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3 <1. no cwwces ARE TO SE was on mas: PLANS WITHOUT THE KNOWLEDGE on couszm or THE ARCHlTECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON. * Z
2. PLANS FOR SWLE FAMILY DNELLINGS AND DUPLEXE ARE NOT CHEIKED FDR PLUMBWG. MECHANICAL AND ELIITRICAL CODE COMPLIANCE. THESE DISCIPLINE ARE SUBJECT TO FlE.D B E
XNPEGIION. & AND E. EAST. ENTRY JAN. JANITOR RA. REFURN AIR xx @ Q
5. No FFAMING or ANY me To 3: CONCEALED PRIOR TO mspzcnou av GENERNING AGENCIES. 9 2.’r‘G'-E EQERNSION JOINT Rog’, DRAIN xx BUILDING CROSS‘-SECTION I * T_l N 0
4. REFERENCES ro ANY DETAIL on nmumss IS ron cowamzncc omx AND DOES NOT LIMIT ms APPLICATION or sucu usual. on onwums. S CENTERLINE EL. §LEvATIoN .D.L. ROOF DRAIN LEADER
5. muausums AS mmwm ARE THE DIMENSIONS to as usa: ran cousmucnou. Do NOT sen: olwumcs. nmznsuous mu oounmons AT THE JOB snz smu. as VERIFIED av ALL E{€,;‘pEg§§,c%EA§°UND §tE\%¥$% Kn‘ KWCHEN Egg-$1. §E§$§,I$fiLE
c . rr Is THE RESFDNSIB THE zxmmz ALL THE couomous PRIOR TO suamnmo suns TO THE OWNER smcr: PROPOSALS Must ‘rm: mo POUND OR NUMBER ' : - DETAILCONSIDERATION AIJ. sucn DISCREPANCIES in ‘ms DRAWINGS an BEWIEEN THE L FIELD connmous SHILL BE REPORTED TO THE ARCHITECT AND TO THE mmzn. EMER- ';MERGF-NCY L. IJNEN REE REFERENCE 2CORRECTED nnmmcs or msmucnous SHALL as ISSUED BY 11-1: ARCHITECT PRIOR TO ma INSTALLATION OF ANY woax. AIJ. muzusxous ARE TO BE Roucn unuass OYHERWISE NOTED. PLATE. PROPERTY LINE ENCL. :NCLOSURE L_A_ [_ANDgc,qpED AREA REFR. REFRIGERATOR
5. ALL wonx. cousnzucnou AND wmnms sum comm wlm AU. PROVISIONS or THE BUILDING coo: mo wrm ormaa RULES. nesuwnous mu onummcss swanumc m: was or A5 ANCHOR BOLT E‘P' ‘meme PANEL wj[fi1‘1TE°RY §Ef§}§3§,'§;E,,.ENT *
88fi§L"c‘%°E%'%«a:L' %?.:‘“.&a'L‘.§'?.‘2'éi%.’”é‘£ ?5:“c‘o°o'é‘»§3”?#E'”§m‘$“m%'§ °“rH":‘1‘p3‘p"L‘:A‘L'Lz°‘éE*€»:'s"s°H'}x'£‘L° .L‘éL¥;‘§"w”§+°.£‘u°?«J%“aE“S.7HE§‘T$“° 7”‘ °"”"‘ "'" ""°"”’"‘°"‘ °“ N5 NR CONDWONING Ea EGUAL LAV' umrorw REQD-' REQUIRED @ 5 A4 S I TE& G RAD I NG PLAN2013 cunmaun aunmmc none 201: cauronma nu: don: ' M3» ASPHALT CONCRETE EQPT. EQUIPMENT L55] POUNDS RESVL. RESlLIENT' D T B INTERIOR ELEVA-“ON
2013 cauroma In con: 2013 CALIFORNIA GREEN BUILDING STANDARDS Acous ACOUSTICAL Exs'r_ ExlsnNc L;-A LOAD FROM Aggy; RET. RETAIN(ING). RETURN2013 cmronnu PLUMBING coo: 2013 BUILDING ENERGY EFFlC1ENCY smmmns (sass) A_D_ AREA Damn EXH EXHAUST L H l_E,_—l- HAND Ru_ R M c *ma muronm Mzawvcu eon: ADH. Annaswe Expb_ EXPOSED Lg“,-_ LOCKER R.o. nous“ ammo L, A-2 l=lRsT 3 SECOND FLOOR PLAN
7. ‘rues: DRAWINGS no NOT comm THE NECSSARY COMPONENTS ron CONSTRUCTION wm. 254- EXT- EXTERDR LT. RW°- REDW°°D
a. commcmn smu. vemrv AND as RESPONSIBLE FOR ALL mumsmns AND caNnn1oNs on THE JOB mu SHALL NOTIFY 1H: ARCHITECT or ANY DISCREPANCIES IMMEDIATELY an-‘on: AL‘-r. ALTERNATE F, Fpxao um‘ LUMINOUS ROOM NUMBER -3!-A-5 %-°°“"‘"°'“° *"* “’°""- »;,°°- flgg§5El},ANEL FA. FIRE ALARM mm. uAwr:~A~c: 3-A §33,T,'f,, NR 5 H I G H CE I LIN G 8: ROOF PLAN
9. NOTE: rr rs THE ooM'rRM:roR‘s RESPDNSIHLITY To REVIEW ALI. sums or me consmucnou DOCUMENTS mu commons on SITE. QMROX APPROXIMATELY gkim‘ OUT MAS. MASONRY SIC: sour, CORE
10. THE csnzm. suunmc PERMIT mu PLAN cnzcv: sum. as sacunaa mo mo FOR av THE owuza. ALL omen PERMITS sum. as SECURED AND mo row av THE suscournwrmn ARCH. ARcHrrEc'nJRAL Fbrsi. FOUNDATION . 3-C-'1 55” °°VER WSPENSER ® CEILING HEIGHT (ABOVE F-F-) -X‘ A A
mmv "ESP°m'B'£' '53‘ “RN05 “'3' “RE ExT'"°”'s"'ER MAT‘ MATERW’ §coHED' sue DRAIN/SOAP DISPENSER 6 - EXTERIOR ELEVATIONS11. THE cwuzn MAY omn arm WORK on MAKE cnmczs av ALTERING. mom 1!) on uznucnnc mom ma WORK. THE comma suu BEING ADJUSTED AOCORDINGLY. 3% EEC‘ Q§gHE"GT'R“1f,“§'3”E“ CABNU MEDlclNE malnn SE5. SECBSJN
:2. ALL names SHALL. AT ALL was. KEEP THE PREMBES rm mom ccuuuumu or st: TERIALS on masts causzn mr mm on . 1' T E 00 PLEI1 or 1'HE F.H. T H MECH- MECHANlCN- 5”‘ HE (D _ALL RUBBISH. TOOLS. $<‘AFFOLD1NG. SURPLUS MATERIALS AND IIAVE 5n-IE .103 IN A snag: CLE"AAN couomou. H W K A N M ON WORK‘ REMOVE B. BROOM CLOSI-T. BATH rm, sH M343. mEl_MAI?_R.ANE snEE¥H,NG WINDOW SYMBOL 7 A 5 E ".1!" Q 3 E
13. ALL Exrr DOORS MUST as OPERABLE mom msm: wn'Hou1' THE us: or A m on Am spzcm. KNOIILEDGE. AND smu. NOT as LESS mm 33'' mo: mu mrr LES mm e'—a' Hum 33}. E2,‘§,'§EEN Ff‘ FLEJVJRENE fig.-R" MANuFAc1-URER SIM. SIMILAR 8 2 g :23
_ 0 ' ' M_H. MAN HQLE 5.J. SOFFIT JOIST — ‘ cn o§‘g§éf §§§§i£c”$ Ft$f°‘“- “%'.1'“° mg. WURM g-gk §;,;%sEs§I5;:sL @ D0oR SYMBOL 3 A-6 RE FLECTED C E I L I NG PLANS ggg $3
- FLUOR. FL ENT - ' ‘ —15. REMOVAL OF ANY CITY TREES REQUIRES PRIOR APPROVAL FROM LDCAL Gov!-:RNMEI~n’N. AGENCIB 5LKG_ al_ocKmc _o_c_ ACE OF CONCREI-E Ml5c_ MlscEl_l_ANEou5 9- II: o_ J’ ,3
1s. gynrénnzv (mo gzgnggfivmnfsps no.3 givcéaugsx lifisnnmm gwv AS REQUIRED BY use on umuncruazn snzcsnamous PLUS ADDMONAL 12' wxxuunuu ran w/saw Annesron. mavm: Sgt WHOM Egg: FACE (8: gig: ui.?s'_ ’,:3S5gl%m °PEN'N° 5-,-,__‘ 5153 - 9 A-7 S 5 pg
LE‘ " E “C” 5 BR. BEDROOM p.o_M ace or msoum MTD. MOUNTED ST0R- STORAGE & REVISION FLAG ..
17. POOLS. SPAS. VIALLS. nzuczs. PATIO cavazs. COMPLETE DEMOLITION mo amen mzzsrmume STRUCTURES REQUIRE SEPARATE REVIEWS AND Psnurrs aw, BACK or WALK Fp_ FIREPLACE MUL. MULLION §H§lFJ’CT ,2‘ > 1&1 cel-
1a. A uoms-an suwaron uusr COMPLETE A UNE mu emu: CERTIFIPATE son SUBMlT1'AL TO THE aunmmc ozpmmsm msrscron AFIER ms FIRST noon Fouummou IS roman. CA3 CABINH E‘:-)%$R0:'";‘EEr ' NORTH sm_' 3YMMEl'R]cAg_ A‘8 E 8
Is. spa anon vs Eou Eu ro TH r . C.B. CATCH BASIN FTG. NAT. NATURAL In “-_‘ :N'::::N INSPECT?“ Evsol: m:IN:;°::; m OONORETE POUR W cm. c FURR. runnmc N.l.C. NOT m CONTRACT }-C ¥gl§A%F CURB E 1:, 5 .
