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CTIOP SANIA <br />Nfu"':l[l]iff <br />t <br />PATIO COVER FOR ONE AND <br />TWO FAMILY DWELLINGS <br />srD.02 cBc 20r 0 <br />IMPOHTANT NOTE TO PERMIT APPLICANT: <br />Prior lo expending lime, money or ettort in plan preparalion, the applicanl should contact lhe Planning Division at (714) 647-5804 <br />regarding zoning, selbacks, landscapo, aeslhetics and oiher requirements. A lully dimensioned SITE PLAN shall be required on a <br />separateB'1/Z'x11'sheetolpaper. Ask ror handout on Residenlial Sile Plan lnlormalion (patlo cover ls nol permltted wlthin <br />5 teet ol a property llno). <br />SEE FIOOFING NOTE <br />SPECIFY NOOFING & SHEATHING OB OPEN TATTICE <br />BAFTER SIZE E SPACING <br />SEE TABLE ,A' <br />12 <br />DETAIL <br />12" <br />-{ALt ( <br />8' <br />lvl N MIN <br />= <br />[n= <br />25COPSICONCFETE- <br />END VIEW <br />3/8" 6 X s',LONG tAG SCFTEWS <br />INTO STUDS AT 16'O.C, <br />2XCONTINUOUS LEOGEB IAALE A <br />I <br />i <br />TABLEA USE: <br />1. DETERMINE ROOF SLOPE <br />2, SELECT FAFTEA SPAN <br />3 SETECT FAFTEN CENTEB <br />TO CENIEB SPACING <br />1, SELECT RAFIER SIZE <br />RAFIER <br />SIZE <br />SPACINGc.foc ROOF SLOPE <br />< 4:12 <br />ROOF SLOPE <br />> 4:12 <br />2X4 <br />12" <br />16', <br />810' <br />7r0' <br />8r6" <br />7,6' <br />6 -6' <br />2X6 6', <br />24' <br />124' <br />ro-0' <br />12' <br />24' <br />1a.0' <br />15!6' <br />13!6' <br />17-6' <br />16!0' <br />14'-0' <br />JOIST HANGEB OR SOLID BLOCKING <br />NAIL FAFTEF TO BLOCXING <br />TAALE At-)TABLE B USE: <br />1, SELECT SPAN OE BAFTEB <br />2 SELECT POSTSPACING <br />3, SELECT HEAOEB SIZE <br />PATIO SI2E <br />POST SIZE <br />SPAN OF POST SEICING / HEADEN SIZE <br />4x10 <br />'t2'4'5.6'8,61 11!0" <br />/T.o',\l0'.8'13-0',-'7tr 10{"12-0' <br />18!0'7,0"96'r -6' <br />POST SPACING <br />HEADEF SIZE <br />RAFTER SPAN <br />RAFIEF SIZE <br />& SPACING <br />BOOF PITCH <br />q b a lL'o.c SPAN OF POST SPACING/FOOTING SIZE <br />grO11also 1t'-6721'so <br />14 { /20' sq.'t2.0'516116'sa 616120' sD 11\O'122" sA <br />r4-6'5:0716" sa 810-20'sq 10'$724' sa I 310'/26' sa. <br />1810', <br />7 672r'sq 10'{"/24' sq 12ro'r27' q <br />'/\o'121'9q S18"/26'sq 11 -6'28' sq <br />ROOFING MATEBIAL <br />GBADE OF LUMBER:F NO-1 <br />coNTtNllous I FoGFF <br />RAFTEB SPAN <br />-'- <br />SLOPE TO DBAIN'> <br />DETAIL'C" <br />FOR HEADEN SlzE <br />SEE TABLE 'B' <br />EXISTING <br />HOUSE <br />( <br />U// ,\ oerat <br />DETAIL'D' <br />OVEFALL LENGTH <br />.l <br />n x- <br />FOOTING I2' <br />BELOW GAADE <br />SEE TABLE'c' Foa srzE <br />n <br />z <br />2 <br />= <br />I <br />.t <br />I <br />I <br />rcvOl/19/201) <br />F NO,2 <br />1- <br />TAALE C <br />Planning & Building Agency <br />Building Safety Division <br />20 Civlc Cenler Plaza <br />P.O. Box 1988 (M-19) <br />Santa Ana, CA 92702 <br />(714) 647-s800 <br />www.9anta-ana.or9 <br />-.rl-tnfi--l <br />i;*TtoN <br />D FOn <br />.TL PLAI$ <br />pl on lhr ls;rhtflgil c <br />on lrom $r <br />rilom 8HAI,L }IOI <br />:c violr[on ol ]ty <br />Ifl. <br />" OVEBHANG <br />A <br />SIDE VIEW <br />FOOTINGS: <br />CBC APPENOIX I, A PATIO COVER MAY BE SUPPORTEO ON A CONCREIE SLAB ON <br />GFAOE WITHOUT FOOTINGS, PROVIOED THE SLAB IS NO LESS THAN 3 I2'THICXAND <br />FUNTHEB PROVIDEDTHATTHE COLUMNS DO NOT SUPPORI LIVE AND DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PEB COLUMN, <br />DETAIL'A' <br />NOOF RAFTEFT SPAN <br />f 13.o' ) <br />2X8 <br />_'_'POSTSPACTNG <br />IONG SIDE MUST AE 65% OPEN <br />ffi <br />1i:l' <br />TAALE C USE: <br />1 SELECT SPAN OF FAFTEB <br />2, SELECT POST SPACING <br />3. SETECT FOO-TING SIZE <br />Pago I ol2