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HomeMy WebLinkAboutCDP 02-35; HENDRIX SECOND DWELLING UNIT; Planning Commission, ' I ' I ' I ' I ' I ' I ' I ' I ' I ' I ' 3' -o·} L . ELEC. ::;ERVICE EXISTlt\JG SINGLE FAMIL'( DEWLLING 2 STORY :L ' I ,w w ,z ,,s I~ I~ ,w :j -~ I V) I ' I I CHINQUAPIN 0 N I b ' 0 ., GARAGE 2 CAR _,,, ..,,,, 4 ~ "'l .,- -., " ~ ~ I> a '- ' -· / EXIIT. CURB &GUTTERS AVE ---------6--------------------------------- PLOT PLAN 1" = 10' ,._1-----1---+---+-----------1 LEGALDESLRlfiillM PARCEL 1 OF PARCEL MAP 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. Af'N 206-042-41 .tfilIE_ ~10 GRADING REQUIRED NO CHANGE TO EXISTING DRAINAGE PATTERN PRO PE RTY __ f:'RQElLE. EXISTING STRUCTURE 1812 SQ. FT. PROPOSED STRUCTURE FIRST FLOOR GARAGE 616 SQ. FT. SECOND DWELLING UNIT (2"° FLOOR) 554 SQ. FT. TOTAL STRUCTURES 2366 SQ. FT. LOT AREA 8085 SQ. FT. LOT COVERAGE 29.26% TOTAL PARKING 4 IN GARAGE EXISTING ZONE R1 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 861-8238 JAMES M. FOX. SE a1e JAMES G. FOX, c.21543 Q.WNER EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAPIN AVE. CARLSBAD, CA. (760) 730-9866 iA\l"t1·a.-~~di0t)da. ' '. LO.ljo.on , CDP 02-35/SDU 02-14 - 1" ---~--=====-==-==-s. -~ ------------ CITY OP CA IU,S8AD Planning Commission lf.ef!l.l2IJJ%. ~f~•~J? . ./Z':!'. ~ ':':!~<fr q'..,, r · --------- ,c.m,]N),,, co e "'..-l -3 s- JOB NO. HENDRIX SECOND DWELLING UNIT SHEET / APNINT N76306 -ti) = . 0 I --0 0 ,IL--------------28' O'"-----------~ :cc@,$- ✓ / / / / / / / ---✓-/ / / / I I I I , 2'8" X 6 1811 I . ·j I j I W/4X4 HDR. ' I -I\ \ I ' \ I \ t db Jh L I ,.,, 1ST FLOOR PLAN SCALE 1/4" = 1' = ...:t 0 I /-----,--------28' 0"--------71'/1; ~• 6"t----I /l<-----1/ --9' 1" 7 " 0 :Jri[J[j D/W <[p uo ~~ 00 CLOSET zeP X1'6" W/4X4 HDR. db 2811 X 116u W/ 4X4HDR. 'It' 3' X 4' WI 4X6 HDR " 1' 5" 0 I -(\J (\J 21\lD FLOOR PLAN SCALE 1/4" = 1' SCALf ~ l--l---1---l-----t-RJ,:N: A./ 1---1---t---+-------t - ~ 11,•sru~ (TO MACTH EXISTING HOME IN COLOR AND TEXTURE -0 -F.F. --------------------------------------------(\J (\J ---------------------------------------------~ ' ' " • 0 I -00 ' . ~~~~~~~~ □□□□□□□□ □□□□□□□□ □□□□□□□□ WEST ELEVATIC)N SCALE 1/4" :::: 1' ~ COMP ROOFING MATERIALS TO MATCH EXISTING HOME ·O I E.E * O' 6" _________________________________ G~- r' 118" &T\JCCO) TO MACTH EXISTING HOME IN COLOR AND TEXTURE ------------------------------------------------ NORTH ELEVATION SCALE 1/4" = ·1• '- ' -0 -(\J (\J ' JAMES M, FOX, SE BIS FOX ENGINEERING INC. JAMES M. FOX. STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER 8080 TELEGRAPH RD, DOWNEY, CALIF, 773.0347 861-8238 JAMES G, FOX, C•2l943 12 ~ l ./, A, J, 7/8" STUCCO ~ MACTH EXISTING OME IN COLOR ND TEXTURE ~ EAST ELEVATION SCALE 1/4" = 1' ~ 10 COMP ROOFING MATERIALS -~ TO MATCH EXISTING HOME - .. D D D !DI D = '° -(\J (\J D F.F. □ ' 1------I OWNER EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAPIN AVE. CARLSBAD, CA. (760) 730-9866 7/8" STUCCO /'.ro MACTH EXISTING HOME IN COLOR AND TEXTURE I ----------------------------- SOUTH ELEVATION SCALE 1/4" = 1' CDP 02-35/SDU 02-14 - HENDRIX SECOND DWELLING UNIT -0 Cme r-.1o. Exhibit No. CITY OF CARLSBAD Planning Commission JOB NO, SHEET ---------------------------------------------------------------------------------------------------------------------------------, )'V'---------------28' -O"--------------,r' , lc=ZI>' & , ~t------------28' 0'''------------~,, "K.. O O ~------0 0 0 0 0 r;::::=========:::::;:::;~=======;-;=.....=-=-=-=r-r-=-=-=,i & & ,r::,rfJ-;; q ._,.' : ! 2 X 12 Df #2 RIPf J FOR SLOPe-,. 