- PER sous REPORT: OIER Exmvmou. REOOMPACTION. FOOTING DEPTH, umriv mawcu BACK FILL §fl§,‘]‘§'§,_°”"R° WT‘ FUTURE mL”BRé“R,L GRADE 1':ci__ 1-ME c1_ocK A-9 o E} _,
3 .'3L'i"x"$“§:".‘l$a$o‘ih“.’£‘Epo‘$}”§?«"a§E'u§’a7= ‘1‘6‘”a6F§?»%; %’£§r"‘°p’?z.S‘.a"wo"‘%'?.f.L‘““5' CHG- ' CHANGE GA. GAUGE No'M. NOMINAL TE“ TE”5"“°“E ° §- new wswmc or smucnuw. st:EL ' C.I. CAST IRON GALV. GALVANIZED N.T.S. NOT TO SCALE TE""’- TEMPERED 3 u- INSTALLATION or NJ. HIGH STRENGTH sous c..:. CONTROL JOINT (;,3_ GRAB BAR TER- “A220- cannncnmon or-' wzua. a: Bonus TO BE cwzu T0 aunmms nzmmu man To FRAMING msnscnou. cousmucnon .;o;N1' GEM GENERAL 0 OVER T.&G. TONGUE AND GROOVE MASONRY
nannv srsa. msvscmn To as: Assocmzn msrscnou a: resume 714.350.7490 E28‘/li?:RZ£3lJl'§'g'5NTERRUPT 056.. $g:EKoF pAvlNc
.' oas. oBscuRE m. TOP or puns20. us: as MINIMUM stuns FOR PLUMBING wms EA'fl_E B gfi-AM BEAM o'D_ OUTSIDE DIAMHER (DIMENSION) TSHTGI TOP OF SHEATHING CONCRETE I 2 G
21. 2013 cease szcnon 4.303 — uwuuuu n.w RATE srmmrcos SEl' av THE cmronun ENERGY COMMISSION com; c[)NcREl'E Gm, ‘ GROUND o.F.D. OVERFLOW DRAIN TRANS, -mmsponmgn
gm; I-’l‘£.IrE EzC94f>?vML'liaFLG§IlfiLqn’frEP<E§ ;Lt:JSg\'u.oNs PER MINUIE AT 50 PSI Com)‘ COMB”-'0“ GR- ' GRADE OFF" T'w' TOP OF WALLLAVATORY FADCETS SHALL Nor EXCEED 1.5 mums PER MINUTE AT 60 PS1. CONSTR CONSTRUCTION GYP. WP’ TYHCAL S-l DKITCHEN rwcsrs smu. NOT EXCEED 1.3 muons PER MINUTE 9 so PSI. egg; €g:‘1IR66.g;0R U UNDER SAND / GRAVEL /STUCCO
22. smcco mu AND Dmrwu.L SHALL BE Mm: To ALL smos AND TOP-BOTTOM PLATES. PROVIDE TWO LAYERS or cam: D PAPER OIER wooo ms: snsmms UNDER EXTERIOR um C-rSK_‘ COUNTERSUNK HOSE 3.3 PERIM PERIMETER u:3,c uNlFoRM Buunmc eon:
' cm. CENTER H.C. HOLLOW com: L PM 0 I E U.L. UNDERWRlTER'S LABORATORY I A S_2 I
2.3. AU. MBITABLE ROOMS SHALL BE PREMDED WITH NATURAL IJGI-ll’ mo vi-:NnLmoN. ran uam, MINIMUM GLAZED AREA SHALL as NOT LESS THAN 5: or THE noon AREA. mu MNIMUM HD. HARD P-UM P‘-A57‘ 1-AM NAT UNF. UNFINISHED '_AREA- 10 sr. KITCHENS MAY HAVE ARTIFICIAL usur. run VENTILATION. HALF or me AREA REQUIRED run LIGHT sum. as owzmaur. PRDVIDE FLUORESCENT LKSHTING nxrunzs IN DBL. DOUBLE HDWD. HARDWOOD F’U5- P’-ASTER U.o.N UNLESS OTHERMSE NOTED EARTH NBATHROOMS cc Kncuzus k LOGATE smrcn. ran cmmn. ucrmuc KEEP 3' CLEAR. man ms: or ELECTRICAL PANEL TO mv WAU. SURFM:E on oasmucnom DEPT, DEPARTMENT HowR_ HARDWARE Pl-UMB gl-UMglNG UR. RINAL * U) *
24. mn Punmszs or ucrrr mo VENTILATION. ANY RODM mv BE DONSIDERED AS mm or AN ADJOINING noon WHERE sa ERINKNG FOUNTAIN HGT. HEIGHT » gkn P'A~m_(gg) VAT WNYL ASBESTOR TILE S-5 fig '\MECHANICAL vamumou run warm cLosEr couPARmEN'rs. am-Inoous. AND uuunw ROOMS smu. as CAPABLE or PRUVlD1NG so cm. THE mscmnsz Pomr FOR - - H-M- H0‘-LOW METAL P 0'‘: POINT OF CONNECTION - - T DEXHAUST AIR mu. BE AT LEAST 3 FET FROM ANY opsmuc wmcn AlJ.(WlS mm. ‘ D“ DOLhJ§:l_.'_ASS FIR ngRIZ. ng51"2ONTAL Pk - - PAIR G E LA TE EA O m “J -O
25. 1'HE WALLS mu czluncs/sorrns or ENCLOSED usau3L: SPACE UNDER STNRS SHALL as PROTECTED wrn-c 1-»-noun rm: RESISTIVE PRo'tEc'noN. mA2;. go H\/Ac HEA1-mg VENT”-“N9/AIR cgND_ PRO.) PROJECTION v_1_R: VENT n-moucu Roar LU MINA D B M I 6 F D_l u- > 0’
29. Puma: 1'ILE/ MARBLE T0 CEILING AT Au. snowzns w/ FLOATED ms: PROVIDE 70" mm uouwxasonaam WALL mwszm TO SHOWER W/APPROVE) smrran RESISFANT wxr. FOR SHOIIEI BM D'”EN5'°N PT‘ POM W WEST WIDE WIDTH In I 4ENCLOSURE mo wmuows IF SILL Hanan IS LESS mm 5' ABOVE ma PLATFORM on snows»? FLO0R(WATER RES1STANT cw. soar-an IS NOT PERMFITEJ FOR TILE eacxmc o snowzn l3N- DOWN l-D- lNSlDE DlAMETER (DIMEN5l0N) - - -DR. DOOR IN. INCH W/ WFFH ,. - - 227. mn—sm.umc vu.v£s ARE nanunnzu son ALL snowzas mu ‘run-suawazs. u,s. nuwn sPou'r lNsul__ msul_A'noN WD. WOOD ‘‘ ‘ PLYWOOD I O I I I Q
D.S.P. DRY STAND PIPE INT. INTERIOR W.H. WATER HEATER \ ‘=. u_ ..2a. PROVIDE mnraazu cuss IN THE Fou.owmc HAZARDOUS LOCATIONS: / W C WATER cmsgr I- DWG. DRA INV. ERT ED ~ - '—
- gLlSlGr:‘GBl§AlPél)gR?)FExSElEl;TNGMLDgOui§' ’ BUES mo PANELS IN sdlucmc DOORS OTHER THAN WARDROBE nouns w.l. WROUGHT IRON (J 3- cuz NG srom RS AND UNFRAMED sw c 3 books. ' ' WP. WATERPROOF -. Gl.AZ:NG nooks AND HOT m.'"...'.r..u.m W. srzm ROOMS. BA11-nuas ..... GYPSUM BOARD I8 59 2 SHEAR CONNECWON DETNL3 5 O E
' UAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EIXEE OF THE NAZI?“ IS WITHIN A 24' ARC OF EITHER VERTIGIL EDGE OF THE DOOR IN 0
A CLOSED POSITION AND WHHVE THE EOTYOM EXPOS D EDGE OF THE GLAZING IS LESS THAN 50' ABKNE THE WALKIFG SURFACE. 5 t , m- cuxzmc nu ma mmvnnun. nxm on OPERABLE FAME. THAT uszrs ALL or me rouowms commons: __ -
: am ‘"m:°- "~ ABBREVIATIONS 7 wooo aocmc :> as "’- EXPDSED TOP soc: came: ‘mm .16‘ Aaw_: THE R: Q E
- sizing 34" RAlUNGv“ll?-glNGD?.LE’§;AcEsHwlTHHT Ea"wW1f.»<°IfI<?"§Ba‘é§cTé“ G ' muuun spaces AROUND PIPE azcmnc mums coun as on or ER OPENINGS tr‘ 0: ‘D (I)u mngraflé: gnu" EDGEuorF Tzéscuzgmnssrus :A1l3RlER ran mnoon AND $HU'EfD'(,)&l§LSg.IlDlIIEMIg§1l;(é01&AzA:l’?G‘SPAS WHEN AIJ. or 1'HE FDLLCWIING CONDITIONS ARE PRESENT: m Punzs AT Exrsmofi wu_Ls S5’:-w_L 3: PROTECIEID Amlllllsr n-u-: H E or : NORTH LEGAL DESCRlPTlON APN- M" M I E g 2
: , RODENTS av cmsms sucn ovanmas wrm csumr MORTAR. con uasonmr _ _ 7 LIJ
v Wmsamm F<.»§rEATnR3Ixv"L;?rg'IAnMn~.'s':Gov';°3'frH':)r'¢‘ §P?E:‘lrn:§+5 $HEDg§TTOM AND ‘row or smwvms war-:n£ THE aorrou EDGE or THE cuss IS LESS mm on mass ABWE °R “HER SMMR "mm NOCEPWLE To THE ENFOROM “ENC! (SECTION Mo“) 5 K LOT 3 BLOCK 8 178 425 O8 K BEAM’ HEADER’ WOOD SE01-‘ON Z 0- ‘D D* W”-“‘”° 5”""°E- oousmucnon vmsr: mmcmmr PLAN wrm FOLLOWING wronvumou 5»-nu. 5: § PROJECT ADDRESS M—2 F U,
29. ruxsnc smucms. SKYLIGHTS AND ROOF PANELS SHALL NOT a: xusmnso wrmm THAT PORTION or A ROOF Lomzn wm-uN A mswmcs To PROPERIY unz OR PUBLIC wmr WHERE SUBMITTED T0 FIELD INSPECYOR FOR APPRWN-= (CG SECTION 4-4081): M I GOPENINGS IN EXTERIOR mus ARE PROHIBITED on REQUIRED TO BE PRKTIECTED. VIHIDHEVER IS MORE RSIRKZHVE. A. IDENTIFY MATERIALS TO BE DNERIED FROM DISPOSAL BY RE!-'YCl-ING. pmmc COAST my 1
zussn. sau. Ac FOR rum 5: on su.:30. EXTERIOR nacxs. EALDONIES, AND srAIRwAvs SEALED UNDERNEATH SHALL as WATERPRDOFED. 3, $145 .,..TE‘.’."..Ls 1% E? m,,.s.=.,..{'§,"T., A mvgfigmq mmn-y WILL 55 C A 90742 “Loo” "'5 P-l
32. Ducts PIEREING WALL BEMEEN HOUSE LMNG AREA AND mm: SHALL as 25 GA. (3.1. mrsnw. IN THE GARAGE smzo AT EDGES. AND NO OPENINGS INTO GAMGE. C $L"Nfifms::T1E3E°gMT§°:RFrg‘E:YFv?:E;:":::°:1:ER9I2L W“ E TAKEN E E ’ fig‘: E
3;;_ Mgcwwlm EQulpMEN1' m mm; gm; 5; on A pmpom 24- Hum on pfiafficrfin mm gwpg mp; D. oonsmucnon MEIHOD EMPLOYED TO REDUCE THE mouur or WASTE cauzmsn SOUTH PACIFIC AVE LOT AREA 3 81 3 SQ Ff SOUTHERN CALIFORNIA EDISON 1.714.895.0306 E23E. SPECIFY11-IEAMOUNT or MATERIALSTDEEDNERTEDBYWEIGHTORVDLUME ' 2 ' ' E-l .-9 H-34. armrma mcnzs cuwzancz ABOVE noon ran ALL mot ucurs LOCATED IN cauuce. M o,,Ew,°N MD WWW“ WNUAL cD_ wEB_msED REFERENCE OR OTHER E Two STORY STRUCTURE GENERAL REQUESTS 1.800.655.4555 mam o
APPROVED MEDM smu as PROVIDED 1'0 THE BUILDING occuwwr on mmm AT THE SERVICE REQUEST #001-4557-25 Bgagfig
:5. N01 T0 as Pucm on "ma runs: FINAL msvzcnon. tr SHALL INCLUDE OPERATION AND MAINTENANCE msmucnou or JEFF 714.895.0210 fin.8.._.E.—- MNNTE wmon: THE auuuaan sum. PROIIDE TO THE aunwmc; mman AT OCCUPANLY uwmenmcz mronwmou row ALL rmunzs. MAYERIALS. components. AND THE EQUIPMENT AND APPLIANCES. (cc szcnou 4.41o.1) 0cm: 2“ mm“MANUFACTURED mronwmou FOR ALL rwum-:s, MATERIALS. COMPONBJTS mo umurmunm DINICES um nanuuna nounns mmraumcs run EFFUCIENT orzmnon. REQUIRED EXISTING FIRST FLOOR 772 S0. Fl‘. amazes;ROUTINE wu NAN ONS SHALL B CLEARLY srm-:0 AND INCORPORATED on A READILY ACCESSIBLE man. THE LABEL MAY as uurrzo TO IDENHFYING. av ‘rm: AND/OR WCT °PEN'N°5 AN“ °T"ER RELATED NR 9'5"“-“"°N CWWN9" OPWNGS SHALL 35 DOSTNG SECOND FLOOR 1594 SQ FT §u.ao._ >-Puauamou mmazn. ms OPERATION AND wmmamcz wwuu. FOR THAT mnncuun MODEL AND TVPE or rwunz. wm:Rw.. comvonzm. on IMNUFACTURED uzvnca covanzn uunms cousrnucnou (cc sermon 4..-sou) C I M - - SOUTHERN CALIFORNIA GAS 1_5oQ_427_2ooo :,='_=db§ K.
