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ctil0l <br />NA-\i),Jiil <br />Planning & Building A96ncy <br />Building Salety Oivision <br />20 Civlc Center Plaza <br />P.O. Box 1988 (M-19) <br />Santa Ana, CA 92702 <br />(714) 647-5800 <br />www,santa-ana.org <br />RAFTEF SIZE & SPACING <br />SEE TABLE "A' <br />12 <br />PATIO COVER FOR ONE AND <br />TWO FAMILY DWELLINGS <br />IMPORTANT NOTE TO PERMIT APPLICANT: <br />P or lo expending tme. mon€y or erfort In plan preparation. the applicant should conlacl the Plsnnino Division at (714) 647-5804 <br />Egarding zonrng, setbacks. landscape. aeslhetics and other requiremenls. A fully drmonsioned SITE PLAN shall be requiaed on a <br />separate 8 l lZ x 11" shoet ol pap€r. Ask lor handout on Residenlial Sile Plan lnirrmal,on (patlo covea la not peamittsd wlthln <br />5 lcct ol a propeny linc). <br />SEE ROOFING NOTE <br />SPECIFY ROOFING E, SHEATHING OR OPEN LATTICE <br />DETAIL <br />PATIO SIZE <br />POST SIZE <br />POST SPACI <br />12" <br />(! <br />?E <br />€xlsTtNG <br />HOUSE <br />DEIAIL'C'\ <br />".o"a <br />to o*,^ -- ) ' <br />6" <br />MIN <br />6' <br />MIN <br />. OVFBHANG <br />:ll <br />25OO P S.I. CONCRETE <br />END VIEW <br />3A'O X 5'LONG LAG SCBEI'VS <br />INTO STUDS AI 16'O C <br />2X CONTIN'OUS I€DGEB <br />OETAIL'A' <br />)v <br />sloE vtEw <br />FOOINGS <br />CBC APPENDX I, A PAIIO COVER MAY AE SUPPORT€O OI{ A CONCRETE SLAB ON <br />GAADE WTIiOUT FOOTINGS. PROVIOED THE SLAA IS NO LESS THAN 3 1,7 THICK A''ID <br />FUBIHEB PROVIDEO T}1AI THE COLUMNS DO NOT SUPPOFTI LIVE AND DEAO LOAOS IN <br />AN EXCESS OF 750 POUNDS PEN COLUMN, <br />IABLE A <br />TAALE A USE:I DETEBMINE FOOF STOPE <br />2, SELECT ffAFTEB SPAN <br />3 SELECT RAFTEB CENTEA <br />TOCENTER SPrcING <br />4 SELECI FAFTEA SZE <br />TABLE A USE: <br />1. SETECT SPAN OF RAFTEB <br />2 S€I€CT POST SPACING <br />3 SEIECT HEADER SIZE <br />ROOF RAFTEB SPAN <br />SlZE <br />SPACING <br />C TOC <br />BOOF SIOPE ROOF SLOPE <br />>412 <br />2X4 <br />'@> <br />1z', <br />t5' <br />8:0 <br />7.O' <br />8€' <br />12'aE> <br />2,t <br />r 3-o'arlq;)ffi <br />13-6' <br />12',-O' <br />1it.6' <br />2XA t6' <br />24' <br />l/{' <br />r516' <br />rr-6' <br />r6!0' <br />NG <br />)t <br />TAALE B <br />SPAN OF POST SPAT:ING i HFANER SITF <br />/--15i.')4s) <br />1146'5:0'8',-O'1o:6"t 3-0' <br />18.0'14' I 0.6'r1,6 <br />SPAN OF POST SPACING / FOOIING SIZE <br />10-o'r',6'/21 ' sa_1 510'/2,1' so42,8-)5-6716'so.,l.l'0'26'sq._ "f4 6'r 3{',?6' so16{'1010724',sa 12.0127' st) <br />r8 -0'710'l?1'sq 916'26'so 1116?2A'so <br />HEADEB SIZE <br />RAFTEB SPAN <br />RAFTER SIZE <br />E SPACING <br />ROOF PITCH <br />rI L ,lb'o" <br />o.1 <br />ROOFING MATEBIAL <br />GRADE OF LUMBER <br />CONTINUOI]S I E'}GFR <br />MFIEFI SPAN <br />FOF HEADEF SIZE <br />S€E TABLE'B' <br />( <br />l '8" <br />_'_'POST SPACTNG <br />_I DETATL <br />DETAIL'D' <br />OVEFALL LENGTH <br />n <br />LONG SIDE MUST BE 659" OPEN <br />7- <br />FOOTING 12' <br />AELOW GFADE <br />SEE TASLE.c. FOB SIZE <br />n <br />l <br />rcv:O7/19/)O11 <br />F, NO,2 <br />IAALE C USE: <br />I, SELECT SPAN OF RAFIER <br />? SETECT POSTSPACING <br />3 SETECT FOOTIXGSIZE <br />TABLE C <br />Paga 1 of 2 <br />SNIA <br />.I <br />Y/,/ 1 <br />/ JorsT HANGEF oa soLto BLcrcKtNG t ), <br />NAIL BAFTEn To ELCICXING I <br />{':r1'>