" in hlliQht GENERAL. MATERUU. Sf5C1FICAIJQNS . . . Morta.r Mlx.: Mortar IC> bo uaed for1hB t;;ef\itn.lcUOfl ot masonry walls, foundallOll w•. and n,tammg walli must be 1800 Pii min, and may consiSI af; 1 part PorUand cement, 3--112 part5 sand. and 114 par.I. b.ydrat&d- fime: orlirTI$ JNtt)I. P1astio cement may be und with 1 part plastic cemenl to 2·114 Parts to 3 paru ~oa. Grout Mix: The miX for the grout may be 1 part Portland cement. 3 parts sand, 1JI0 _pan nyarated u.me or lime putty, 'l to 2 part$ pea gravel (318" max.) Water added to pouting eoniisten¢:1 witho..it segregation ot "\Jroul-constituents. . . Maaonry: The masonry 1.1nits must ccmply with ASTM Spec.. CS0-75 G~ N for hoUow unit concrete bloekS. struetural Steal: Steel U$ed a1 $tNCbJrat shapes tu Ct\ m wide flange sections, <:hanneis,. plates, and-angle• ,m,st comply .. th ASTM Spec. A-36. Pipe c:olwnn& must comply with ASTM Spoo. A-53. ROOFING ANQ WEAJHERPROOFJNG . . WofXI •Siding: AU wood siding must be plaeed over an approved weath&r ffl$1$tant barrier. fta$1ting around Oponln9: E.vary op&rung l"n any ext.enor wall must tie f!.ashed v.fit11 iheet metal or waterproof building paper. Roaf Covering: Mineral surfaced built up roofing must net be in$taif4ld on roof tvwing a pitcn greater tnan 3 inches to 1.2 ind101. The following are min. pitch~ Composiuon $hlngtu, nun. 2 :nd'le& in 12 iru;ne$; v.ood shingles, min. a inchH in 12 inellea: wood snakes, min." lnc:hei in 12 lnches_: rooting tile, min 2-.112 inclle.i .in 12 ·ll'lCMS; ·ctay or conaew roofing, 2~11.2 lnChf:J& ln 12 inalea. Wood sningle$ or wOOd Sllak.Gt ml.lit be pceswnr impregnalad with chemicals to Obuun a Ctass.A rating. Wa:ep Screed: A weep weed mult be provided at the foundatiOn plats line for all weather t,xpo6ed. e4ee1c; . $-lud wail$ fioj;S1'TIJd· cm the exteriOr with !ilUCCO. GENERAL Attio Aeceu~ Attic area5 owr 30" hiQh mu&t be acceHibJe by an opening not 11i1$!i tr.an 22" x 30". With a fumaoa in tne attic, 1he opening must be not len than 30" x 30" . Siloffllr ~lo-auras: Shower wal1$-·l'TlUS1 be finished to a heig_ht of 7(1' .above the. drain. irue-t wifh. a $lTIOOtrl; tiani, non abiO!bent aurtace. AU glass enc!O&Uf81 at tub or shower ¥!all be ct tcmperea safety gtass. Gl.uing: Gtazing 'Mthin a 24'" arc cf ~er vertical. edge of a door ind~ pcsilion and lea& than 6Cr aDOve a walking 5Wfac& &hall be safety glazing. Electric: AH convenience outlets in a battlroom. at a kitchen counter within e· of tM &ink, outdoots, and 1n garages (except for laundty and similar equipment) lhall be Gfl protected. 