- men INSTAIJJNG WALL. cauue. on noon msuumou. THE INSTALLER smu ma wuuans 10 ms mroncmm-r AGENCY on POST an A cousmcuous LOCATION IN THE aunuzuun ADHSNES. samwrs AND CNJLKS SHALL as COMPLIANT wrru voc uurrs GENERAL REQUESTS 1 714 895 0246 I 8231";
A cmnrncns sucnen av THE msmua smmc THAT ms msmumou us CONSISTENT wm-I 11+: PLANS AND SPECIFICATIONS ron wmcn THE aun.om<: PERMFI ms ISSUED. me man; 4.504.: on man; 4504.2. (cs sacnou 4.5o4.2.1) - - - ‘ m- 0- Uc:R11n<:A'rE SHALL ALSO STATE ma MANUFACTURER'S NAME AND MATERIAL Inarm-1cATIoN. THE INSTALLED R-VALUE. AND (IN APt=LIamoNs or LOOSE FILL INSULATLON) THE MINIMUM FIRST FLOOR 1990 50 FT SERVICE REQUEST #001-4557-25 ,3 §,___,Z_:msTAu.Eo WEIGHT PER scum: FOOT oouslsram WITH THE MANUFACTURER'S LABELED lNSTAlJ.ED nasncn nausmr FOR THE nssuazn R-VALUE. PNNT5- 5WN5- AND “HER °°AT'N°5 SHALL 35 °°W’l-WT ‘"7" V03 AND UTHER ' ' DAVE 714 432 6024 Egmggm
:1. ALL our swmc DOORS MUST open war A LANDING NOT MORE "nun 1/2' mow THE n-mzsuoua. A“;?“§S§L°’:FN2dL;';°A;'J‘":éA:::'G'sE ;;‘5;';:‘3éE(°:°’f:f£?T"v:fi_l°:;:’:gum wmmm OCCUPANCY R-5/U SECOND FLOOR 1910 50' Fr" dpreidflsempruuéilitieéazom Eh 3% .2599
36. INTERIOR HANDRNI£/GUARDWHIS SHALL BE INSVALLED FER IAFGRS RECOMMENDATIONS AND APPROVED STRUCTURALLV BY THE BUILD. DEFT. PHDR To INSTALLAHON. THE WTERDR smn TO M“: uwrs FDR Roc mp my-[ER Toxlc coupouNus_ (cg sgcnou 4_5gq_2_3) sEPARA'noNs 1 HOURHAVE A HANDRAIL HEIGHT or 35' To 33' ABOVE TREAD NOSING. sma mu BALCONY BALUSTRADES SHALL HAVE A CLEAR . EXTEND HANDRAIL 6' BEYOND TOP AND TOTAL LIVING 5900 SQ. FT. mm; 37,55_ on map. wouuuu smn RISE as a". MINIMUM STAIR RUN 9'. mm Hswnogu SHALL as A R)':1l:$M::ADl 3;-3'. TPlEN‘l1A.:_NlgAéJll1-EVsléD‘[rI-’l":'FT$IIlI::cEUl.i_AHI!E $176111: g;-lATLHLENg;l %A1§Ess mm a-. wcuumam Eng: 55:5 :Ra~(I:G£I:s érgn gaflnlfg D1:-I;T0<:0MPLMNT V00 LIMIT FINISH IYPE OF CONSTRUCTION V—B 411 5Q_ 5.-I-_ CITY WATER & SEWER Eggr.€Eu_Icmcuun srnmmrs uumuuu wuma or nun SHALL NOT a: L235 mm 10. swuzn sm sum. . - - - _- wmumn smnmvs: REQUIRED WIDTH or RUN TO BE PROVIDED AT A Pom! Nor MORE THAN 12' FROM THE SIDE or smmm WHERE mans NARROW. MIN 6' RUN AT ANY Pom’. CARPET AND WW5, 9,5-,-EMS SHALL BE ompum-r mm We Wm-,_ (cc ,_5M_3) FULLY SPRNKLERED NFPA 13R 949'644'3°11 — _' Egfig cg
- smwu. smnwms: MIN 25' can ram cum: EDGE or surpammc comm To mun: EDGE or HANDRNL. Mm nun 1.5‘ nznsunzn 12' FROM muznawssr mam. MAX 9.5‘ ms: 5“ OF FLOOR AREA RECEMNG RESIUENT FLOORING SHALL COMPLY mm THE WC BALCONY 151 S0. Fl‘. D] G ALERT B1 1 < $n.'é1g§E
39. PROVIDE ran: sums AND mm STOPS PER cac REFER TO um: on sum scu—mo aussuou uurrs DEFINED IN THE oomaommv: row man PERFORMANCE SCHOOLS L099“ 2‘5 50- FL 14 DAYS PRIOR To WORK t ‘6;‘Eg§E%E-,5
- - ‘°"”5) '-°""E""“"° "'”E""‘LS "57 °'‘ 3‘ °"'““E° ”"”E’* “*5 "E5'“E’" ‘”’°" CALLING FOR ROOF SHEATHING mspscnou SUBMITTAL TO BE 26 SR'l — “E 3354o. mLF STH&LLEEE LE muons PER nusu. ma rousr sum; as Loacrzu m A cm: smc: war as mm so IN wmm. THERE sum. um an L5 THAN A 24 cum smz cgvgmm; m51'l'l'U1'E (Rm) nmnsmng page“, (95 555.10“ 4_5o4_4) - OCCUPANCY R_3/U E figl9mEog
' CERTIFIED BY ENGINEER PRIOR TO SUBMITTAL 9 Lu an41. msvzcmn TO In-:vu-:w mu mauve uuuancnounn age. same: man TO ooucasrs mceusur. ,':."§1,}fg'§.'.’,‘.’;“'§-.°.;gff°§'£TE§§§%£'%§S9pfi”wfi1°?&"% PE§¥s§3N"m SEPARATE PERMFFS: FIRE SPRINKLERS & A/c uuns 1 PAUHC BELL TELEPHONE 1-30°-75°-2355 AF A C lg gfggggfi
42. wxx. TEMP. or 120- TO 3: APPRWE) av me us: or PRESSURE ammo: on THERMOS'I'ATlC uuxmc imvastcac no.7) ma 0 snowsns a: ‘rues. 5"‘"°‘R°$ ‘°° 5‘‘’“°“ ‘'‘°‘'” , , , U, dfluigég
“_ PROVIDE ‘2,112. TUB mm DR mm Jams (cm 4051) ggérgznz TE:gLgéJ$:l:NG IMTERMLS usen IN WALL mu noon rnmmc IS .__ _ géfiggmx
. _ W __
44. gtLJ%$rEsgt:Em ATTEN’éMTKJN row A/C unrrs IF INSTALLED. sown LEVEL NOT TO EXGEEJ 50dBA PER szcnou 10.25.04: or THE N.B.M.C. 11-us DOES NOT APPLY IF uuns ARE LOCATED "W5; "W4 Mm, 7 p“_1gRs 5,,w_,_ 3; ,N5m_._ED ON cm“ OR .,Em_,m,, 5y5n.;M5_ I t ggggggg
SE 5 :“ E” ’ nucr sysrms ARE suzzn. nesnsm-:n mo aounmem us ssuzcran usmo ms FoLLowmc 6 !72on.u..—cL In
44. on PROJECTS wrm zxmvmnns THAT vnu. as mm mm ADJOINING PRDPERIIES. so an uunc: us LEGALLY nzauuzsn av ms mmzns .2 commcrons To me muommc PROPERTY omens METHODS mu SHALL BE narauzzn suawmu. FOR APPROVAL IN THE newOUTSIDE Tr: SETBACK mm (or: secnou 4.5072): SURVEYOR ENGINEER
45. DISTANCE mom ma FACE or rouunxnou To PROPERTY uua T0 as zomua senamx PLUS WALL FINISH THICKN. " .§T$”M:'NEGL'-35gR‘gU:i‘L;N?r"" "”'” “°°”R”'"° PAUL D. CRAFT on smucmtw. coNsuL11N¢: INC REV's'°"
46. ALL DOORS A: wmnous SHALL MEET HUNTINGTON awn sacunrrv onnmmcs. 5. SIZE oucr svsrzus ACCORDING TO mm 23-0 (MANUAL 1:) ASHRAE INDOOR VIAER USE SHALL BE REDUCED 3l’ AT LE!-S1’ 20% USING ONE OF THE B. C ’ ””NT‘W’°" 599*» 142'" J55?“ R°- 4145
47' PRWDE Amowmc “RE NNGWSHM mm THROUGHOUT THE mnmofl‘ 6- :‘E’L?:Tm!-g\1$NR!= i::!N:;fl.Mi EDUIPMENT ACCORDING TO ACCA 38-5 :;MBlNGGF:‘X1E'rl::iSAND Frrnucs THAT MEET REDUCED now RATED PER nan; 4303: Sam‘ K :3-LOWED :R(s)'l'=°sED ::l:F4°a:N5‘:>:e2Ms :4”/LN4E;7C:é1::2s2D cm REWEW4a. EFFECTIVE am 1. 2014. 55 407 nsoumas Ramczuarr or ALL NONOOMPIJANT PLUMBING nxrunas IN PROPERTIES sun on on across am 1. 1994 mm “'“"R—CONSERVlNG PLUMB!NG nxwnss (MANUAL 5) OR EOUNAl£NT. gig e;vxl‘_I‘\)TEYR gEs:ER TAEE!fDS4.3O3.1 usmc om'.Y ' FRO ' ' '
49 caasur. nazn-cmem. FIBER-MAT Rsmroncsn csmsrrr. cuss uxr cwsuu on FIBER-REINFORCED mrpsuu aacxans sum. as uszo AS A sass run wau. ms IN ma “V” 9'57“ '"5"“-“"5 5"““- “E mm W’ °E'“'F'E” "‘ “*5 "R°"E“ ‘"5"’-”‘“°” -mg DOMBNED ',.-w,, M} 0; ‘LL .,.,mP,E SHUNERHEADS SH,“ Mm EXCEED mg, mg REAR 5' 5:0. S0[l_S ENGWEERING COASTAL lMpACTAND SHWER AREAS AND WALL AND oaluns PANELS IN snows! AREAS. (R7o2.4.2) °’ ”""° W5“ (°° 5E°"°" 7°“) As spacunsu unnsn 20:: Rzuucnou ooLuMN an new 4.303.: - =_ -Hwu: spccw. INSPEGFORS MUSY as aumnso AND ABLE TO nzmousrws commence SIDE 3 3 0 “D S“ Y
50. APPIJCATIONS rm: wn-non NO Pzmrr IS nssuao wm-um no ms FOLLDWING THE DATE or APPLICATION SHALL Aurowmuu.Lv EXPIRE. (R105.5.2 cnc) IF THEY SPEIK ENGIJSH IN THE nnscmuua mev ARE msracnms. (cc sscnou 702.2) ghuualnfiagggfidwfig a:'lgDgvz;r«EAFg.EsR)E';:EqlE2Dnl.:n;1::'3s F mo cogsr GEo1'EcHNlcN_ :9 sow:-SERM AVE