3 ~ ~II £ j L 5/8"~ 12"ANCHOR BOLT -i 0 16' -0." EMBEDDED 9" @ 4' O.C. : STARTING WITHIN 12" r ______ J OF EACH END CORNER I o 0 I I TIDE TO BARS -\-6XG-10X10 W.W.M. I I I I I 10 I I ' ~---12'' X 24" CONT. FTG. W/ (2) # 4 BARS 1 EA. TOP & BOTTOM---- I I I I I lo I 6' 4" 22' -0" - ~ cr, ,::i "Tl <)<,,_ I !"'-. JP :: I I I I I I I I I I I I I I I I u.. Cl 9 1t----------1r------- I I l/2x16 FJ.@16" o.c!: 11 / :!! f'/ ___ -=2'-"x'-'-16;c....c...F Jc.c. __ @'--'-16'--"--"0-'-'.C-'-. __ 71 / X I L-------·1--I~-------l-----4 I I I I I I I I I I i::=====::11 I I I I I I I I I I I I 3' 0" '-.1 r;;-i I & I L _________ _ ,r-§; :: £ ~ l:==:;;::===========:;:=,cl!l========:'.:'I:'.: 11=====::'.J... ____ _j & ~"' 0 '-0 \._ J'-- 0 -~ / L4 · -o"7f-4 · o"-+' I /;l/'--------------24' 0"'------------/,11/r-4' 0"7f' FOUNDATION PLAN SCALE 1/4" = 1' ,/ ;-------~ -------------g-~ ---------------------7 I I' O" -I I -I I ~ I I ~ I I I I £:l I I -... I t---2 X 8 FASIA BOARD I )::::' I I ~ I I © I I X I EXTERIOR WALL I ~, ,r-+--- I -~ I LINE I I I I I ~ I 1 2 X 10 DF #2 RIDGE BOARD 1 I I O" . I I I ~ IL1• I/ I I I I I t : ~ I X I N I I I I ~--------~ --------~1-------------------------J I' -0." ROOF PLAN O" l.;4' ..... 'f_ <i"- # l=17' FLOOR FRAMING PLAN J SCALE 1/4" = 11 l=2'-6" 4X4 HDR. & l.=5' 4X4HDR. ~ 4X12 DF #2 / <.J c5 ~ § N ~ ffi u.. Cl <{) l.=22' X N & L=15' 4X6 HDR I l.=4'-6" CEILING FRAMING PLAN SCALE 1/4" = 1' SCALE 1/4" = 1' SHEAR WALL SCHEDULE ITEM WALL MATERIAL SILL ANCHOR &:.&& 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 ~E:,.~ 1/2" DF CDX PL YWD 5/" A. B. AT W/10d AT 6" 24" 0. C. W/2" SQ. 3/16" W/P/ SIMPSON STRONGWALL. SW32 X10 2-PLACES. , 0ATA1'Fl:INT N7~306 SIMPSON HOLDOWN HD6A, EA. CONT4X4S F E SIMPSON A34 Sf'AC AT 18" 0.C. AT 8" O.C. AT 16" O.C. FOX ENGINEERING I NC. JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER 8060 TELEGRAPH RD. DOWNEY, CALIF. ,. 0 I -N N ~"' ,zCl ~ I>< N ~ u.. Cl 11/ 773-0347 86 t ·8238 -ri 51Q}' I I I I I • I 5/8" CDX f'L YWD ~ ? r2X8 RIDGE BOARD 12 ~ I I I I ~-R30 : i\ f\ f\ [\ I\ I\ (\f\ f\ r/4 (\/\ f\f\1\/\/\ I\ f\ 1\/\ (\ f\ f\(\{\f\f\ {\[\[\(\" f\f\l\(\[\[\f\f i -----------~ ----------------------------___ ·:_ ___ _..,,.,,,,===-1'"1-J '---1/2 DRYWALL------! 8'0." 1/2" D /W, 13------H--718" STI CCC I' g•a· 2' O" l JAMES M. FOX. SE 1118 JAMES G. FOX, c-21~43 r>---R13 rR30 R13-- WJ\J\fVWVVW\J\!\JVWW..Jf.!\NVW\J\M NV\f\M)\ ~'---5/8" 1Yf'E X DRYWAL~ ,__ _ __, ' ' ' L 1·0" I 1·11" LJ 1r'O." SECTION VIEW ,. 0·"1 t T 11• 0·11 SCALE 1/4'' = 1' TABLE 23-ff.B..1--NAIUNG SCHEDULE CONNECTION L Joist tD sill orgirdeT. toenail 2. Bridging to joist. toenail c.i.ch end 3. I" x 6" (25 mm x 152 mm)subfloororless to eadljom. face nail 4. WtderthanJ" X 6"(25mm X 152rnm)subfloortocachjoisl.facenail 5. 2"' (SI mm)subfloortojoist or gilder. blind and lace nail 6. Sole plar.e to joist or blocking. iypical face nail Sok plate 10 joist or blockini, m braced w.ill ~els 7. Top plate to stud.CAd nail 8. Stud to sole plate 9. Dmbk: studs, face nail II. BloddDJ between_joisls or rafters tot-Op plate. toenail 12. Rim joist to lop pla, loaiail 13. Top plates. laps mid intencctions. face nail !4. Comtin.ll8U5 header. two pieces 15. Ccilling joms lo pbte. toenail 16. Comtinuousbeadutostud. toenail 17. Ceillingjoists, lapsoverpartiliom. faoe r:iail ltl. Ccittia:joists to par.a!Jcl rafters. face n::iil 19. Rafteno plate. toenail 20. i" (2S mm) brace to each stud ;md plate.. face: nail 21. 