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CTIOI SAI\IIA <br />l rr l PI.l\\l\0 <br />Al\A-'!','il.N <br />Planning & Euilding Agency <br />Building Safety Oivision <br />20 Civic Center Plaza <br />P.O. Box 1988 (M-19) <br />Santa Ana, CA 92702 <br />(714) 647.5800 <br />www.aanta-ana,org <br />sTD.02 CAC mr0 <br />IMPORTANT NOTE TO PERMIT APPLICANT <br />Prio.lo expending lime, money or effort in plan preparation, lh6 applicanl should conlacl the Planning Division al (714) 647-5804 <br />rogarding zoning, solbacks, landscape. aeslhelics and olher requtemenls. A fully dimen$loned SITE PLAN shall be required on a <br />separate8l/? x'll"sheetolpaper. Ask tor handout on BesidenlialSite Plan lnlormation (paliocover ls not pe.minsd wlthin <br />5 feet ol s property lino). <br />SEE ROOFING NOTE <br />SPECIFY AOOFING & SHEATHING OBOPEN LATTICE <br />RAFTER SIZE A SPACING <br />SEE TABLE "A' <br />12-'l <br />DETAIL <br />-" <br />OVEBHANG <br />6' <br />MIN <br />6' <br />MIN <br />r= t= <br />25OOPSICONCBETE.' <br />END VIEW <br />SIDE VIEW <br />3/8" O X 5'LONG LAG SCnEWS <br />INTO STUOS AT I6'O C, <br />FOOTINGS: <br />CBC APPENDIX I, A PATIOCOVER MAY AE SUPPORTEO ONACONCRETE SLABON <br />GRAOE WTHOUT FOOTINGS. PROVIDED THE SLAA ls NO LESS THAN 3 1/2'THICKAND <br />FURTHEN PROVIOED THAT THE COLUMNS OO NOT SUPPORT LIVEAND DEAD LOAOS IN <br />AN EXCESS OF 750 POUNDS PER COLUMN. <br />2X CONTINUOUS LEOGEB TAALE A <br />TAALE A USE: <br />1 DETEBMINE BOOF SLOP€ <br />2 SETECT BAFIEB SPAN <br />3. SETECT RAFTEA CENTER <br />TO CENTEB SPACING <br />1. SEI.ECT RAFIER SIZE <br />NOOF RAFTER SPAN <br />stzE <br />SPACING <br />c. To c. <br />12' <br />t8. <br />BOOF SLOPE <br /><4 t2 <br />B@F SLOPE <br />24:t2 <br />8'..6' <br />1',-8'2X4 <br />810' <br />7',-O' <br />a"^\L'l, <br />11:6' <br />10-o'10',6' <br />2Xa <br />12' <br />t6' <br />24' <br />17,0' <br />15:6' <br />17-6', <br />1610' <br />14:O' <br />JOIST HANGEB OB SOLIO BIOCKING <br />NAIL BAFTEB IO ALOCKING <br />DETAIL'A' <br />PATIO SIZE <br />POST SIZE <br />SPAN OF P.)SI SPACING / HFANFN qITF <br />!tt{v ua_13{'1416',5:0'810',10 -6 <br />1G0 12rO' <br />18',-o'7.0'9-6 11 .6' <br />POST SPACING <br />HEADEB SIZE X <br />RAFTEB SPAN <br />RAFTEF SIZE <br />& SPACING <br />ROOF PITCH <br />@ 'o.c <br />POST SPACING / FOOTING SIZE <br />10'-0'516115" s <br />816 /20'so 11.O'm".,t\ <br />ls!]?{sc. <br />14',.0726'so.t2!0"516116' sq. <br />14',-6'5 0'l16's4.810-/20'sq 1310'r6', s <br />r6',0' <br />1810'. <br />/-6'121'sq 1010724' sq 't2ro')27" e <br />7'-0'121'sa 9 0726' s{l1 -6',28'sq <br />ROOFING I,{ATERIAL <br />GRADE OF LUMAER: <br />12" <br />X <br />: <br />n <br />CONIINUOUS LEOGEB <br />RAFTER SPAN <br />-'- <br />DETAIL 'C' <br />SLOPE TO OFAI ). <br />SEE TAALE 'B' <br />EXISTING <br />HOUSE <br />( <br />z <br />a <br />z <br />,!- oetetL "8" t. <br />DETAIL'D' <br />OVERALL LENGTH <br />LONG SIDE MUSI BE 65'10 OPEN <br />FOOTING 12' <br />AELOW GRADE <br />SEE T'€!E-'c' Fo8 slzE <br />-,-. <br />FOST SPACING <br />I <br />) <br />rcvi 07 /19 /201 1 <br />! D.F. No.1 <br />D D.F. No.2 <br />TABLE C USE: <br />1 SELECI SPAN OF FAFTEB <br />2 SELECT POST SPACING <br />3, SELECT FOOTING SIZ€ <br />IAALE C <br />PATIO COVER FOR ONE AND <br />TWO FAMILY DWELLINGS <br />TAALE A <br />rABLE A USE: <br />1, SELECT SPAN OF FAFTEB <br />2 SElECT POSTSPACING <br />3. SELECTHEADEF SIZE <br />lt. <br />@ <br />Page I ol2