'GENERAL NOTES Written-dimerl5ions sha!ltake-p.ieoade1@ owrscaleddimensions andahail be wfifted on the 10b .site. All'/ : di~aepancy .shatl be brought to-the ertention of ~ Plan.s prior to commencement of work. Cootraaor: io. vartfy id fieJ,J. ccf\Qitioos and" &mJ m-wsurwnents .shown on these plMS nolifiad immeairu.Qly of any discrepancy Of areu of confwion. '. Plan$ Shall be In cue DJ .conflict, .notes-and specifications·onil"8taiti and drawings shall take preceelence over tne Genetal Notes er Minimum Consuuction Requirement& and OYet standard details. Where no construction detail$ are shown, Ciel.ails &hall be the same as for other similar week. AU new plumbing shall b& in compliance with the latest appiicaole COdes-ana ordinances. 8.acuiCal -WOtK .mall -be-installed as per-tne ·wtest eaition oftna: Natioria! 8eCtrica1 Code and the Uniform Building Code All. r~ont< of-lllo> Till .. 2-4 Energy Cow sttaitlMI incotporalOd Imo construclion, as man<l&10d by the aUdled CFHl and Mandato,y ...__ forms. CONTRACTOR SHELL VERIFY ALL DNENSION, ELEVAllON AND CONDmONS AND RPORT ANY DISCREPANCIS TO THE ENGINEER FOR IHTERPRETATION AND CORREcnoN'. ALL CONSTRUCTION MATERIALS ANO WORKMANSHIP SHALL CONFORM TO LATEST EDffiON UNIFORM BUJLDJNG CODE ADOPTED BY THE CITY OF• ' OFTHE ALL FOOTINGS EXCAVATION, FORMS AND REINFORCEMENT SHAU. BE INSPECTED AND APPROVED PRIOR TO THE PLACEMENT OF ANY CONCRETE. TYPE V CEMENTE WITH 2500 p s I MIN NO SPE~ ·L INSPECTION REQUIRED. ' " • ~~ PROVIDE MIN. 3-112" OF CONCRETE BETWEEN WOOD AND EARTH, ALL LUMBER IN DIRECT CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE OR BE DURABLE WOOD. (FND. GRADE REDWOOD OR ESTERN CEDAR. ALL LUMBER TO BE DOUGLAS FIR/LARCH 12 OR BETTER AND GRADE STAMPED. ALL EXTERIOR PL YWOOO SHALL BE BONDED BY EXTERIOR GLUE. ALL FRAMING HARDWARE ANO CONNECTORS (STRAPS HANGERS ECT) SHALL BE SIMPSON-sTRoNG TIE OR EQUAL. WITH AN 1.C.B.0, APPROVAL. ' • ALL CONSTRUCTION PER UNIFORM BUILDING CODE, 1899 EDITION ALL ELECTRICAL PEA THE NATIONAL ELECTRICAL CODE. 1999 EDITION. ALL PLUMBING PER THE UNIFORM PLUMBING CODE. 1999 EDffiON. ALL GLAZING TO BE DUAL PANE. NEW EXTERIOR SLIDING DOORS TO BR DUAL PANE WITH 75% UV VAWE. ALL GLAZJNCll WITH IN 18" OF FINISHED FLOOR WILL BE TEMPERED GLASS. SMOKE DETECTORS TO BE INSTALLED IN EACH SLEEPING R00M ANO HALLWAYS MUST BE HARD WIRED WITH BATTERY BACKUP JN CONSTRUCTION. BATIERY POWER MA y BE USED JN EXISTING DWELLING. 