1· x 8"(25mm x 203mmlsheadringorlcsstoeacbbcaring.f:acenai1 22. W-ldcrtbm I" x 8"{2S mm x 203 mm)shcaihing tocachbcaring.fro:nai! 2-8d 2-8d 3-8d 1-16d 16d ai 16• (-406 mm) o.c. 3-16d per J6" {406 mm) 2-16d 4-&d. toen:l.il or2-16d.. end nail 16d a124• (610mm) o.c. 16dlll 16" (406 mm)o.c. 8-16d 3-Sd 8d at6• {152 mm) o.c. 2-16d 16d at 16" ( 406 mm) o.c. alQtJg each edge J-8d 4-Sd 3-16d 3-Sd 2-Sd 2-ad 3-Sd 23. Built-up comer studs 24. Built-up girder and beams 2S. 2" (51 mm}pbnb 16d at24"' (6l0mm}o..c. 20dat 32" {813 mmJ o.c. at top DDdboruxnand stagg,:red 2-20d.;ucndsand at each splice 26. Wood structural panels and partkleboonfl: Subffoorand wall sheathing(toframing): IJ-." ( 12.7 mm> and less 1'i/n".3t~· Ui mm-19 mm) 71,•.i-(22 mm-2S mml 1111·-111..i.--(29 mm-32-mmJ CCombirud:ion Sllbfloat◄odubjme.111 (to framing): ·1/4'' ( 19 Rllll} and less 711"-r (22 mm-2.SmmJ t1/s""-1 1/.t (29 mm-32 mm) 27. PameJ sidinf: {to fr.uning}:- 11i • c 1 :?. 7 mm) or lcss S4" (t6mmJ 28. Fiberboard shi:::lthing: 7 1'2"(12.7mmJ 29. lntmor paneling 11~" (6.4 mm) 3/s• (9.5 mm) 2-16d at each. beariog No, 11 ga.1 ... No. 16~11 No. llµ.11 .... No.16p.9 1C~ or box~ may be used Cllcept wtw:re otherwise: stared. 2N~spocc,d ~ 6 1rK:hcs-(152 mm) on~ m: edgi::!. 12 inches (JOS mm) :n intermediate suppoctS except 6 inches(l52 mm)~ all supports whi=re ~ are 48 :incbcs (1.19 mm) ormott.. Fornmhng of wood sttui::tu:ral pand and pattideboard"•~---andsbclr··-n--1_.__ "-•---~31'13 -d '315 • ""'·"· 3 rorwallsheathingmaybecommon.boxore.LSing.. _...""E'"'" ...... ~.'""''"''",,....~-··· ... -..... ,....,_.,. Commoo or deformed sh:lnk. "c __ 5Defonntd shank. rorrosian-t'ffl.stam: _sidiog occ,sing n:»Is confonning to the ~uirementli of ~ion 2304.3. F~ ~ 3 inclb (76 .mm>. on cmt,cr:u exterior edges and 6 inches ( 152 mm} on~ at intemiedian: supporu. SC:orros1on~t roofing nails with ?twi~er(I I mmJ~and 11/i-mch {38 mm} length for lfi-inch(ll.7 mm> mc:llhing lllK1 f3h•inch (44 mm l lengr~ for (.u•mch (20 In1!1l she:i~nn~ton!omnng to the n:qum:ments of Section 2304.3. 9co~ton~s1smnc staples wuh_ notmMI /16•t11Ch {l l mm) crown and 11/g-incli (29 mm) length for 1/-,..inch ( 12.7 mm) sheathing m,d 1 'h-inch (38 mm) length 1 fCN" /32-1nch (20 m~) sheathing conform~; to the requin::ncrus-of~~ 2304-3. . -- Opnnd supports .ii 16 inches {40(:i mm) (20 inches (508 mm) 1r strength :ws m 1hc long di~ion of the panel unless o!hctwise marked]. C,.;:i..<;;ing. or finish nails spaced 6 mchcs(fi2 mm)on ~ edges_ 12 inches (305 mm) a1 intermediate supports. 11 P:md supports al 24 inches (610 mm). Uls-ing or finish nails s~ 6 inches ( 152 IMl) on pmiel edg.oes.. 12 inches ( 305 mmt ru: i!llennedi3tc supports. TABLE 23-11-8-2-WOOD STRUCTURAL PANEL ROOF SHEA111TNG NAILING SctfEDUu:1 AOOFF...,._ ' I ' I ffltetllngSr:hedula (tndMII on cef\ts1 ...., -..... ......,._LOCAllON .: 25.4formrn Greater than 90 mph{l45 ··-Pnneicdges3 6 6 km/h) Panel fu:ld' 6 6 Grea.terlhan 80 mph {129 Sdcommoo P::Jeel edgcs1 6 6 kmlh)to 90mph (l-45 km'h} Prutel fidd 12 • 80 mph (129 km/h} M less """""'""" Panel== 6 6 Panel field 12 " I Applies only to me.111 roof heights up lo 35 feet ( 10 700 mm). For mean roof heights over 35 feet ( 10 700 mml. l~ nailing sh:lll be~- 2Toe roof fastening tones are shown below: OWNER 3 •• 6· 4 6 ~ 12 EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAPIN AVE. CDP 02-35/SDU 02-14 - CARLSBAD, CA. HENDRIX SECOND DWELLING UNIT (760) 730-9866 23'7'' Case No. CITY OF CARLS RAD Plrtnning Commission ------~ JOB NO, 3 -SHEET~ MINIMUM CONSTRUCTION REQUIREMENTS . FOYNJMDON & UNPEBfLQQB - C<>nc::-SVOnglh: Concrete let footings muat ha,,.