51. EVERY Pawn ISSUED swu.l. azcoua mvmo UNLESS WORK AUTHORIZED IS coumamzo wrn-nu mo mvs on new THE wonx AUTHORIZED IS suspeunzo on Aamnau row A PERIOD or no ms. °°°"”E'"*'”-L“ ""':'°'s"PE5(':‘$Tm“"'-:J“°5 """""l'? ‘'33- “R55” cg‘ '”°'-‘-'°'”° °°"5""”°T'°“ A KITCHEN Fwcg WILL USE WWW WATER FLOW RATE 1 5 GALLON; PER mm: AND PARKING REQUIRED PROPOSED 1200 WEST coMMomIEM.'rH AVE. 508"“ M .2015A success-us. mspzcnou MUST as omman wnmm 13:: am: A PERMIT war as cxrmpzn IF A wkmm amuss-r snmm: ausnncnmou ron exrmsnou AND AN amansnou rs: IS RECENED °°°“"E'“5- '-‘ - ' 5- "-DE ° 57"‘-'-5" "’°‘“"°”- “D *“5"5°“°" - ruuzwrou m ezaasREPORTS MD ,,EmF,w,°N Wu 5: AVAMBE AT THE “M ,N5,,Ec,,°,, DISHWASHER wrm ENERGY smz usmo NOT MORE THAN 5.: GALLONS or WATER PER CYCLEPRIOR 1o EXPIRATION or THE PERMIT mu GRANTED BY 1'HE auunmc OFFICIAL. no MORE TMN on: (1) mznsxou war as cruwrzn. PERMITS WHICH HAVE BECOME um/«uu SHALL PAY A - wmwmc mimic" SEEMS CONTROLLERS BE W M 2 STALLS 2 STALLS -m_521_o,,, 7,4_5,1_o,-,, (Fm 750.435.3155_ _
REACl'NA110N FE or APPROXIMATELY sex or me onucmu PERMIT re: mourn’ WHEN ms Pawn HAS BEEN EXPIRED FOR up 10 SIX (5) mourn. WHEN A pawn HAS scan EXPlRED FOR A msmumon CERTIFICATE or onupumcz us REQUIRED T0 at suwrrreu To me auwuc M OPERATION AND WNTEMNCE Mm CD 5‘wE“'-‘-B MED '::E"R'ENcEE”oR OTHER APPROV‘ r \ d-kallyoaoosmt-»n=-com
PERIOD IN aces: or one (1) YEAR, THE REACTNATION FEE SHAH. BE APPROXIMATELY 100:: or THE omsmu. PERMIT FEE (R1055 cnc) ,N5,,EcmR BEFORE Hm Bmwm INSPECHOM MED“ SHALL BE PR in THE Blfltlim 1,0 mE— BWDING Occupm DR mum in - FLUOR LEVEL REQUIRED PROPOSED JOB N0. 1 3-1 6
52. ROUGH msvzcnou or PLUMBING. Mac.-mcAL GAS AND EIECFRICAL svsrzus SHALL as was PRIOR TO cavsnms on ooucaum-INT. BEFORE nxtunzs on APPUANCES ARE SET on INSTALLED.
mo man 10 rwmmr: mspzcnou. (mns.1.:) 2' Aaovz 1-‘Low um: 2'
53. wxrsn Puma wu:m.s wrn-um A BUILDING spun. as In ACCORDANCE wmc szc. 604.1 or THE mumnuu puuuamc couz. PEX, cwc mo omen Pusnc mm: mama svsrms smu. as 1/31 /1 7
ms-m.u:n IN ACCORDANCE wrm ms naaunnaumrs or sec. 304 or THE cpc. lNSTALLA110N srmmnns or APPENDIX 1 or me cpc AND muurncmnzns RECOMMENDED INSTALLAHON
srmuuans. cwc wxrza PIPING REQUIRES A czxnnamou or cowamucz As SPECIHED m szc so4.1.1 or me cpc more To vsmrr «sums. DEMOUSH D05-TING 2 STORY SINGLE FAM"-Y RESIDENCE
54. movm: Au-rowmc rm: :x11NmusHma svsrau: THROUGHOUT ms ADDITION. SPRINKLERS smu. as A nenznnzo suaun-m. rrzu. 3;!-EmF§AEo§..§E5cu-Tr'°;I';Jp %§u"'&5'sN°"u°E OPERATIO" MD MM"TE"m°E JNSTRUWON CON UCT NEW 2 STORY’ RESIDENCE WITH 2 CAR GE _WITH NEW HARDSCAPE AND GRADING
°“°" CAL GREEN NOTES WATER EFFICIENCY COMPLIANCE MATRIX PROJECT DESCRIPTION SHEET WDEX 1 W 26<"§€“r\‘IERAL CONSTRUCTION NOTES
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LOCATION orFLATWORK omm FINISH FLOOR
THIS DEFAIL APPLIES TO ALL DRAINAGE PIPE IN THE FRONT WHERE °°°”R
YARD SETBACK. THE INTENT or mus INSTALLATION as T0
MITIGATE WATER RUNOFF ONTO THE PUBLIC RIGHT——OF—WAY
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1. AU. WORK SHALL CONFORM TO CHAPTER 15 OF THE HUNTINGTON BEACH MUNICPAL CODE (HBMC). THE PROJECT SOILS REPORT AND SPEClAL
REQUIREMENTS OF PERMIT.
2. DUST SHALL BE CONTROU£D BY WATERING AND OR DUST PALLIATIVE. .. 0“,
3. SANITARY FACTILITIES SHALL BE MAINTAINED ON HE SITE DURING THE CONSTRUCTION PERIOD. 2‘ “ 0 r hr of
4 WORK HOURS ARE UMFTED FROM 7:00 AM TO 8:30 PM MONDAY THROUGH FRIIMY; 8:00 AM TO 6200 PM SATURDAYS; AND NO WORK ON SUNDAYS " ‘ “ U
AND HOLIDAYS PER SECTION 10-28 OF THE NBMC. "..“ ‘-'," ~ 3'
5. NERY AND REMOVAL SHALL BE CONTROLLED PER ‘ ‘ “ W"NOISE. EXGAVATION, DEL
5. THE STAMPED SET OF APPROVED
7. PER
8
SECTION 10-25 or THE HBMC.PLANS SHALL BE ON THE .105 SITE AT ALL TIMES.
AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND F'ROTEC"l1NG UTILTHES. ,DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJDINING PROPERTIES DURING THE GRADING OPEFATION. ‘ ,,“_TANKS SHALL BE ABANDONED IN COMPUANCE WITH THE UNIFORM PLUMBING coo: AND APPROVED BY THE BUILDING nmc.AL.OF 3; ‘IEMFOFEJTCOR EXPORT or MATERIALS SHALL BE APPROVED BY THE cmr TRAFFIC ENGINEER AND PROCEDURES SHALL coNFoRM~wrrH 3FTER 15 H NB . ‘ ' - ‘-11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS.12. FAILURE To REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES 0N—SlTE AT THE APPROPRIATE TIMES SHALL RESULT INFORFEITURE OF THE CONSTRUCTION SITE CLEAN .. ALL Pusnc DRAINAGE PIPE SHALL C-ONSIST OF We on ABS PLASTIC AND EITHER Asm 2751. ASTM D1527. ASTM 03034 OR ASTM D1785.14. N0 PAINT, PLASTER. CEMENT, sou.. MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREEIS. CURBS. GUTFERS OR STORM DRAINS. ALLMATERIAL AND WASTE SHALL BE REMOVED FROM THE srrE. NBMC 1132.020.
EROSION CONTROL
15. TBAPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 T0 MAY 15.
16. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON SITE BETWEEN OCTOBER 15 AND MAY 15.
17. BEIWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FNE—DAY
PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE RBAAINDER OF THE YEAR. THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY.
WHENEVER TH DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT.
18. LANDSCAPING PLANS SHALL B SU MFITED FOR APPROVAL. WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING
ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WANED BY THE CIT‘! GRADING ENGINEER.
19. TEMPORARY DESILTING BASINS, WHEN REQUIRED. SHALL BE lNSTAU.ED AND MAINTAINED FOR THE DURATION OF THE PROJECT.
REQUIRED INSPECTDNS
20. A PRE—GRADlNG MEETING SHALL BE SCHEDULED 48 HOURS PRDR TO START OF GRADING WITH THE FOLLOWING PEOPLE RESENT: OWNER, GRADING
CONTRACTOR, DESIGN CIVIL ENGINEER. SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGlNEER, OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS
an
" AT THE MEEHNG.-l_ [U1 21. A RE—PAVING uaanuc SHALL an-: scneoumn 43 HOURS PRIOR 1o sum or THE SUB—GRADE pnzpnmnou rora THE PAVING wn'H THE rouowme-Ln“ *I“rv-‘W 17. MIN. SLOPE PEOPLE PRESENT: OWNER. PAVING commcro oasncn cwu. ENGINEER. sou.s ENGINEER. cm smnmc ENGINEER on THIER REPRESENTATIVES.
REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEEFING.
. ZVSLOPEQ sp(;l_l_su1-5
W ‘ 7 LKNDSWE <'3<EJM';2crséEE:5RNBHfis2s ¢::.uz2*s**::;2a1w:2:;$A~: our To-*iL.‘§1;;E?]I+-fi_lj_F- ‘ ! {Q1 24: ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY A'sTM TEST METHOD 1557.‘F4 J--"1 W: mo APPROVED av rue son.s ENGINEER. COMPACTION rzsrs sum. as PERFORMED APPROXIMATELY EVERY TWO FEET m VERTICAL HEIGHT AND orSWALE [N W ALK surncuz oummv TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.@ 6 l 25. AREAS TO RECEIVE FILL SHALL BE CLFARED or Al.L VEGEFATION AND DEBRIS, SCARIFIED AND APPROVED av me son.s ENGINEER PRIOR TO PLACING or
$2 F°‘°°°‘ "T5 26. BE KEYED on BENCHED mo coupsrzm MATERIAL27. AU. EXISTING nus sum. as APPROVED BY THE sous ENGINEER on REMOVED BEORE ANY ADDITIONAL nus ARE ADDED.25. ANY EXISTING IRRIGATION uuss AND cusrenus SHALL BE REMOVED on cnusnzo IN me: AND BACKFILLED mo APPROVED av THE sous ENGINEER.
29. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL. N-TER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECT EACH CANYONFOR AREAS or ADVERSE STABILITY mo DETER E THE PRESENCE or. on POSSIBILITY or FUTURE ACCUMUIATION or. SUBSTANCE WATER on spams
FINISH FLOOR FLOW. IF NEEDED. DRAINS wuu. BE DESIGNED AND consmucrsn more TO PLACEMENT or FILL IN EACH RESPECTIVE cmvon.
coNcRE1'E su3sl_A3 FLOW LINE 3?: KHLE TEI%<IEAb(l:;:rHugl‘A:\?:.:’<'gI'lf1_gFSHT.II\‘ELSuE[:';'a'ArI§AC%'l$Ll:I'H?2%)l%'H0UT 190": LTE FLIEALDOEOEO LIl;§?é‘ENN['JI' COMPACTION. AND APPROVED BY THE SOILS
1- MORTAR sea 32 %5‘é"’§Sc"Kp;I*.'NEe“3’éL":'»’2'§as"sE”»a‘§¥?:‘»aE“»«I ‘s‘GILi“§é"§§p§35':'B°a‘$Frfi‘E“3P‘§"é%Lé"‘é§'é..5’:‘€r?‘° °""‘ ””""‘° ""°"””‘ T° "‘°'“’”‘ '“"“°'
33.. LANDSCAPING or ALL SLOPES AND PADS sum. as m ACCORDANCE wrm CHAPTER 15 or THE-I NBMC.
PAVERS—SEE PLAN EXPANSION JOINT 3+. ALL CUT SLOPES SHALL BE INVESFIGATED 5011-1 DURING AND AFl'ER GRADING BY AN ENGINEERING GEOLOGIST T0 DI-.‘l'ERMlNE IF ANY STABILITY PROBLEMSwe THE W
SIZE W/1/4"><1/2" F'l-0Y- E.Q. E0. 35. WHERE SUPPORT on BUTTRESSING or our AND NATURAL SLOPES rs DETERMINED to as NECESSARY av THE ENGINEERING czomcvsr AND SOILS
URETHANE CAULKING - n SOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPRUV/AL OF DESCGN. LOPATION AND CALCULATIONS FROM THE CITY AND GRADlNG ENGINEER
UCT W/SIUCA SAND 2 '0 M’N- PRIOR TO cousmu .THlCKENED EDGE 35. AND T$l' THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TO THE STABILITY
W/R55“ °°"T' 2 :7. WHEN cut was ARE anouenr T0 NEAR GRADE. THE aucmzaizmc GEOLOGIST smu. DETERMINE IF THE BEDROCK IS EXTENSNELY rmcrunan onSE5 PLAN 3: ,1 3 gfihfa ma VéllE.LP§AE‘A:2::l).Y wwsmrr WATER. IF cousuosmzn NECESSARY av THE ENGINEERING GEOLOGIST AND sous ENGINEER, A COMPACTED FILL
I .
:0 33. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.
3:73 2” 3°’ E‘33~3.§.'§€?e‘.fi’é 8Eo{‘c‘,’¢“;‘.‘-i-‘r’”c§’r%"‘1’i.°sE‘rzé'?i~'<§‘ IE‘E~E'?‘éT»?Es°¥.«'%’“1§LLs“’J4%R'£""IE‘ »5‘c?T"E§’s'f»§§'%a‘¢'>‘.'Je'I?«‘ c°o'¥i%o§“&‘i'lfEE"ivJHE:»§‘E":3-p$e’2?JE‘§E§h.J51§o ms. — « —— ‘ fit * -= ' 3: ''° -4 ~ =lII: ~ I-,~ T - - - --—“".— “— —‘ ' v .' L_._ DOCUMENTATIONLU _. 1,:m:u H:l :U_l—- . . l:__—' L:%~DRz”cA%EBsA:r::m*:a2.D“1g:5s-;t :us'*;i:sA%*:;:°s~F°A‘:5'§'.wa:A::°m'§ :::;c:ase%:r;az:- ::c:3;:e2t~aE°::m°l:l I I l I l I l I l __ I I l ' I I l I PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE warn THE FINAL APPROVED GRADING PLAN AND sma THE NUMBER or YARDS
‘— ‘_ 12.. W‘ 12. LONG _# 41. 2Fsg}il; ‘gl‘?l2\I/3?r5(§ Fllil-El-I=Ch)‘R°1'VEF'DI?E?’l£\’lE$ gYPE'lw"%2I'lLS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSHY TESTS, SUMMARIES or FIELD
‘X 1 AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES DURING GRADING AND THIER EFFECT ON THEAPPRW“ 5*° WA°E°W °F THE S“
Q 24'' ()_c_ 2% SLOPE Q 4-2. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEDLOG1ST. INCLUDING A FINAL DESdRlPT10N OF THE GEOLOGY OF THE SITE. INCLUDING
LANDSCAPE ANY NEW NFORMATION DISCLOSED DURING THE DING AND THE EFFECT OF SAME ON RECOMMENDATION INCORPORATED IN THE APPROVED GRADING
PLAN. HE SHALL PRUVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AS AFFECTED BY GEOLOGICAL FACTORS.
6.. 90% COMPACTED THE ADEOUACY or THE SITE ran THE INTENDED use AS AFFECTED BY GEOLOGIC FACTORS.
SUBGRADE NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH IN WHICH A PERSON IS REQUIRED TO DECEND.
Sl'::_e.M\9/ERS OVER CONCRETE N173 SIDEYARD SWALE 2 CITY OF HUNTINGTON BEACH GRADING PLAN NOTES N, 005,
FD_00D2 NTS ‘-
_ j
.1. SURVEYOR SHALL PERMANENTLY MONUMENT PROPERTY 3' 3’
PLANTER CRATE SEE CORNERS OR OFFSETS BEFORE START OF GRADING CURB
M ‘SLONG STEEL PE -
am mm 6.1, . .
PAPEl;NSé.E-Za:'ED 1/4'x1/2' FINISH GRADE 3. A CAL-0SH.'_\ PERMIT IS REQUIRED FOR EXCAVATIONS A3. 6 99 99 5.'¢
POLYURETHANE DEEPER THAN 5. q,- es:
CAULKING TO MATCH
PAVERS_SEE GROUT DUST WITH 4. FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE \1 /PLAN FOR SILICA smn DESIGNED PER SOlLS REPORT. x311 /1
SIZE AND TEMP CUT \ /1 77
TYPE 1/435 3/.«,- :: : : : ° F“ ‘—-— ——’ V 75”’ °”' ° P‘
PREMOLDED MATERW- —-— — son_s REPORT: SOIL BEARING VALUE AT 1300 PSF 3- WEREXGAVAHON _
:‘ COAST CEOTECHNICAL REcoMpAc11oN 3 DVEREXCAVAHON
: DRAlNLlNE— SIZE TO DATED: ______ (w_o_ _________) nacommcnon
[El gggfi? PLANT“ 1200 w. COMMONWEALTH AVE. . FULLERTON. CA. 92883
_,_,_ lI l I PH. 714.370.1211 FAX. 714.a7o.1222 P/L SECHON X_X P/L SECTION Y_Y
‘_‘ _ :l 5pl:_'l:_'_D_DRAgN 3; M35 5. GRADING QUANTITIES:
‘ . 5 j__ 570 YARDS TOTAL CUT A
- l— l 370 YARDS TOTAL FILL
—— "—-7‘ -—'“ DRAINLINE SEE PLAN 160 LINEAR Fr. DRAINAGE LINE (3‘ P.v.C.
: I FOR SIZE SCHEDULE 40. 1% MIN.
SLOPE) U.N.O.
—-— —- 5 PLANTER DRAINS
1o FLATWORK DRAINS -'—““‘ SEWER '-”‘"='
I I 2 FILTERED CATCH BASINS DRAM LINE
: I I 2 2 I I I I I PROPERTY LINE GLASS WALL
6’ 6' Z :I :'_H———l ——l I l—___ BOTTOMLESS DRAIN FOR F‘"'5”E° °°“T°”RSITE—REl'AlNED DRAINAGE W _M_ EXISTING CONTOUR
EXPANSION JOINT @ PAVERS 8 PLANTER DRAIN 5 GENERAL CIVIL NOTES : - - — PROPERTY LINE WALLJwaw mam‘ mi __ _ _ __ PROPERTY UNE
ggwgljféillflg Hvfi¥SE§0g§ggED DRAW CRATE o DRAIN (SEE PLAN FOR TYPE)
7/ FG =FINISH GRADE ELEVATION " = SPOT ELEVAWONS
DOWNSPOUT TG = FINISH GRATE ELEVATION F5 = F"‘”5” SURFACE
WHERE OCCUR FINISH SURFACE FL = FLOW “NE ELEVATION = FINISH FLOOR
GB = GRADE BREAK GRATE
METAL RECENER/REDUCER
ATTACH TO WALL PER
l I MANUFACTURERS' REQUIRMENTS 1%
1" , 4" DIA. COPPER DOWNSPOUT GRADING PLAN LEGEND
I I j
I
:____j_ GRADE °R PAWNG 1. THE REMOVAL or ANY cm TREES REQUIRES PRIOR APPROVAL
' : : . FROM GENERAL SERWCES DEPARTMENT.
i l DEPTH OF PIPE 2. PER MUNICIPAL com: SECTION 13.o9.o1o TREES ARE REQUIREDl[ - 2- WILL VARY TO BE PLANTED IN PARKWAY ABUTHNG THE BUILDING SITE IF A
I COUPLING 3 NEW BUILDING IS CONSTRUCTED.
* PROVIDE TREES IN THE PARKWAY ADJOINING THIS SITE TO THE
—" PVC STORM LINE °° SATISFACTION or THE GENERAL SERVICES DEPT 949.544.3053
(BELOW GRADE) r_ APPROVAL FROM ceuzénfié. SERVcl)CE§olSFREQUIR§gEg_l[~loLHE_ """"- BUILDING lNSPECTlON D PRI R INAL IN 1 .[/3235 x -I, u_1_l. _._h, 3. EXISTING SEWER LATERAL TO as CHANGED AND A CLEAN-OUT
l To SUBSURFACE SYSTEM _———L‘—_-—__——_ INSTALLED AT THE PROPERTY UNE T0 COMPLY WITH 0'" _, Tl ' ‘ ' l I: DRNNUNE STANDARDS IF ANY OF THE FOLLOWING CONDITIONS occun.
I '— IF AREA or STRUCTURAL REMODEL + ADEl3‘l/TION IsccRE£TERTTHé\N
507. OF THE EXISTING AREA. PROVIDE N SERVI ES E HI
FLATWORK DRAIN L. "”‘”DOWNSPOUT BOOT 9 9,,_°o.m ms 4. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL
—-— - ACTMTIES WITHIN THE PUBLIC RlGHT—OF—WAY.
» LEGAL DESCRIPTION 5. A PUBLIC WORKS DEPT. ENCROACHMENT PERMIT INSPECTION ISTC = TOP OF CURB 5l-EVAT'°N +_L+ UD REQUIRED BEFORE THE BUILDING DEPT. PERMIT FINAL CAN BE
xx xx TG _ TOP OF BASIN GRADE _,___ LOT 3 BLOCK 8 ISSUED. AT THE TIME or PUBLIC WORKS DEPT. INSPECTKJN. IF
‘ ' ~ ,\ ANY or THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE""-"" ‘NV E "WERT 4' ~ PROJECT ADDRESS SITE IS DAMAGED. NEW CONCREFE SIDEWALK, CURB AND CUTTER.=. cm: 16995 PACIFIC AVE e~zx:;L%.:2/%,*T':5%2:¢x.%*;:;*:Ra“eLTt,R%EA¢.i°%:§3g;°°'“°~ALLY»
N SUNSET BEACH CA 90742 SUBSTANDARD, A NEW 1—lNCH WATER SERVICE, WATER METER
fl “ZEN ' BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LIDNa / LOT AREA 3-813 SQ» FT- .s.so::swR5a-.,2:°z:,U°NficI::L %%§E:"1A:z£523°:~E 8*
Ar—PL Two STORY STRUCTURE 14.05350). SAID DETERMINATION AND THE EXTENT OF THE
—-— - j -— REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE
: : : : : : 0 PE R.—M—m —l‘ ‘ 1 I l— D<lSTING FIRST FLOOR 772 so. Fr. PUBUC W RKS ‘NS Cm
SUBJECT PROPERTY —- -— ____ I I :xls'nNc sacono n_ooR 1594 so, Fr. 6. PROVIDE PEDESTRIAN PROTECTION ADJACENT To PUBLIC WAY AS
CATCH BASIN w/ FOLLOWS: s ' FENCE AND CANOPY. SB <HT OF STRUCT/4)
SAND BAGS STACKED W0 “E” '”°‘“* §3éT.§51§Eo“Tr’§~’ci”’A‘§BR"c‘i\TN$‘pGJ4‘B’ §§’§;'5§?§u3T°§523=:E’”EE‘cHl(;H AROUND sm; FIRST FLOOR 1990 SO. Fl’. 330373 'AND 330374
ou'ru-:r PER SECOND FLOOR 1910 S0. Fl". '' ' '
cATcH BASIN 7. ALL WORK RELATED TO WATER IN THE PUBLIC R.o.w. SHALL BE
TOTAL LMNG 3900 S0. Fl’. PREFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN
‘I l GARAGE 411 SQ_ Fr, A LICENSED GENERAL ENGINEERING CONTRACTOR
5. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC R.0.W.