13ATA,-IIIINT N7631).5 ABBREVIA TIONs· A/C AJR CONDITIONNG ID INSIDE OIMl:NSIONS AUJM ALUMINUM INS INSULA110N AVG AVERAG;: INT INT6!lOR ElW: BIO".X LAM LAMJNATED Cl CASTIRON MAX MAXIMUM CJ CEILING JOl5T MIN MINIMUM CIR CIRCUIT (N) NEW Cl. CENTl:RWNE NA NOT APPL.lCA&.E = Cl.OSET NAT NATUl<AL COMP COMP06ITICN NOM NOMINAi. CONC CClNCReTE NR NOTReQUIREO DBL.I: DOUElU: NTS NOTTOSCALE DeT De-TAIL oe,; 08SCURE DIA DIAMETER oc ONCENTEJ< DIM DlMENSION OD OVTSIOE DIMENSION DN DOWN PG · PAINT GRADE DW DR'IWALL Pl PANEl-INDEX DS DO'WNSPO\JT l<EBAR REJNFORONG !!AR (E) EXIS11NG REF -TOR EA EACH REV REVl5ION EL.1:C El.ECTRIC{AL) l<O J<ClUGH OPeNING EL.EV ELEVA110N ,.,. == EN ENDNAIL ,;c SO\..JOCCli"E EW EACH WAY $,EC SECTION EXf = SEP 51:P~TE FN RNl=-H SG STAIN Gl2ADE FG RBERGLASS SPECS SPECIACAllONS F~ FINGER JOINT SQFT SQ!ARSFOO'T FO FINISH OPENINC TEMP TEt1Pf=Ra) GI.AS:, GA GAUGE TS TUBULAJ:< STEEJ. GALV G,ALVANJZED "TYP "TYPICAL GFCI.GFJC GROUND FAULT TtEl TOP AND e.GITOM INTERRLJPT USC UNIFORM 6U1l.DING GYBBIW GYPSUM ElOM<D CODE HEl HOSE61El UNO UNl.E$S OTHERWlSE HC HOU.0\1/COl<E NOTED HDW HAAD'WARE V VOLT = HORIZONTAL. VERT VERTICAL. HT HEIGHT WC WATER CLOSET ICEIO NT'!. CONFERENCE OF WI WROU(;;HT IRON ElUll.DING ci=ACIAI.S WP WATERPROOF SYMBOLS ' . ... db 110 VOLT OVTLET :I> ::>IMTCH d) 0tm.£T w/ V:? Sl,J,;tTCHED • :Ii D1l"'11'1£R S~l"CH qjb Z2Q VOLT OU1'1El'" 3 .:f 3 WAY S"\MTCH 6fl® Oun.er w/ ~ P:,AJJL.T +:f 4 WAY S\WITCH --0 s"""""" 6. T~...ci< D 5Mos::.e ~Ro, e.,,,t\.Tl'E2"r'" + ~r OUTl..fT, CELING [!] ~ DeTECTOR.,~ Wi1<EO -4+-L.IGHT OUTU:T I WA&-1,. lil DooJl eeu.. SUtTON @ ~"sepc,.,:,,J,,,IUGf""ff 1" -r TV-"""' ❖ L.ow VO!..T,AGE LIGHT • G~E DOOR euTTON 'v Ft.ooou,a--rr -6-~-rel<, WAU. r-ouNTEP + FL.UO=FOCT1/RE -0-M.UORESCENT" L.GI-IT [!] ~Ta<. CUJNG MOLffiEP C, e»tAu5T FAN, S,.., Q<ANGeS/HOUR !!al !<En-"'NAJR, W>U. MOLffiEP 4 F""'1U5HT =MSO lNT @ T t-!Si!M05TAT aoeo 2X4 F".TDl'. IILL IUJWIJ ~ "TQ rDN. "'AHGH0R ~ TSo M ~IP'll:D ON !"DK. l"LAN. II" JilOT DPr..G-IP'lec, MIN. DOI. n¥ l!iHALL, Be v.r' DIA. A.D. ,.. T ,.. 04. ~ ,. MI.M. uno ~ ~GOLD JC)!NT NG :..TMl!N O'" Of'- ll!NP6 0I' Wu.Ii. w """' U5C 4 -11>4 Te, AT ?A.~ NC 14 ?la AT it" g.e,_, T'l"I"', C.ONTINUE5 FOOTING P\,'f'PfOCIO ~ l'!iltU.. • --OOLT ___ __,,. • • HOLD DO~N EXISTING NEW' /5TG23G r-E.~5TING D8L NEW DBL 2X4 ~ 2X4 PLATE CONT. PlATE ~ EXISTiHG 1'-NEW STUDS~ STUOS--. 2)(,4pi_fD.f'.$1.l.d.l.KoJ~'fO a-OM. NI~ ea..~ ~ ~ll'lc, G»I P'C,IN.. ~ IP NQT ~I~~ MN. DCX.TINllo~ 1!11!! 