• min. a,mpreaaiw sb'onglh of 2500 psi at 28 clays, UNLeSS NOTED OTHERWISE ON 1HESE PLANS, ,ind composed ol 1 part <:omon1, 2-1/2 paili .. nd, 3-1/2 parts of 314" """' size tock with not moni 1han 7 gallona ofwatsr per saa of c:oment Wood and e.rtll Separation: F-tlons iUPPQllinQ wood must-at least 6" abovo tho adjacent finish grade._ Provide 1 e• Cf clearance under wood joists and 12'" clearance under wood girdera which are nol -• lnla!ad. . . C<>n-St.i>s: Slal>s on grade mustl>o at leall S-1/T thick. TnJated WOod: All fQUMation plates or fitls and aleepet1 on eonaeta ar masonry whieh is in direct contact wil/1 .. '111 must be --wood or foundalion grado redwood. Wood joists closer 1118n 18", or woo,f -orlUIJP()!!sclolorthan 12"to1hagrouoci, mustbepresaura tn181ad. Anchor 8"1to &.Footing• Silla: All 1111> fflUII haw f\llt bearing on the looting wall or slab and must be boU6d '. ID Iha faundallon'Mtlt 5/8" nomlnat dianleuir -boll.a .-ad at leul r Into tttil ooncrete or,_' maoonryor 15" Into UMlirilorce<IQl00104muon,y. Bolll mustbe lP"C<>Clnot to excoe4S' on~. Tom,, · mu$! be 2 bOIIS per~ with boll> not,,.,., 12' from cart end of sills. Underfloor V.nta: Underfloor areu mull b9 ventilated by openings in foundation walls. WaU operungs must - hal(ll a.natarea of notlealhall 1 ""ltloreach 150 ,iq 1tol ""'""1loor-. Opanlnga must1>o aaanged to , provide cro .. ventlla!l0as and muat l>e coY818<1 "'th corrollon rasistant \W'8 mesh wll/1 openings cf 1/4" dimension. · undanloor •:cess• !Jndedloot areaa--must. ba pro:vide,d. with an. unobsr!uct&d. cra'Nl hole-net. less. than 1.a~ x. 24", Opening• muat be eff<ocUvely 1Crtoned or covered. WQQP fBAMlNG Lumber: All Joills, raftsrs, l>aam5, ond PoSIS 'Z' ID 4" l!lick must be No. 2 Grade Douglas Fir-Larch or better. ' All posts and peamI thlckei the.n.5"-must be No. 1 GraQa Douglas Fir.tan:h or better, unlos& noted -~Sl\/tmlor-~ Wall &-.Gfng: Every BXterior wood stud waU and main crou partitions must be braced at eacn end and at loaol ove,y ;25' in length wilt, 1.lol cliogooa! 181-ln l>nlOH or oqulWlent -~I Suppom l'l~]ollt8"'111-FlltM..,,..1hon 10" Jn-4epll,-and IPOMlnll-ino,e lhan s• must be supported ....-ally by bridging ar aolld blcckinQ at lnlelv&ls not~ 8'. l!lool<lng: Pro>id& b!ooking Iii ona, al auworts of ffoor jola!s, and for raftors at"'"""°' walls. Root Blooklog: .._2" ll.illdOP111•oll<ll>kl<kl!ll>aifictlalin•-Iii ---on...-roof. Double Joi~: Flqor joist.I mutt be double<f.unaer beartng partitions running p.aral!el with the j0i$t$. Raltar Purtln Bro-, PUlln lxacel ihd be not -lhan 4S deg,_ IO the hOlizOI al. RallorT!OI: Raller Twumnt be 1paoed nouno.,1han-4' on ---end <>iiling joists are ·not pa,$!. . Cl•u-anca:.Provide tf.l" min. de.aranc:e between top plate of Interior n~aling pc..,utions and bottom Chord cf-. Top Plate: Provide dooble top p1e1a wllh niln. ◄ll" ovenap fl)lice. Nailing: Nailing a11an 11o 1n """'Plillnoo with uac Table 2:.-1-0. flffl-: f'!Rtll\CICl<ll·llllffl·bepo,>ided MWlllll,-celllngt, Jloor levoil C1ll-led·spaces at 10' on c:ente, hQriz0nlally, Siudo, In ono ..r.:Hwo •""Y buildi/111&, ,studo for ax1sriar walls and interior bearing walls must be not 1 .. , lhan2"4 at'\e"'on-__ Studs lor-~partltionsmoybe·.2><3 at 18" on center. s,,,m;r to4' lhiok, 'Z'lo 4' -one! not men titan S' long muat be 'l!Ud~' Cougla Flf.l.an:h or bellorwhan supporting na1.-111on --ond •--~for bearing walls fflUII not-0<18' In height. GENERAL lfAIERlAL spECfftcATIONS . . . Mortar Mix: Mortar to be uaed for ttie conitructiOO of m6$00,Y waUs, fol.lndatiOn walls, and retatrang wall& must ba 1800 psi min. and may COOlist of: 1 part Poru.nd c;ement, 3-112 pal1S &and, and 114 part.hydrated iime-orume putty. PtMUe cemuntma)' DQ: uJed with 1 part plastic l;80'lent to 2•114 pans to 3 parti sand. Gr041t Mia: The mix for1he grout may be 1 part Port1and cement, 3 parts sand, 1/10 part hydrated: ume or lime putty, t to 2 pam pea gravel (318" max.) Water added to pouring consistency without iegregation of -grout -c:onstiw1Snts, MaliOnry: Toe masonry 1.mits must comply with ASTM Spec. C90-75 Grade N for hol1ow WUl concrete b10CkS. Structural Steel: Steel UJed a& $UUCtUrai $hapes sueh. as wide flange soctions. channeis, plates.,. and angles. n,yst comJllY with AS'TM Spec. A-38. Pipe CQIU111N must comp!y Wilh ASTM Speo. A-53. ROQFING ANO WEAJHERPROOANG w000 •Siding: AU wood .slcting-must be placed over an approl/8d westh&r resistant barrier. flnhing around Opening: Every opening in ari1 extel'iOrwall must be flaihed with sheet metal or waterproof bullding pt1per. Ruot CovelinQ: Minera1 surfaced built up roofing must net be initailad on roof having a pitch greater than 3 inch$$ t.o 12 ind18$. The folJ~ are min, pitcitaa: Ccmpasition ~I~ min. 2 ~~ in 1~ inches_: wood shinglei, min. 3 inchaa in 12 lf"Cl\ea; wood shakes, min. 4 lnd'lN m 12 tnches_; f00f1ng tile, min 2·1'2 tnchias in 12·1tlehe$; -aayorconcnne rooting, 2·1'2 lnchei In. 12 lnc.nei. Wood 6hlnglei-or wOOd fflak.8$ must oe pressure unpregnatad with chemicals 10 Obt81n a Ctasl5-A rating. W60p Screed: A weeps.creed must be provided at the foundation plate limt for au we.itner r,xpoied. eAenC; . $tud walls t1rlistted' an the exieriCr \\4th swcco. GENERAL Attic~: Allie areas over SO" high must be aceentbla by an opening not let$$ tnan 22" x 30". With a tumaOJ in th@ attic, the opening m~t b8 not lei$ than 30" x 3€r . Showor Enck>&ur..: Shower walls must bo linlshod IQ a heiQhl of 70" ...,..,. the drain inlet wi1h • smoom. hard", non abiOrbent aurtace. AU glaS& enQOiUfel. at tub or shOW&r Shall be of tempered safety gtass. Gluing: Glazing W.thin a 24" arc of eiUler \JertiQI!. edge of a doot in do~ position al'IO IH$ than 60g aDOve a walking swfaC& &hal.l be safety gJazing. Eie-etric: All convenience outlets in a bathroom, at a kitchen counter Within 6' of the iink, outdaors, and 1n garages (except for laundry am! a.imilar e,quiprnettl) lhaJI bi GFI protected. 'GENERAL NOTES wrnten-Q4tnenROOS malt takB 1,N80&ds1.ce over sealed dimensions and 8hal1 be wrified on the Job Site. Any di~crepancy shat! be brOugl'lt to Iha attention of ~ Plans prie>r ta commancemi.mt of work, Contractor to. wrify iJi. field condilions arut site: ~ents ihown on these plans notifi(;le1 immediately of any discrepancy or area of contusion. 1n case o1 contlic:t, .notes .and. -specifications ·on'detaiti and drawing& shaU take preceoence o-.,er tne General Notes or Minimum Ccnwuction Requirements and over standaid details. Where M construction details are shown, details ihaU be the same e.s tor other simiiar week. AO new plumbing shaU be in compliance with the latest app11cac:e eodes-and ordinances. Elaancal wort(. ma!t-be-tnsianed as·pe:r-the idttlit edition Of tne National Bec:trical Code and tne Uniform Building COda. Ail requii:eman'-S-of dl& Titw-~4 Ene1'QY Code" shall·tm incorponlt8Ci' vno CQnitrudiQn, &i ~ by Ille anaaied CF1..fl -Mandatoly Meuuras forms. CONTRACTOR SHEU VERIFY All DIMENSIQN, ELEVATION AND CONDITIONS AND RPORT ANY DISCREPANCIS TO THE ENGINEER FOR INlEIIPRETATION AND C0RRECTIOli ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO LATEST EDmON UNJFORM BUILDING CODE ADOPTED av '!HE CITY OF' . . OF'THE ALL FOOTINGS EXCAVATION, FORMS ANO REINFORCEMENT SHALL BE INSPECTED AND APPROVED PRIOR TO THE PLACEMENT OF ANY CONCRETE. TYPE V CEMENTE WITH 2500 p S I MIN NO SPECIAL 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 '2 OR BETTER AND GRADE STAMPED. ALL EXTERIOR PLYWOOD SHALL BE BONDED BY EXTERIOR GLUE. All FRAMING HARDWARE AND CONNECTORS (STRAPS,HANGERS, ECT.) SHALL BE SIMPSON-STRONG TIE OR EQUAL, WITH AN 1.C.8,O. APPROVAL, ALL CONSTRUCTION PER UNIFORM BUILDING CODE. 1999 EDmON ALL ELECTRICAL PER THE NATIONAL