BALCONY 151 50- FT SHALL BE PREFORMED BY A C-42 LICENSED SANITATION SEWERLOGGIA 215 50. FT. CONTRACTOR OR AM A LICENSED GENERAL ENGINEERING
PROVIDE 24' SO STORM WATER CONTRACTOR
FILTERED carcu ansm mssm av
STORM man mspacnon 8: °°°'-’PA”°Y R‘5/” 9. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL
Mglmgmncg szm/lcE5 lNc_ OCCUPANCY SEPARATIONS 1 HOUR ' NON—STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF
1>_a55_g57_g457 Typg OF cQN51'RUc11oN v_NR WAY. ALL NON—STANDARD SHALL COMPLY WITH CITY COUNCIL
FILTERED CATCH BASIN“EROSION CONTROL II
in-val‘ ,
NT5
POLICY L—6 AND L—18.
PROJECT snmsncs HUNTINGTON BEACH REQUIREMENTS
. t.‘ I‘,
1. FIELD VERIPV EXISTING AND ELEVATIONS AND IF ANY DISCREPANCIES
ARE ENCDUNTERED, NOTIPI THE ARCHITECT PRIOR TO PRDCEEDING
WITH CONSTRUCTION.
...‘£. “MAINTAIN A MINIMUM OF 2% POSITIVE DRAENAGE AWAY FROM THE
,“ ‘STRUCTURE
any GRADING AND EXCAVATION CODE OF THE GOVERNING
4. ALL WORK. SHALL BE IN ACCORDANCE WITH THE CODES OF THE
:7 GOVERNING AUTHORITY AND SPECIAL REQUIREMENTS OF THE
" BUILDING PERMFT.
3. 3 ALL BUILDING SETBACKS FROM SLOPES SHALL BE IN ACCORDANCE
“ WITH THE
5\ ALL PAD AND SUFACE WATER MUST DRAIN T0 DRIVEWAY AND OUT TO
" TO STREET UNLESS SHOWN OTHERWISE.
5. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT
OF ANY WORK.
7. DETERMINE LOCATION OF WATER METER. ELECTRIC METER AND GAS
C RDANCE WITH SERVICING UTIT TYEl'ER IN AC 0 U AN V
TIDN WITH ARCHITECT (TO CONFIRM NO CONFLICT WITH DESIGNLOCA
CCURES PRIOR TO INSTALL G ANY METERSO .
QLLMSU URFACE DRAINS SHALL BE SCHEDULE 4-O OR SDR 35 ABS
' IN.
9. CERTIICATION OF SUITABLE FILL (UNCLUDING TRENCHES. BACKFXLLS.
RETAINING WALLS, PAD/ROUGH GRADE.Em.) AND rrs SATISFACTORY
PLACEMENT SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE
BU1LDING DEPARTMENT
10. A SEPARTE BUILDING l'='ERMlT IS REQUIRED FOR ALI. RETAINING WALLS.
INTO THE
NCH ea kF'u_L SHOUL '35 PLACED TO THE FOLLOWINGSAND
MATERIALS ARE U KFILL
12. EXTERIOR TRECHES PARALLEUNG A FOOTING AND EXTENDING BELOW A
1:1 THE OUTSIDE BOTTOM EDGE OF THE
0
GARDEN WALLS. POOLS, SPAS.
PUBLIC RIGHT OF WAY IE DR
ALL UTILITY TRE
STANDARDS: 90% OF THE LABORATORY STANDARD IF NATIVE OR
SED AS BAG
FENCES, ENCROACHMENTS
11.
PLACE PROJECTED FORM
NG SH LL BE COMPACTED TO
SAND BACKFILL SHOULD NOT BE ALLOWED IN THESE
SITY TESTING ALONG WITH PROVING
SHALL BE ACCOMPIJSHED TO VERIFY THE DESIRED RESULTS.
13. ALL TRENCH EXCAVATIONS SHOULD CDNFORM TO CAL—OSHA AND
LOCAL SAFTEY CODES.
STANDARD.
TRENCH BACKFILL AREAS. DEN
SITE PLAN NOTES
TECHNICAL
PROPERTY LINE
PROPERTY LINE WALL (NEW)
1
2
3
4 FRONT YARD SETBACK (2o' TO FACE or FINISH)
5. SIDE YARD SETBACK (3' TO FACE or FINISH)
6. REAR YARD SEFBACK (5' TO FACE or FINISH)
7. BUILDING SEFEACK TO PROPERTY UNE
5. BUILDING IAYOUT REFERENCE POINT
9
16. ENE or BALCONY ABOVE
LINE OF FIRST FLOOR
12. LINE or SECOND FLOOR
1:. EXISTING PL FENCE
14. LINE or ROOF OVERHANG
15. LINE or GARAGE CURB
13. UTILITY EASEMENT
17. LANDSCAPE EASEMENT
13.
19. EXISTING STRUCTURE
20.
ELEMENTS
21. STREI-fl‘ TREE (EXISTING)
22. STREET TREE (NEW)
23. DRNE APPROACH
24. SIDEWALK
25. CURB
25. currsn
27. CONCRETE WALK w/ LIGHT AGGREGATE FINISH
25. CONCREFE WALK w/ BROOM FINISH
29. LAWN AREA
30. SAW—CUT EXISTING WALL
:51. 42" TALL PRIVACY FENCE
32. TRASH AREA
33. PLANTER
34. FIREPLACE
:55. MAIL BOX
36. BBQ 5: COUNTER
37. 60" TALL PRIVACY WALL
33. ENTRY GATE (42' MAX HEIGHT)
:59. COLUMN
40. 42' MAX. HEIGHT (PER 3.5.5 — SP17)
41.
42.
43. HARDSCAPE
44.
45. nowuspour LOCATION
46. TREE BOX OUTLINE
47. A/C EQUIPTMENT
43. FIRE HYDRANT
49. BAY wmoow
so.
SERVK:
51. ELECTRICAL Ml-_‘l'ER
52. ELECTRICAL P.O.C.
53. WATER SERVICE 6 BUILDING
54. WATER METER ac P.O.C.
55. GAS METER
56. GAS P.O.C.
57. PHONE J-—BOX 0 BUILDING
53. PHONE P.O.C.
59. CABLE TV J—BOX 0 BUILDING
so. CABLE 1v P.O.C.
SPECIALTY
61. BUILDING SETBACK PLUS 1‘ To FOUNDATION FOARMBOARD
62. 30" MlNlMUM TO EDGE or FASCIA
53. BACK FLOW VALVE
64. LAWN AREA
65.
66.
67.
65.
sf’. CONCRETE PATIO w/ SANDSTONE PAVERS
SITE PLAN KEYNOTES
1 HARDSCAPE WITH SWALE
2 EARTHEN SWALE
3 3" DIA. PLANTER DRAIN NDS ATRIUM #75
4. 4" DIA. DECK DRAIN NDS1212 BRASS
5. FlLTERED CATCH BASIN
6. PERCOLATION PIPE
7. NEW 4" PVC DRAIN SCH.40 2% MINIMUM SLOPE
8.
9
1
. .FéO0F DR DECK DRAIN TlE—lN
D. PROVIDE THICKENED EDGE
TOP OF SLOPE
2. TOE OF SLOPE
1}. NATURAL GRADE
14. CUT/FILL LINE
15. 2% SHEET FLOW
16. COMPACTED BERM
17. GRADE BREAK
18. DRAINAGE I-IDW LINE
19. HIGH POINT
20. FINE GRADE T0 DRAINAGE DEVICE
21. CURB
22. GUTTER
23. AlJ.EY
24. PARKWAY
25. SIDEWALK
26. DRNE APPROACH dc APRON CNB STD. NO.
27. NEW THRU CURB DRAIN CNB STD. NO. 184 L
28. ELECTRIC METER (36' LEVEL PAD IN FRONT)
g9. NEW UG SERVICE TO ELECTRICAL METER
0.
31. 1 1/2' MAX STEP AT OUTSWING DOOR
32. PLANTER AREA
33. HARDSCAPE AREA
LAWN AREA
36. PROVIDE EROSION CONTROL SAND BAGS DURING CONST. 11/A-1
37. V—DlTCH
38. BUILDING UNE
59. REMOVE ALL NON STANDARD IMPROVEMENTS IN PUBLIC ROW
4-0. LOW WALL
41. GAS SERVICE IN UG VAULT
42. GAS SERVICE IN WALL CABINET
43. INSTALL NEW SEWER CLEAN OUT PER CITY STD 406—L
(WlTH TRAFFIC GRATE) AND LATERAL
44. CAP AND ABANDON EXIST. LATERIAL (VERIFY LOCATION IN FIELD)
45. ELECTRIC MEYER (.'.':6'' CLEAR. LEVEL PAD IN FRONT
46. NEW 1'.WATER METER UPSIZED. (WITH TRAFFIC GRATE)
47. EXISTING WATER METER. FIELD VERIFY CONDITION 8: SIZE
48. EXISTING POWER POLE
49. EXISTING PULL BOX
50.
GRADING PLAN KEY NOTES
1
x.‘
@
PER DETAIL 1/A-1
PER DETAIL 2/A-1
PER DETAIL 3/A-1
PER DUAIL 4/A-1
PER DETAIL 5/A-1
PER DEFAIL 6/A-1
iii-:R DETAIL 9/A-1
E
STUDIO DEL MAR§3?a%Ni"sJef?$?§. 'é“X7'9§EEs23‘ W 313;2;§;§}§§
7: O‘
A .H/rs1::lo. 0'
_ 0Ah 4/30”
CONTACT MR. SAM PERRICONE27562 VALLEY RIM CIRCLESAN JUAN CAPISTRANO, CA 92675PHONE 714-501-7895EMAIL - sarrlperrlconeflmmcomNEW CUSTOM HOME FOR.
JOB N0.13—16
3/20/17
A-I
3 or
DATE
26
ADJACENT HOUSE
ADJACENT HOUSE
STAIR '-___,___, QT! __
ADJACENT HOUSE
GARAGE
17001 PACIFIC AVE
:0l‘~
a‘-n‘=7-
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€99 5-3 3-3
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38'-10'
1'-4" 36'-2' 1’—4'
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17001 PACIFIC AVE
ADJACENT HOUSEADJACENT HOUSE
73'-11'
7o'—o'
22'—6'
‘?