112"c:i1A.A.a.AT ,.. o.r,,. ~c, ,. MIN. DrffO ~ Del-0l't c::,c,_r, .JL'.XNT NO Pllnel 12" Of' .... ,,,....,_._ ::1 • M-GCNT. IQ!IINl T.iD Vl5c:LaNtert111tt>e ..,,.., U!I: Q Ta AT 16" O,G. C.ONTINUE5 FOOTING 2 PL YVU. RIXF SHTG. ~ AT ◄&• 0.C. C!lNT. IUC"ll EAVE DETAIL 315• STiff, .EA SIDE OF MB, 4~ QR, Af'ART 3 l/2"5Q X 316" WASH PL ~4X4 //HDe,A ✓ / 7/6•0 M.B. EXIST4XIOCONT "1 PAD FOOTING EXIST. COITT. FOOTING NEW P~ FOOTING - B !9L.'tl'G, 111.00!" ttn"O. ,.,.._ -~,..,.._ .............. l"L,.,t,N ~-• SHEAR TRANSFER 8 (E} FLOORJOISi {E)WALL T06f R::r<AOVID 2'.>.:4511)0 '-"OODFILL 4X!OCONT 1-!/B"ElIT.GRD. T-t:GPL'tWO {60/48) e.c. FACE NEW 4XB @ 48" QIC (2}-5!8-"0M6 @ b"O.C. .! • r, -------t J_r-______ ,._ __ _ NE~ TO GARAGE FOOTING :,-,)lJNDRY NAILING ~ ..:. 5 CONT. BLl-.'G. -----.,. ), A:i5f' AT 24' O.C. 2.\JO~ASOA~---a,\O 2XG STUDS A.T I fil' 0.C. Pt.'rWOOD ROOF 5NTG1 2Xh ROOF RAfil:RS AT 16" O.G. .3WP'E tntT. DBL. 2X6 PLATE BALLOON FRAMING 5JMF'SOO .1MSTl72 \-===;==="=---I HEA!lfR END 4X4 4 [ !i ii I• •t ,f • t, , . ....,,. Ir tlCI. CQNC. ~Al. w ...._..,._~IIZ!IH'tl • T15 AT ITO&,. • ____ , ___ ..lh,..,!.I ____ ~----• ~l -----,----~l ......... • <l'-o-912..Pl&.W5'-&4~~ . FLAG POLE 5 4XIO CONf + + + •· ~11•,r:,:-/ ,a TS IOX4X!/2 (5) -l"LACf.5 6ASE l'lATE ~ >O'X4'Xl/2"T5. B C.OLUMN TO BEAM I tl2" X 1• =:_,.n:P 112" X 1/T 5-reeL ~AT<&'"Q.C.. ~ATT<I& -ait----.1 I 114• XI..,._. X IIM..&na.n.ee: ATs·◄·MAx.o~ N!.DTO!JTM.PL..S TO corr. TO" IIAll. 1• X If'• c:ocr:-s"Tea. aM.reu:ier,To ~~ :9"JC!IM"X9" BA.lie ~ """ "' ,.,,., '-e'°='=! I=="==''= .....,,._ 10 PLATE SPLIC.E 11 C.HANNEL TO BEAM 12 C.ANNEL TO JOIST IB PL.ATE TO HEADER 14 GUARD RAIL 15 FOX ENGINEERING I NC. JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER TELEGRAPH RD. DOWNEY, CALIF. 773-0347 881-8238 JAMES M, FOX, SE 518 JAMES G, FOX, c-21543 OWNER EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAPIN AYE. CARLSBAD, CA. (760) 730-9866 Case No. CDP 02-35/SDU 02-14 - HENDRIX SECOND DWELLING UNIT CITY OF CARLSBAD Plmrning Connnission ----------- .JOB NO. SHEET 4 5 . \ • -mo 10 cui:ROO !illl"Sl'lt C!lf£Ciaf CA.MI.OG RR SS19 IMSTAl.lJ.D J:IO -"""" .......... PRE-"'5TnilD --1--Hf-o lr-,j'\/ •v,'H,_ ' HOQ:8 HOI.DOWN tr I A /A' """"""" YV 'I../✓ V':s-✓ v-•~ ""' • • . • . • . . . SW16x7-4HD g l SW(22),c7-4 .. ~~ ""''""' SWHl:i7-6K:I (WIQ<eY!JIERS) =,, ... .,. • r-o• -r-o 1/2" . rti:;_' ,,,. "' . -. .,._, .. 7'-1 1/X' 7" Mitt. COICRETE ' -· "' . • SW:l&al~ .. swzz-~-o· 8'-0 1/Z" •• SWl.,......, r -· 8"-r· s·-t 1/2" SSt8 PER D£rAll. - .. t/2" SHIM PPO\'IDED WID-1 Wf,.ll. -. l!1DU=6 AT HEtaR,. f'IO.D l'fAIL lHRO SHE'J;ll'INQ NID lifEl'M.. S1'Rlf" WITH 10d COMMON HMS CIR 1 QI SIHKERS AT LOC,\JIONS t.W&.ID 9Y P/lfflED DOIS TOP Of PN£1.., w i ;~ ~~ " s~ ~~ . . . ~ Hu'«R (B'I' 91't£RS) ;< • . ~;?'