ELECTRICAL CODE. 1999 EDITION. ALL PLUMBING PER THE UNIFORM PLUMBlNG CODE. 1999 EDmON. ALL GLAZING TO BE DUAL PANE. NEW EXTERIOR SLIDING DOORS TO BR DUAL PANE WITH 75% UV VALUE. ALL GLAZING WITH IN 18" OF FINISHED FLOOR WILL BE TEMPERED GLASS. SMOKE DETECTORS TO BE INSTALLED IN EACH SLEEPING ROOM AND HALLWAYS MUST BE HARD WlREO WITH BATTERY BACKUP IN CONSlRIJCTlON. BATTERY POWER MA y BE USED lN EXJSTING DWELLING. , DATAPWIM'T N7631J6 ABBREVIATIONS A/C AIR CONDITIONING lD INSlDE DJHENSIONS AWM AWMlNUM INS JNSULAT\ON AVG AVERAGE INT INTERlOR BU.: BLOCK LPM l.AMINATED Cl CASTIIWN MAX M"v(IMLJM CJ CE/UNG JOIST MIN MINIMUM CIR =urr (N) NE'W Cl. CENTERLINE NA NOT APPUCAB!.E C!..O C!..OSET NAT NATUl'AL- <;OMP COMPOSITION NOM NOMINAi- CCNC CONCRETE NR NOTREQUIREO DSLE DOUBLE NTS NOTTO SCALE DET DETAIL 085 06SCURe DLA DIAl"1E'TER oc ONceN'T'ER DIM DIMENSION OD OVTSIOe' DIMENSION DN DOWN PG · PAINT GRADE DW Di<?'rWAU. Pl PANEL.INDEX DS DOWNSPOUT REBAR REJNFORCING 6AR (E) E>OSTING REF REFRIGERATOR EA EACH REV REVISION cL..EC E!ECTRIC(Al.) RO ROUG;H OPENING ELEV ELEVATION RR ROOF RAFTERS EN ENDNAJL SC SOLID CORE EW EACHWAY SEC SEC'llON EXT EXTERIOR SEP sePARATE FIN FINISH SG STAING/lADE FG ASl=RGLASS SPECS SPECIF'lCA TIONS FJ FINGER JOINT 5QFT SQIARE.FOOT F0 FlNlSHOPENlNG TEMP ~GI.ASS GA GAUGE TS TUBULAR STEa. GAJ..V SAI..VANJZED T'fP 'IYPl<::AL GFCl.GFIC GROUND FAUL.T T II. B TOP AND BOTTOM iNTEl<RUPT uec UNIFORM SUll..DiNG GYBBRD GYPSUM BOARD = HB HOSE SIB UNO UNLESS OTHeRWlSE HC HOU.OWCOl<E NOTED HDW HAAD'WAAE V VOLT H0R!Z HORIZONTAL. VERT VERTlCAI.. KT HEIGHT we WATER CLOSET ICEIO !NTL. CONFERENa! OF WI WROUGHT IRON BU1I.DlNG CFAC!Al..S WP WATERPl<OOF . SYMBOLS , . ... db no VOLT OUTWIT ::f. Swn'CH d) Oun.eTw/ 1/2 5\W!TCHW P:j; ~SWi1TCH i '22Q VOLTOUTI.Er 3:f 3 WAY S\.VflTCH ~f1db Ounnw/~P:,'1,,LJ!...T +:;Ii 4 WAY SWITTCH INT"""'-JPT 0 s- !::,. TEUSPHONe...c>< D 5t,oa 0eIBCT02, e.a.TTE5lY + l-kSHT OLJTL.Ei, CEll...lNG [!J St-,oK,E Dl=leCTOR,HA.Ji'.D ~ -4'-LGHT Ol.JTl.E;T, WAW-ltl DooR eeu,. BUTTON @ Rsc:es~ C,AN UG+'\T 1..-t 1V-""'K ❖ !.-0\W VOLTAGE LIGHT • G~ DOOR 6LJTTON 'v FL.oooUGHT -6-i<sG<sTcR. WAU. n:>uNTEO + FUJO~Wf F!XTI,JRE --&-Fwo~ I.JGHT B i<eG!STcR. CE1..INO> MOUNraO () t=»W,IST FAN, .5AJR CHANSesfHO<J~ 11'!1 ~ l'JR. W.AU.. MOUNTW 4 F,....;U<.iHT C:OMSO UNIT In TH6i1"105TAT 8060 • w If LI •---c:c»r!".~Tilt ~ I ~ "Ei •Ne 2" LA'l'eR CJft 1,4,NO ,.,,., t.ee ◄ • ..._ TeAT i=A. '"1L1/HN NC 114 ~ AT i,ta• G.c;.. 1"1'1". C.ONTINUES FOOTIN6 ~nn::11> 9teM JIAU. HOLD DO~N EXISTING ~EXl5TING DBL .t 2X4 f'LATI: EXl5TiHG STUDS~ • • • "-'4 AT ICILDClllfi """"""-""""" NEW 5TG236 NEW DBL 2X4 CONT. f'lATE -.. ~NEW sruos-... '" :t • ~-~ T&~ -~J1ea •>I! C.ONTINUES FOOTIN6 PL YVD.. RCIJF" SHTG. con. BUC'G. EAVE DETAIL 318" 5Tlff, EA 5JDE Of MB, -4" a.R. N'A"-.T 3 !/2" SQ X 315• WA5tt PL ./:__4X4 //HDeA ✓ /7/8" 0 M.B. fXIST 4X ! 0 CONT PLATE SPLICE 11 CHANNEL TO BEAM 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 11111 JAMES G. FOX. C-l!Hl43 2 '"1 • l=tll=ilS I PAD FOOTIN6 l!Jt. AT l"L. .....,_ ~~ EXIST. CONT. f0011NG NEW PAD FOOTING - I=-· I' ......-i::=ITT II ,,JP -~--... ........._ P"l,..AH T'l"P". • 9 SHEAR TRANSFER (f) WALL TO BE = 2X45TUD WOODFIU 4X!OCONT 1-!/8" ElIT. GRD. T-tG PLWt'D C60;'4B) e.c. FACE. NEW4X8@45'"0/C JOIST HAAGER • ii ◄"NOM.,:ctlC..tlLMI "'-""' TO-_. -------, J.1--------_,. ___ _ " l=I •• :=16'MIN.J--6TQllt'I" •• MIH, 2-tin::RY +-+-=~----' I NE~ TO 6ARA6E FOOTIN6 r''.'UNDRYNAJm-lG ~ 8'5 CONT. 6U::..'G----,,_ '::i., A.35f' AT 24" O.C. PLYWOOD R.OOf 5ITTG. 2X8 R,OCF RAFTERS AT JG"O.C. 5l0Ff' 2'<10 eASOA ----,~& ,-------"'--- CONT. DBL. e>t6 PL.ATE 2X65TUOSAT if:"O.C. BALLOON FRAMIN6 51MPSOH ./M5T 172 ENO 4X4 4 ~'T'N>. ~----.:::;rnrr-_ ........ .,... co.lM< ::::=-',~j....1-,. _______ _ IO"' ,c !1/4" X IQ" ~ PU.ff., ~p TO c:o.... • eeaJIIE:II TQ ~TAl. P4/ ◄-5.'◄• DIA. XIO"'A.Zl.. r.....,.. l:Tda.COIC.~ALW .... ~~. -0Tle5AT12"0r,. "[J... _____ ii~--!_i ____ ,~~~ • ____ , ___ Jb,,,.Jj ____ ~----• l ◄'-O-!O.~.,,,,,.....JleDA,lteca, l FLA6 POLE 5 4XIO CONT 'l/2' l/4''X/YXI 1~veKJ;T- T5 IOX4Xl/2 {5) -f'LAC['.5 i ,. ~ + + + BASEF'cATE~ IO"X4'Xl/2"T.5. 8 COLUMN TO BEAM 10 -- 1v.rxr =::-TOI"' ~==== lr.t"XI/T'STl!:19... ~AT ◄• OJ:,.. ~ AT T • IJ -iff--J I 11>'•x111-4"x IJ6A.Mm.1Wle AT5'◄"MAX.O.C.. t'll9.D' TO an,t. ll'L. • TOr:Dlt.~ltML I" X 114" c;cNr. '5Tm,. BAIi ~ TO P'QIOT& D-:,c:wll,"lC&" IIMM!! IIL PC1D TO fmT '-Fd!a~ ,.,=bd!= 12 CANNEL TO JOIST 19 PLATE TO HEADER 14 GUARD RAIL 15 OWNER EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAPIN AVE. CARLSBAD, CA. . (760) 730-9866 CDP 02-35/SDU 02-14 - HENDRIX SECOND DWELLING UNIT Case No. CITY OF CARI.SB!\D Plrinning Commission --~---- JOB NO, SHEET 4 5 " ' " ' " t • , " -'''"""' \ litFtR 10 Q"100 SIU?9:tl C:Qt£1Cf1 CA~ftRSSli~Mlt """"""'""""""' \ . • • . . •·. J.l..:iT,_I...!_ I:-,: • • • • I l . .-. ··_t·._. -111=t=.. • • ~ _fDRSSlB . . . . ==I ' . . -::=a,--;====-====,......; • • • ~ ~ • • -1-, -r· GARAGE HE'J.DER ROUCH Of'ENING MDCKT ,--+~.....;·-"', . -• • • . . S'li!t6x7-fflD fi I ..,,.., .... .. 7"-(J" 7'-0 1/2" ,._"" Sfflth'1--£HD -,VOffRS) ...,,.,_. -r' 1·-1• 7"-t t/2.0 SWl&:B"-f.l-lD .. 8'--0" 8'-0 1/2:' ....,,.._.. $'H1 .,.,---6HD -r' SW)1"'8-6 tr-1· s·-1 1/2~ • 1/2.. SHM PR0\1DEO wm-1 WlllL • $'RE-JffSTn.u:o-+--t--t➔1tA;;;i.OO'E 7--. /, HOQ8 HOI..OOWH ( -}_fu. ~ 5/B"'t :,c 1:r HJ ~ COOCRETE • SS1S PER ocrM.. - > I ' ' AT 1-CEMlER, f1ElD HAIL 'J>-mU SHEATHIHO >HO MEl'H. STRIP WOll 10d COMWOH NAILS 1:$ 16d SINKERS IJ f.OtAT10NS MAAKED B't PNNrED OOfS ' . ;-,._ PERNE1iR MEfM. U-o,w,t,m. y 1/T' !HIM IS F'RIMDED wmt W...U., WT IS HOT R£CIOlftED -,..i. l!llii.. POSmON HfAOER Fl.LISK ~ ~WAl,j_ """'""'· I US£ )/s PCrWOOO/OSB SHIW I.Hl£R stAAP WHa4 HFMlER IS 3-1/8 GlB ~ - . ' . I FlEU) HM. IO;o S1RAP TO POST& t£IGR WlfH {10) tOd COMMON NA1tS OFI: (10) 16d S1Nt<al 1WLS AT TOP ~ BPTfOM ' Of EACH srRAP. ' . :-,.Ill 1.DfG'1H WRa\GE t£ADER {tll'!.JGN SY OTHERS) Mll:411.M.1 sm; SHAlL BE: 4!!l2Dn. J 1/.2: 11: 11 7/8"' PNW.I../IM PSt. J 1/2 11 11 1/ti' 'YN8£RS1lW,IO {I.SE) 3 1i"6 X 12 Q.8 l .--3/8 SHIM Al 3 t/f{' GlB S££ OCT. -4 .... 10 911. SIRAP-SEE D£1'. @ SIIPJJHING 10 =--iH:□ "'oo.@ ~ ~ ~TOP PlAES or STROHG-M1. i------------,--------~--+----------------------.--+-------'---------------r---+-------------------.--+-------------------,---1 I 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION / 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION I 5 SSTB ANCHORAGE --t--------------------'---'-----------'-----------'---l------------------'----t~------,-------------~-----1 FUl.L lmGtH G'NUltlt HUDER -----(telGN ilY OlHERS) MINIMUM SI2I SHAll fl£· .. ,, OR 5 1/8 :,: 12 Q.S OR 5 1/4 it 11 7/& PNW.l>M PSl \ ""1 1t"'1i"_,-/--t-1--10 go. STIW'-Sll: "''· @ '\-... SH£ATKNG TO &.fEl>l'lOlER--·U SILDET.@ - S0$1/-4•,.&9 SCREWS _.....,,V_ ----;:- 5.75" PORTAL WALL SECTION 6 ' i 10 12 SCA.LE ---=: PftAWN PY JfrJ ShGt£ PORfAL. SYSm.t I 7/8* (1¥X) £IA. HOLE ~HOL(IN ' SINGLE & DOUBLE PORTAL ASSEMBLY I 7 SINGLE PORT AL ASSEMBLY 8 16" & 22" PORTAL WALL OPENINGS I 9 I 11 . I 13 - EMBED LINE AT lW OF - SWTI INTERIOR TEMPI.ATE (FOR 2x4 ABOVE CONCRETE) . • ~ • --r-, ...... -"""""" ' lfJTE, REl"ER l'U TI£ l;lJRROtl tDPS0t aHfECT(R CATAL.00 nlR TOf>LATt SEUI.:TlOll Cf-11\RT, .,. SWT EXTERIOR TEMPLATE (FOR 2, FORM 80ARDS} SWTPF TEMPLATE ' (FOR PL'l'WOOD PANEl FORMS) STRONG-WALL TEMPLATES I 14 ,nm ALL NE.ttsSART HARWARE.. rm PAND.. INSTALLATillH, rs PRE-ATTACl-£D [fl: PRDVDlOI, ~ l1JR TEMPLATE. (!tin ANCKlR .Bat..1$. l'ULL LENuTH GARAG( HEADER (DESIGN BY OTHERS) VITH HINIMUH SIZE AS SHD'w'N ctlDETSL6 GAJW;[ HEADER ROUCH OPEMtHa HE'.!CKT • CURS w ...... Sfl't lllx7--4HD .. ,. ..,,. 