B‘2'-1o‘
r._._.-
9'—11a’-5'
96
9
BEDROOM
/'
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4'-9'
SECOND FLOOR PLAN
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10
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BEDROOM:
1o‘-2'
10'-4'
l__ _ _ _ _ __
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65
BATH
AID
_.—----I
10'—10'
_._.._._..l
‘m
ADJACENT HOUSE
B21.
B30.
C.
C1.
m-
IMSONRY FIREBOX (2" CLEAR TO COMBUSTIBLES)
DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12
2:4 SOLID WALL TO
VOID SPACE BELOW
36'' HIGH x3" DIA. PIPE aoumo (concnzra FILLED)
SPATIAL
OPEN TO BELOW
OPEN TO ABOVE
LINE OI" SDFFlT
- LINE 0* c+:u..~s éR:AK
LINE OF FLOOR A
LINE '3}-'“ FLDGQ‘ BELOW
UNE OF STAIRS ABOVE
LINE OF WALL BELOW
..'_‘NE ORWALL [ABOVE
2,‘J.lNE;0F R00.” BELOW.. . 0
LINE OF ROOF=ABOVELINE OF ARCH
OPEN BELOW STAIRSCLOSED BELOW smnsBALCONY RAILING, 42" REQUIRED HEIGHTSLOPE DIRECTION
Low WALL (42" ABOVE LANDING)
LINE or PROJECTED BASE
sorrrr FOR CHIMNEY FLUELINE or VAULTED CEILING
ELBAENTS
UPPER CABINET
LOWER CABINET
RADIUS CABINET
LINE OF CABINET BASE
DECORATNE CABINET EXTENSION
BUILT IN DESK
VANITY CABINET
BUILT IN ENTERTAINMENT CENTER
Dizv SUSAN
PANTRY SHELVESLINEN CABINET
aoox sun-:1.v:swmnow SEATCOMPU1'ER DESK
SHELF 8: POLEooueu-: SHELF dc POLESHOE RACK
A/C UNITSWALL NICHE
DISPLAY SHELF
COLUMN
ACCESS PANEL TO STAIR AREA
20x30 ATTIC ACCESS
30x30 ATTIC ACCESS
PULL DOWN STAIR ACCESS
PLANTER
MECH. CHASE
TILE/STONE PAVERS ON CONCRETE SEITING BED OVER HOT MOP
PLY— DECK COATING CLASS "A" CONSTRUCTION PER TABLE 1 IN ESR—2097
STNRS
TREADS 0 11'' MINIMUM
3 RISERS 0 6"
16 RISERS 9 7.25"
16 RISERS 0 7.50"
15 RISERS O 7.00"
7.75" MAXIMUM RISE. 10" MINIMUM RUN
MIN. CODE REQUIREMENTS FOR STAIRS SEE NOTE 38/T-1
42' HIGH GUARDRAIL/HANDRAIL [SEE DETAILS 1.2.4 dc /A-8]
NEWEL POST G: RETURN
HANDRAIL GRIP PER DETAXL 5/A-8
6" MAX DIA. SPHERE O TRIANGULAR OPNG AT TRBD T0 RISER
16 RISERS O 7.68’
3 RISERS 0 7.75’
FIREPLADES [SEE DETAILS 21-24/A-7]
2" CLEAR FROM COMBUSTIBLES
PREFABRICATED HREPIACE GAS) REGENCY. UL—I27. ULCS627. REPORT 5971
PREFABRICATED FIREPLACE GAS APPLIANCE) REGENCY. UL—127, ULCS527. REPORT 5971
DIAMETER
FLUSH HEARTH
RAISED HEARTH 18' PLATFORM
HEARTH
KEY VALVE
SEE DEFAILS 21.22.2324 ON A-8 FOR CODE COMPLIANCE
OODE
5/5' YYPE x DRYWALL snow smn
ONE HOUR RATED WALL 9 < 5' TO PL PER 22/A-85/3" ‘IYPE 'x"1 HOUR noon ASSEMBLY PER cac 7c—1:5—1.4 — 19/A-5
20 MINUTE RATED DOOR & FRAME w/ szu-' CLOSE HINGES, SELF uncnmcwmnow T0 user Ecnass asoummnrromen vsm
15‘ HIGH RAISED PLATFORMmumuu 35' sauna: STOOP AT amzmoa DOORS1/2' mx. STEP AT ourswmc noorzs
2-5/B" TYPE X DRYWALL O CEILING
4" MAXIMUM SPHERE OPENING O RAILINGS dc/OR BALCONIES
1 HOUR SHAFT
30' DIAMETER MINIMUM CLEAR DlAMEl'ER AREA FOR SHOWER
ALL WALLS
14' MAX. LENGTH
12' SQUARE ACCESS PANEL
ACT AS GUARDRAIL
12" DIAMEFER x 18' DEEP CONCRETE FOOTING O PIPE
anmnoous / LAUNDRY
TOILET (mmmum 24' CLEAR IN mom, 30" wma)anon
SINK
BATHTUE W/ SHOWER
WHIRLPOOL/SPA TUE
TUB PLATFORM
SHOWER (SEE PLUMBING PLAN FOR VALVES 5: INFORMATION)
FRAMELESS—TEMPERED GLASS ENCLOSURE
TEMPERED GLASS ENCLOSURE
TEMPERED GLASS DOOR. 3/8' GLASS
2x4 STUDWALL
2x6 STUDWALL
ACCESS PANEL TO JACUZZI MOTOR
R 0MI
MEDICINE CABINEF 15' X21" TOP AT +55"
TANKLESS WATER HEATER
WASHER
DRYER
FREESTANDNG TUB
LAUNDRY DRIP CABINET W/ DRAIN
SPECIALTY
SOUND WALL WITH STC RATING OF 55 MINIMUM NA
LOCATION OF WALL MOUNTED TV
ELECTRICAL PANEL
LOCATION OF HOME RUN CABLE PANELA/V EQUIP. CABINET
SHOWER SEAT
SEFEACK LINE FOR REFERENCE
TELEPHONE SECURITY CENTER
PROPERTY LINE FOR REFRENCE
BRISTOLITE - ESR 3177
42' TALL PRNACY WALL — IN FRONT YARD SETBACK
FLOOR PLAN NOTES
FLOOR PLAN FP-NOTE
SYMBOL DESCRIPTION MODEL SIZE
NUMBER (Wx H x D)
A RE-'RlGERATOR/FREEZER THERMADOR 48'x84-‘:24-'
B COOKTOP/RANGE DUAL FUEL THERIMDOR PCGGGSG 36'x34'x27'
c DOUBLE avm/mcnomvz THERMADDR PODMW301 30"x50"x23'
D DRAWER MIGROWAVE THEMADOR
E DISHWASHER THERMADOR DWI-lD63OGPR24
F WINE RERIGERATOR SHARP 27"x18'x2.'5"
G DOUEE SINK (SS-UNDERMOUNT) BLANCO 33'x12'x20'
H HIGH VENT 1H!-ZRMADOR PH36S
J B-B-Q LYNX 27'x1 4'x22'
K
FLOOR PLAN FP-APPL
1. HANDRAIL HEIGHT SHALL BE 34 T0 38 INCHES ABOVE TREAD NOSING.
2. OPENINGS BI-TWEEN INTERMEDIATE BALUSTERS ON THE OPEN SIDE OF STAIRS SHALL
PRECLUDE THE PASSAGE OF A 4-3/8" DIAMEFER SPHERE.
3. THE TRIANGULAR OPENINGS FORMED BY THE RISER. TREAD. AND BOTTOM RAIL SHALL
FRECLUDE THE PASSAGE OF A 6" DIAMETER SPHERE.
4. HANDRAIL WITH CIRCULAR CROSS SECTIONS SHALL HAVE A DIAMETER OF 1.25” TO 2'.
5. HANDRAILS WITH OTHER THAN CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMEFER
DIMENSION OF 4' TO 6.25‘ WITH A MAXIMUM CROSS SECTION OF 2.25 INCHES.
6. HANDRAIL SHALL BE CDNTINU05 WITHOUT INTERRUPTIDN BY NEWEL POST OR OTHER
OBSTRUCTION EXCEPT AT THE LANDING AND VOLUTE. OR TURNOUT ON LOWEST TREAD.
BRACKET OR BALUSTERS ATFACHED TO THE BOTTOM SURFACE OF A HANDRAIL MAY N0
PROJECT HORIZONTALLY BD’0ND EDGE OF HANDRAIL.
7. MIMMUM HEADROOM OF 6 FT. 8 INCHES REQUIRED.
8. DOOR MAY OPEN ON THE TOP STEP OF A FUGHT OF STAIRS OR AN EXTERIOR LANDING.
PROVIDED THE DOOR DOES NOT SWING OVER THE TOP STEP OR EXTERIOR LANDING AND
THE LANDING IS NOT MORE THAN 7.75 INCHES BELOW THE TOP OF THE THRESHOLD.
9. GUARDRAIL HEIGHT SHALL BE A M!NlMUM OF 42 INCHES.
10. PROVIDE A NOSING BEIWEEN .75" AND L25’ ON STAIRWAYS WITH SOLID RISERS WHERE
TREAD DEPTH IS LESS THAN 11'
STAIR NOTES
FLOOR PLAN
FP-NOTE
949.673.3152FAX 949.673.3156
05
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2855 EAST COAST HWY. STE 234FuEN.9-30-1 CORONA DEL MAR. CA. 92525PHONE 714-501 -7895EMAIL - aamparriconeOme.comTY SUBMITTAL
JOB NO.13-16
1/31/17
A-2
4 OF 26
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an SF. /1541 = .53 S.F.(AREA 2)
USE4VENTSTYPE1FORAREA1
USEZVENTSTYPEZFORAREAZ
AREA 1 = 200 S.F.
AREA 2 = 80 S.F.
OPENINGS SHALL HAVE CORROSlON-RESISTANT WIRE OR MESH
OR OTHER APPROVED MATERIAL WITH 1/B’ MINIMUM AND 1/4' MAXIMUM OPENINGS
-a
— o 1'x14.5' GALV. SCREEN vanin PEI’ WAIJ. (1/5' MAX omc)AREA - .7 so. FT (EACH)
VENT P 1: §
- ID 15' ROUND DDRMER S1‘!LE
AREA = .61 S0. Fl’ (EHBH) (1/8' VAX OPNG)
ROOF
RIDGE
HIP
VALLEY
SLOPE BREAK
CRICKET
PARAPEF
OVERHANG
LILIIEANOF HIGH ROOF TOP PLATE
LINE OF SECOND FLOOR TOP PLATE
LINE OF FIRST FLOOR OVERHANG
J0'X3D” ATTIC ACCESS THRU ROOF PARAPET
GU1TER
DOWN SPOUT
DECK/BALCONY AREA BELOW
REFURN OVERHANG BELOW
GABLE VENT
ROOF VENT — REFER TO SCHEDULE C/A-3
LOCATION OF A/C UNITS. PROVIDE SOUND CALCULATIONS PRIOR TO INSTALLATION
PARAPET SCREEN
WATER HEATER FLUE TERMINATION
FURNACE FLUE TERMINATlON
STORAGE AREA
PLY DECK CIASS 'A' CONSTRUCTION PER TABLE 1 IN ICC ESR-2097
ELEVATOR TOP. COPPER
FIXED BRISTOLITE SKYLIGHT. ESR 3177
36' PREFABRICATED FIREPLACE (WOOD)
ALL VENTS TO BE 0' AWAY FROM ROOF DECK
SEE PLUMBING PLAN FOR DECK DRAINAGE P.O.C.