----,t:J---HEL SHOOlil<G • ' . i----P£RIMEl9t WErAL U-OWrlNEI.. . . . . . V 1 /2" SNt,l ts PRCMDEO 'lfflll l WMJ.. BUT IS NOT REQUIRm / !!lK- POSITION HEAOER FUJSH ""'"5T smo,«>-..U. """"'""· SOS 1/4• X s" SCR!WS I "' ;~ / rx V I '\ FIElD JW.. 10,0-S1RAP TOF'OST&I-F.>llER wm1 {10) 1011 COMMON M,1,11,S m (10) 1$d $1NKm NAAS AT TOP JI,«) iH'.ITTOINI Of' EACH. Sl'RAP . FULLLE1'K1THG>W.GEHEADEK {OE:SGH 6Y OTHERS) ~ Sl1I. SHAU.. BE: +x12Dl'L l 1/2 11 11 7 /S'" PAAAll>M PSl. 3 l/2. l[ 11 "//S'" llMl3ERSfFW«I (1.50 l 1/8 X 12 Gt.B 1 -3/8 SHIM AT 3 l/ff Q.B S£E OCT. -4 ..... U:TI~ 10 ,go. smAP--Sa: OET. @ . ~ -~ 7°TCP PWt:S Of SlROtl<HW1. t SOSJ/◄",Ji" SCIOS ---'-◄ . 1-----S-ST_B_A_N-CH_O_R-,-A_G_E----,,--1 -+-----P-OR_T_A_L_W_A_L_L-SI-LL------.-2--+---T-O_P_O_F_W_A_L_L_C_O_N_N_E_CT-IO_N ___ ,--/3-+--T-O_P_O_F_W_A_LL_C_O_N_N_EC_T_IO-N---.--4-+··---4-.-P-O-R-TA_L_W_AL_L_SE_C_T_IO_N ___ ,--15--1 !------------------------'---t---------------------'--...L----------------------''-----+--------------------'-----t-----------------------~--1 A.JU. lE..fGTH ~ I-ODER ----~ (O<SICN "' 01HERS) ~"' mr. SHAl.l, SE; .. ,. OR 5-1/8 ll 12 GU! OR 5 1/.&. o'( 11 7/8 PNUr,U.Alr,I PS!.. 6 10 12 T 7/6" '""° "'-HOU OHl Y ONE HOLE 1M - • ,~ !MAX} m.. HOlE TlfilUGti i. / OF FOSJ'. ONt.Y I M0L£ p£R- POSf It CROSS K\rctiil> f!l£t, ,,_.. <ACH POOi) ·I SINGLE & DOUBLE PORTAL ASSEMBLY I 11 I 13 5/ff'"" NUOSIU, Aa r ctillr::.""' lOP o, . CQIICl1m . . . . ...... • •• •--=' l:MEIED LIi£ A1 1DPOFCX>NCR£1"E I 10P OF CONCRffi swn INTERIOR TEMPLATE (FOR 2x4 ABOVE CONCRETE) ' • • L--==1----y-'- ,op OF -- A • ) Nm< liUI:R TU TIIE.': QURR£NT ~ aHEC'HR CATAI..SG nu~ TDIPLAtt srurrtaf Cl! ,MT, SWT EXTERIOR TEMPLATE (FOR 2x FORM BOARDS) l SWTPF TEMPLATE HOT& ALL NEttSSAR"t HARWH£ f'ER PANO.. INSTAU.ATlllN, IS PR£:-ATTACt£D CR PROVlllCI. SKC£Pf rtR TDFI...ATC AHB N£KIR .mt. tt. n > '~ 1,111 n.lLL LENGTH GARAGE HtAOCR <DESIGN BY OTHERS) '-'ITH KINIMUM SlZ( AS SHD\IN INOCTSt.6 GARAGE HEADER ROUOH OPENIHO SWISx:7-#IO SW22,J-4 Slt'1h7-6HD SW22x7➔ .. 7• 7'-f/' -r-o 1/2" ~ s % ~ ~ 15 ;, 6 % ~ I w % 1:,1 < ~ ~ QIAAGE"PO!tTAtM.1.11181$'. -~ ...... ::Ir V -~ __, ffl "'ll-,~ 1. STRONG-WALL rs MANUF"ACTUREO ANO lRAOEMMKED BV •s,MPSQN STRONG-TIE C'OMPANY, INC.-, HOME Off1Ctc 4120 OUBLH BL\'O., #400 OUBlJN, CA 94568 "fa (800) 999...