7'-0 1/'l .. sw,o,a--4 SW1h.7-6HD SW2b:7➔ 7' 7"-1· T-1 ,,,,. SWltbll-4HD ,. .,...,,. 8'-0 1/2" SW22xll4 SW1h&-6HD ,. e'-1" a•-1 ,12 .. =-• • 1/r SHU: PRCWD£D wmt WAll. -8 % ~ z is !!; " 5 " "' I % I!! < 1'! """" ...... _, .,_,. -· --... ... T .. """"". 18.{f E~ -·-..... ,_ " ,. • """''"" ,_,,.. ..,.., .... .. ,. ..,, ---11- ,..,.. ......... , . .. • e-cosv-,...,.. ....... .. .. .,, IMOl!i:1/-.._. ~~ n ,. • ,o-SO$ ,,_ %~Ph ~ " ,. = -t0-111!!11/-...,... ......... .. .. • 10--SZlS 1/'d ,-,,r, ........ " .. .,. ~,,_ ... ,,.. n -· v ,......, ~-...... --........ ,.....,. ,...,.,. PORTAL WALL SPECIFICATIONS FOX ENGINEERING -~ .. '" .. "' m "' .. , .. 15 I NC. 1. STRONG-WAU. IS MANUFACTI.IRED AND TR>.l)EM.ARKEO 8l' "SJlrlPSON STRONG-TI£ COMPANY, INC.•. HOME Off1CE ~ 120 DUBLIN Bt'IO.. #~OO DUBLIN. CA 94568 TEL {800) 999--5099, FAX, (925) 875-08:W "SIMPSON STRONG-TIE COMPANY, INC." fS AN ISO 9001 Rf:.GtSIEREO COMPANY. 2. INST"'-'ATION Of PRODUCT SHALL BE DONE ;TM,cr CONfOl™ANCE TO THESE DRAWINGS ANO THE SIRONG-WALL"~,J.;t;(i:imoN GUIDE. T-SWGUIDE MO!l!FICAl!ONS TO 1I-J1S PROll\JCT "'10 ASSOC,,_TED SYSTEMS OR CHANGES IN THE INSTM.1.ATION METHODS SHOWN ON THESE ORAWtNCS AND 1H£ INSTAU.ATION GUIDE SHOuw ONLY BE MADE ~ A QUAllAEO ARCHrrEC.'T, CML. OR STRUCWRAL ENGINEER. THE PERf'ORw.N<:E OF SUCH MOOtfllD PRODUCTS OR ALTERED INSTAllATION Pr«)CEDUR£S IS lHE SOLE RESPONSIB!UJY OF THE DESIGNER REFER iO 1.C.B.O. PFC-5485 FOR RJR!liER JNfORMAllON. J. ll-lE CONm'tCTOR SJ-W..L VERWY Ml. DlMENSIONS, CONomoNS, EUVAtlONS. ETC. PRIOR TO INSTAUATION OF AiiY COMPONENTS FOR TI-lE STRONG-Wfil SYSTD.l lF Am DlSCREPa!>.HC!ES ARE FOUND, THO' SHALL BE BROUGHT TO TI-IE ATTENTION Of THE PROJECT ARCHITECT~ PROJECT ENGINEER OR BUILDING DESIGfffR FOR Cl.ARIFIO\TION PRJ0R TO CONSmUCTJON.. 4. THE CONTPACTOR S1--W.L VERlfY 1HE POSITION Of THE SlRONG-WALL IN RElATION TO ntE REST Of 1HE 8UILDING S."YSTEW AS SHOWN ON iHE PROJECT ORAWtNGS. 5. USE OF TH5 PROWC'f IS SUBJECT TO THE APPROVAL OF lHE LOCAL BUILDING OFFlCW.. 6. THE BUl!.lllNC STIWCTURE SHI\U. 9£ OESICNED .. ACCOROANC£ wm-t TH£ LATEST ADOPTED VERSION Of THE UNlFORM BUllOING COOE AND Nff OTHER LOCAL. STAlE OR F£DERA1. REQUIREMENTS THAT MAY APA..Y, VERIFY DfSfGN: REOlAREJ.EIJS Wffi4 lHE l.OC.tL BUll.OINC !lEPARTMEIII'. 7. THIS PRODUCT IS PART OF lHE OVERALL LATERAL F"ORCE RES!SllNG SYSTEM Of THE SIRUCTURE. DESIGN Of TH£ BUUJING'S lATERAL FORCE RESSiNO SYSTEM, tNCUJDfNG A COMPLETE LOAD PAIB NECESSARY 10 TRANSfER lATERAI.. FORCES FROM TH£ STRUCTURf TO TIIE GRO\IIIO, IS THE RESPONSIBIU1Y Of THE DESIGNER. 8. SIMPSON STROIIG--Tlf COMPANY, INC. R£SERY£S THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS AND MOOEl.$ W1lHOUT lllITT:E OR l.lASIUIY FOR SUCH CHA>1GES. 9. MJ.. HARDWARE au.ED our IS SIMPSON STRONG-TIE. NOTES JAMES M. FOX. SE SUI I 16 JAMES M. FOX, STRUCTURAL ENGINEER JAMES G. FOX, CIVIL ENGINEER 773-0347 86 t -8238 JAMES G. FOX, c-21543 8060 TELEGRAPH RD. DOWNEY, CALIF, DA.TA~IUNT N76306 d = 30 ,..: = ~i -= 0... = • 8 5~ mN ~ a» ~•i I c..;, ~ ~ ,: = w~1 -V, [;< •• z• ~ ~i( 0 -v-, wg§ a.. ~lf' :::,; V, :c :.:i • • i ~ • "' • 11. ., • • ....... S.11. ' DATI Ot/~1/01 """"' NOSC.W: = RA• J.G. SWP Ol' """""' OWNER EDWARD A. HENDRIX & JILL HENDRIX 470 CHINQUAP!N AVE. CARLSBAD, CA. (760) 730-9866 CDP 02-35/SDU 02-14 - HENDRIX SECOND DWELLING UNIT CITY OF CARLSBAD Pla1111ing Colllmission JOB NO, SHEET