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NA <br />PTT\ING <br />& ButDt\G <br />,I(;TICY <br />Planning & Building Agency <br />Buildlng Salery Division <br />20 Civic Center Plaza <br />P.O. Box 1988 (M-19) <br />Santa Ana, CA 92702 <br />(714) 647-s800 <br />www.santa-ana.org <br />PATIO COVER FOR ONE AND <br />TWO FAM!LY DWELLINGS <br />srD-02 cac20r0 <br />IMPOHTANT NOTE TO PERMIT APPLICANT: <br />Prio.lo expending lime, money or etlorl in plan preparalion, tho applicanl should contact lhe Planning Division al (714) 647-5804 <br />regarding zoning, setbacks, landscape, aesthetics and olher requirements. A lully dimensloned SITE PLAN shall be required on a <br />separateSl/Z' x11'sheetofpape( Ask lor handout on Besrdenlial Srle Plan lnlormalion (patlo cover 18 not permltted wllhln <br />5 reel ol a propedy line). <br />SEE FIOOFING NOTE <br />SPECIFY BOOFING & SHEATHING OB OPEN LATIICE <br />BAFTEN SIZE & SPACING <br />SEE TABLE 'A' <br />DETAIL <br />12 <br />.OVEBHANG <br />6" <br />MIN <br />6' <br />MIN <br />lll=r[= <br />25OOPSICONCAETE <br />END VIEW <br />SIDE VIEW <br />3/8' O X 5" LONG LAG SCFEWS <br />INTO STUDS AT 16'O C <br />FOOTINGS: <br />CBC APPENDIX I. A PAfIO COVER MAY BE SUPPORTEO ON A CONCRETE SLAA ON <br />GRAOE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 3 1,2'THICKAND <br />FURTHER PROVIDED IHATIHE COLUMNS DO NOT SUPPORT LIVE ANO DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PER COLUMN. <br />2X CONTINUOUS LEDGER TAALE A <br />TABLE A USE:I OEIEBMINE NOOF SLOPE <br />2 SEIECT BAFTEB SPAN <br />3 SELECT RAFTEF CENTER <br />TO CENTEB SPACING <br />4 SELECI HAFIER SIZE <br />ROOF FAFTER SPAN <br />stzE <br />SPACING <br />C TOC <br />BOOF SLOPE <br />< 4.12 <br />8r0' <br />7'-O' <br />AOOF SLOPE <br />> 1:12 <br />8',-6' <br />6.6' <br />2X4 <br />12" <br />16' <br />2X6 <br />12', <br />16' <br />13:0' <br />11:6', <br />10-0" <br />1?-O' <br />10.4' <br />2X8 <br />12' <br />16' <br />24' <br />17-0' <br />13.6', <br />r6!0' <br />14r0' <br />JOIST I]ANGEB OR SOLID ELOCKING <br />NAIL FAFTEF TO BLOCKING <br />DETAIL'A' <br />TAALE A <br />PATIO SIZE <br />POST SIZE <br />TABLE 9 t'SE: <br />1 SELECT SPAN OF RAFIEA <br />2 SETECT POST SPACING <br />3 SELECT HEAOEB SIZE <br />SPAN OF posr spaalN{'l / HFAoFR srTF <br />4x10 <br />loi0__ <br />'t2 -0 <br />5.0'8!0'1016'13',.0' <br />_lEq_ <br />18,0' <br />7.6-to-o' <br />0'6"7-0 11 6' <br />POST SPACING <br />HEADER SIZE X <br />RAFTER SPAN <br />BAFTER SIZE <br />& SPACING <br />ROOF PITCH <br />SPAN OF POST SPACING / FOOTING SIZE <br />10.0' <br />816?20'so <br />11:6?21' sa 15 0'/24'lS. <br />14 4126' s{12rQ'5:6'/16'. sq 11 .O',122', s<) <br />14 -6'5 0716' sa 1016"/24" $13r0'126', s. <br />16,0' <br />1810', <br />716'21'sq.12\O',t27' sn <br />710'/21'sa.916'/26' sq 11 ,6'28'sq <br />ROOFING MATER AL <br />GRADE OF LU[IBEB: <br />CONTINUOUS LEDGEB <br />RAFTER SPAN <br />FOR HEADEN SIZE <br />SEE TABLE 'B' <br />SLOPE TO DFAIN > <br />DETAIL "C' <br />EXISTING <br />HOUSE <br />( <br />LONG SIDE MUST BE 65% OPEN <br />.l <br />I <br />z <br />2 <br />5 <br />I <br />l <br />,L- oETnrL <br />ll <br />lr <br />DETAIL'D' <br />OVEBALL LENGTH <br />FOOT]NG 12' <br />BELOW GAADE <br />SEE TAALE'c' FoB srzE <br />, . POST SPACING <br />\-o i <br />rcv:01/19/2011 <br />tl o.r. ro.r! D.F No.2 <br />TABLE C USE: <br />1 SELECI SPAN OF FAFTEB <br />2 SELECT POST SPACING <br />3. SELECI FOOIING SIZE <br />IAALE C <br />SNIACITT ()T <br />12 <br />\ @ 'o.C. <br />I <br />lt il l <br />Page 1 ol2