BUILDING OUTUNE
1 HOUR RATED FASCIA PER DETAIL 1/A-3
PROVIDE 22 SLOPE 0 FLAT ROOF AND DECK
FOAM FASCIA SIMILAR TO 1/A-3
MANSARD ROOF TO PROVIDE 42' TALL GUARDRAIL
ROOF NOTES B
ROOF PLAN RF-NOTE
ROOFING on (1) LAYER
304 FELT ON PLYWD.SH THING.
DRIP EDGE TO COVER
12 STUCCO STOP
2x6 BACKING. MATCH
OVERHANG AT ALL
CONDITIONS - UNO
STUCCO UNDER EAVE AND
ON FACE, 7/B”
STUCCO FINISH PER
A-4 ,
FASCIA I HOUR RATED 2. ,,. I
SCALE: I I/2"=l '-O" FA078
STEEL CHANNEL
TO RUN LONG
ABOUT 5'—a" o/c
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REDWOOD
CMUCAP --—’
6" CMU . SOLID GROUT
na=~
A SPATIAL
A‘. ‘OPEN TO BELOW
A2 0 CPEN TO ABOVE "5
A3 .LlNE2OF‘SOFFlT 0
A4. Z.llNE;OF CEIUNK? BREAK
A5. LINE OF FLOUR ABOVE
A6
-A8
' :.
LINE OF FLOOR BELOW
LINE OF STAIR BEYOND
. 3 "LINE CF ‘WALL BELOW
M9. 2“ LINE OF WALLTABOVE
‘A10. -»o.<'.lNE“0F ROOT BELOW
LINE OF ROOF ABOVE
A12. LINE OF ARCH
A13. OPEN BELOW STAIRS
A14. CLOSED BELOW STAIRS
A15. BALCONY RAILING. 42' REQUIRED HEIGHT
SLOPE DIRECTION
A17. LOW WALL (42" ABOVE LANDING)
A18. LINE OF PROJECTED BASE
A19. SOFFIT FOR CHIMNEY FLUE
A20. LINE OF VAULTED CEIUNG
B. ELDAHJTS
E1. UPPER CABINET
B2. LOWER CABINET
B3. RADIUS CABINET
B4. LINE OF CABINET BASE
B5. DECORATIVE CABINET EXTENSION
B5. BUILT IN DESK
B7. VANHY CABINET
BUILT IN ENTERTAINMENT CENTER
B16. Cxzv susm
B11. PANTRY SHELVES
B12. UNEN CABINET
B13. BOOK SHELVES
B14. WINDOW SEAT
E15. COMPUTER DESK
B15. SHELF 81: POLE
B17. DOUBLE SHELF & POLE
B18. SHOE RACK
B19. ..
B20. WALL NICHE
B21. DISPLAY SHELF
B22. COLUMN
B23. ACCESS PANEL T0 STAIR AREA
824. 20x30 ATTIC ACCESS
825. 50x30 ATTIC ACCESS
B26. PULL DOWN STARR ACCESS
B27. PLANTER
B28. MECH. CHASE
B29. TILE/STONE PAVERS ON CONCRETE SEITING BED OVER HOT MOP
B30. PLY— DECK COATING CLASS 'A' CONSTRUCTION PER TABLE ‘I IN ESR—2097
C. STAIRS
C1. TREADS O 11' MINIMUM
C2. 3 R
C3. 16 RISERS O 7.25"
C4. 16 RISERS O 750'
C5. 18 RISERS O 7.00"
C5. 7.75" MAXIMUM RISE. 10" MINIMUM RUN
C7. MIN. CODE REQUIREMENTS FOR STAIRS SEE NOTE 35/T-1
CB. 42" HIGH GUARDRAIL/HANDRAIL [SEE DEFAILS 1,2,4 & /A-8]
C9. NEWEL POST dc REFURN
C10. HANDRAIL GRIP PER DETAIL 5/A-8
WOOD/BLOCK PL DESIGN
PRIVACY WALL
FLOOR PLAN
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D. FIREPLACES [SEE DETAILS 21-24/A-7]
D1. 2" CLEAR mom CDMBUSTIBLESn2. PREFABRICATED FIREPLACE GAS REGENCY. UL-I27, ULCS627. REPORT 5971D3. PREFABRIUKTED FIREPLACE GAS APPLIANCE) REGENCY, UL-127. ULCS527. REPORT 5971 4 0-‘ V,
D4. MASONRY FIREBOX (2' CLEAR T0 COMBUSTIBLES) «Q, 43,35. ‘Q:-JUSLEHVEIAAFISL cnmm-:v RISER 16' DIAMETER 12 DIAMETER \ U, Q),
5. USH TH rm ‘7 /
D7. RAISED HEARTH 13' PLATFORM 0 3,_ rx) 9; 2D8. HEARTH < '51 =2 0
D9. KEY VALVE Q -4, 5 u.mo. SEE DETAILS 2122.23.24 on A-a FOR coo: COMPLIANCE Q}, —r c: QC/3
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E4. 1 HOU FLOOR ASSEMBLY PER cac 7c—13-1.4 — 19/A-8 u an mgE5. 20 MINUTE RATED DOOR 8: FRAME w/ SELF CLOSE HINGES, SELF LATCHING Z 05 $8E6. wmnow TO MEET EGRESS REQUIREMENT 8 g N 5 .
E7. DRYER VENT 14‘ MAX. LENGTH 52 um I EE8. 15" HIGH RAISED PLATFORM n: :5 5.
E9. MINIMUM 36" SQUARE s'roor= AT EXTERIOR DOORS '55 E -no
E10. 1/2" MAX. STEP AT ourswmc DOORS 0- ‘Ifg
0E11. 2-5/5" TYPE x DRYWAIJ. a CEILING § § PEE12. 4" wxxwuum SPHERE opzmuc o RAILJNGS dc/OR BALCONIES , M3E13. 1 noun sum «>5 25E14. 30' DIAMETER MINIMUM CLEAR DIAMETER AREA ron SHOWER E N o 3
E15. 12' SQUARE ACCESS PANEL In EE16. 2x4 souo WALL T0 ACT AS cumonau. §;Q E I
E17. E NE18. 3
E19. 36' HIGH x3” DlA. PIPE BOLLARD (CONCRETE F1LLED) 8 '7 ‘E’E20. 12' DIAMETER x 15" DEEP CONCRETE FOOTING o P1P: % H
F. BATHROGMS / LAUNDRY
F1. TOILET (MINIMUM 24" CLEAR IN FRONT. 30' WIDE)F2. anonF3. SINK
F4. EATHTUB w/ SHOWERF5. WHIRLPOOL/SPA TUBrs. TUB PLATFORM
F7. SHOWER (52: PLUMBING PLAN FOR VALVES 6: nuronwmou)F5. FRAMELESS-TEMPERED cuss ENCLOSUREF9. TEMPERED cuss ENCLOSURE
F10. TEMPERED cuss noon, 3/a‘ cuss l
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5 LINE or STREET LOW POINT. FLOW um-:. AT CENTER 33. Fans SPRINKLER PANEL RECESSED IN WALL suPPl_lER; FlN15H; pgncgum “L; 100,, ' mono mm .75‘ T0 1' spur rm: SUPPLIER: 14432 SW: Ram 14, [Z gsn-ag§n-.-Q34. LINE or ALLOWABLE HEIGHT 34. EXTERIOR SHOWER ROVERE CIUEGIO 100: ”R5°°T 7° ”""‘°"- 157'” 23"’ SOUTH cum. Kanucxv 42404 1.300.374.7325 — $0539
5. ARCHITECTURAL BANDING 35. FASCIA FER omuu. \ .5 CODE: Itgfliézfllgm 5 ca
5. smusm 6"MAX HEIGHT ABV ROOF AND HT. uulrr as. DRYER VENT LOCATION \ 1 \ 1. ' " o
7 um: or BUILDING SETBACK :57. STREET ADDRESS (4' MIN. HEIGHT) COLOR. OPTIONS: STFNGHT -'°'NT- WW" TWNSET COLOR- BLUE 3 .4 23233
a MAXIMUM auu.nmc HEIGHT mom nmsn GRADE wzm CONTRASTING BACKGROUND ' APPRWED 9' OWNER "mom HMS" INSTALLATION: E: gl.°E!;El1$ONP.lrALW1l+tl?i°l-ED ' W Hgfinuigg
9. HFADER HEIGHT 33. PLUMBING vzm TERMINATION (nan TOGETHER) TWO con REG GUARD anon EXTERIOR mm: comuéns g9.,,°-5&4
10. um: or ROOF BEYOND :59. MECHANICAL vsm TERMINATION TWO can REG sumo snow W5, A .,.,._ t gE§§<§§I
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12. TOP or RAILING 41. Rooms PER A/A-4
13. TOP or PARAPI-II’ 42. camzm puxsnzn PER B/A-4W 45. Ammo STONE ma PER C/A-4 SHUTTERS G SIDING E STONE VENEER C ROOFING A
13' §23WJ°§u.w.uc new mom smear FLow LINE 3‘ 33353 335 .!‘,'’,:3‘.’.““3 PER D/H ELEVATION PLAN ELP—MTl ELEVATION PLAN ELP—MTl ELEVATION PLAN ELP-MTI ELEVATION PLAN ELP—MTl °”" "MW
17: PROPERTY um: 45: szcnorw. GARAGE noon PER F/A-4
18. OPEN TO BEYOND 47. DECORATNE SHUTTER PER G/A-4
19. PROFILE or STRUCTURE aerouo 4a. DECORATIVE TRELLIS AT H/A-4 MATERIAL: MAHOGANY MANUFACTURER: cusrou DOORS MANUFACTURER: §LFfiWO0D CORP. MANUFACTURER: s1S&EM
2o. LINE our smas BEYOND 49. 42' HIGH cuss GUARDRAIL - SANWIGD
ELDEN15 50. STUCCO EXPANTION JOINT 7A.;:a_7gA_927°1 CORONA CNJF. 99393 W%-3:321
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23. cnwmer FLUE 53. spuwzn wmnow RECESS 2 LAYERS GRADE D PAPER ww J03 ,,.,_
24. smmzss sn-:1-:1. WEEP scan-:50 54. room: JOINTS GLAZING; DUAL Wm, PAPER REQUIRED AT ALL was 1 3-15
25. ELECTRICAL METER LOCATION 55. KITCHEN vzms // COLOR. APPROVED BY OWNER gH\gg_u: . TEXTURE SMOOTH WALL WERSZED BULLNOSE CORNERS _____.._DR
26. PANELE ETE E CLOSURE 55. 42' MAX. HT. BLOCK WALL AT mom P L PER :5 A-3 - - : .
27. GAS ML-:DrE: RE§:Es:ED IN WALL CABIN!-3l’ 57. 42" TALL GATE AT SIDHARD V5'"'°N- 5°“ LEVEL T°= ‘/5 W 1°‘ 3/20/17
23. ovznumc 55. nusn ancmsune BEYOND
29. OVERFLOW SCUPPER 59. A/c UNITS BEYOND COLOR; BEIGE
.30. LOCATION or mum um: um WALL 50. A__L‘_
ELEVATION KEYNOTES @ I TRELLIS . H GARAGE DOOR F DOOR & WINDOWS D CEMENT PLASTER B
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9. FLOOR SHEATHING
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31. FINISH FLOOR 2' ABOVE STREET FLOWLINE 2” "L N —— 2” FF C1132. EXTERIOR PLANTER 223 PL
33. EXTERIOR BALCONY --- Q
34». HEIGHT LIMIT é
35. THIS AREA OPEN TO EXTERIOR _
36. 1 HOUR RATED CEILING PER PLAN
37. 5/8' TYPE X GYPSUM BOARD :l E O
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13-16
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