-S, F"1-c (925) 875-0826 9stMPS-ON Si'RONG--11E COMPANY, INC: IS AN ISO 9001 REGlSTEREO COMPANY 2. INSTM..lATION OF PRODUCT SHALL BE 00NE il°M!CT CONF'Om.w«:E TO Til£SE DRAWINGS ANO THE S1RONG-WALl0~N!iriuimoN GUii)(. T-SWOI.IIDE MODIFIC'ATIONS TO THIS PRODUCT ANO ASSOCIATED SYSTEMS OR CHANGES IN THE INSTALLATION MrntODS SHOWN ON THESE DRAWINGS AND TH£ INSTAUAtJON GIJJOE SHOULD ONLY BE MADE 8Y A QIJ.ALJFlEO ARC-HITEC'T, CML, OR STRUCTURAL ENGINEER. TH£ PERFORMANCE or SUCH MOOlflEI) PROOl)CTS OR ALTERED lNSTAUATIOH PROCEDURES IS THE SOL£ RESPONSIBIUT'f Of THE DE.slGNER. REFER "TO t.C.8.0. PfC-5485 FOR fURTHER INFORMA1\0!I. 3 THE COITTPACTOR SHALL \IERlfY AU. DIMENSIONS, CONOfTJONS, ELE.VATIONS. ETC. PRIOR TO INSTAUATION OF MY COMFOIIOOS FOR THE STRONG-W.All. SYSTEM IF ANf DtSCREPANCIES ARE ffiUND, TH£Y SHAU. BE BROUGHT TO 1HE ATTENTION. or THE FROJ€CT ARCHITECT. PROJECT ENGINEER OR BUILDING DESIGNER fOR ClARIFlCATJON PRJ0R TO CONSIRUCTlON. t THE C'ONlAACTOR SHALL VERlfY TiiE POS.mON Of 1'HE SlRONG-WAU.. IN RElATION TO TH£ REST Of TI-£ BUil.DiNG SYSTEM AS SHOWN. OW THE PROJECT DRAWINGS. 5_ USE: OF THIS PRODUCT IS SUBJ£CT lO THE APPR<WAL Of iHE LOCAL BUILDING OFF1CW... 6. THE BUU.DNG STRUCTURE SHALL 9£ DE:StGNED iN ACCORDNfCE wmt THE LAlESf ADOPTED VERStoN OF THE UNIFORM 8Ull.C8MG C00E ANO Nff OrnER LOCAL. SfATE OR fEDERAl REQUIREMENTS THAT MAY APf'I_Y. VERIFY D£SICH REQUIREMENTS W!1H 1H£ UX:,,. BUlllllNC llEPARTMEllf. 7. lH1S PRODUCT iS PART Of' TI-1£ OVERAU. LATERAL FORCE RESIS'TlNG SYSTEM Of THE SfRUCTURE. DESSGN OF THE BUIDNG'S LA1ERAL FORCE R£SISTING SVSTOI, fNCLUDfNG A COMPLETE LOAD PATH NECESSARY 10 TIW<SfEJl LATERAL FORCfS FROM THE S1RIJCTUR£ TO THE GROIIIIO, IS lHE RESl'ONSHlliJ!Y Of lHE DESIGNER. (FOR PL YWOOO PANEl FORMS) ...... -.. 8. SIMPSON STRONG-TIE COMPANY. INC. RESERVES THE RIGHT TO CHo\NGE SPECIFICATIONS, DESIGNS AND MOll£lS WITHOUT HOllCE OR l.lAB1UIY FOR SUCH CI-WJGES. STRONG-WALL TEMPLATES ,___. ....... ,,. ,...,.,. 9. AU. HAR1JNME CALLED our IS SIMPSON STRONG-TIE. -.. ~ 16 tD 11.'8 a--Slri. v---"" ·---......... .. ........ ,.._ '" Sa:Z:2d--4 ft 90 ♦ »--SOS 1/W ,...,... -,., Mf" ...... "' I 14 PORTAL WALL SPECIFICATIONS 15 NOTES FOX ENGINEERING I NC. JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER 8060 TELEGRAPH RD, DOWNEY, CALIF, 773-0347 861-8238 JAMES M. FOX. SE '5ltl JAMES G. FOX, c-21543 I 16 DATA~!IINT N763)6 <.S ;;;;; =~ >-"" ~N = ~~ -= ~~ =-= = 8 !:I~ mN ~ ~e gJ I ~ .;; ,i = '• ~~ >-Wm~ v-> Es: = = ~~ V, a.. ::, o~ ~ 0~1 ,: ·- • • • • ·-SJI. DA11 • l !i ., I 11- I 11- 01/31/01 SCAl.2 NO SCAL£ CllECRBD RA,-"' SWP Sl!ElmS JOB llO. OWNER EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQLJAPIN AVE. CARLSBAD, CA. (760) 730-9866 CDP 02-35/SDU 02-14 - HENDRIX SECOND DWELLING UNIT Ca.<ie No. ------- CITY or CARLSBAD Planning Commission ----------------------------- Exhibit No.--~ Date JOB NO. SHEET