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SNIA <br />NA-"'fffi$ <br />CITY ()T <br />Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza <br />P.O. Box 1 988 (M-19) <br />Santa Ana. CA 92702 <br />(714) 647-s800 <br />www.santa-ana.org <br />, OVERHANG <br />6' <br />i,4rN <br />I[= ti= <br />PATIO COVER FOR ONE AND <br />DWELLINGS <br />I <br />=.s.-J$' <br />csc 2010 <br />Prior to expending time, money or eflon in plan preparation, the applicant should contact the Planning Dtvision al (714) U7.5804 <br />regarding zoning, setbacks, landscape, aesthetics and olher requirements. A f ully drmensroned SITE PLAN shall be requlled on a <br />separate I 1/2" r 11" sheet of paper. Ask lor handout on Besidenlial Site Plan lnformalion (patio cover is not permined within <br />5 feet o, a property line). <br />SEE ROOFING NOTE <br />SPECIFY ROOFING & SHEATI.IING OB OPEN LATT CE <br />RAFTERSZE&SPACING <br />SEE TABLE 'A' <br />IMPORTANT NOTE TO PERM IT APPLICANT <br />l2 4 <br />DETAIL <br />12',z <br />4 <br />t <br />ll <br />25OOPSICONCBETE <br />END VIEW <br />SIDE VIEW <br />FOOINGS. <br />CBC APPENDIX I A PATIO COVEB MAY BE SUPPORTED ON A CONCRETE SLAB ON <br />GRAOE WITHOUT FOOTINGS, PBOV]DEO THE SLAS IS NO LESS THAN 3 1/2' THICK ANO <br />FUHTHER PROVIDEOTHAT THE COLUMNS DO NOT SUPPOBTLIVE AND DEAO LOAOS IN <br />AN EXCESS OF 750 POUNDS PEB COLUMN <br />JOIST HANGER OR SOLIO ELOCKLNG <br />NAIL BAFTER TO BLOCKING <br />DETAIL "A" <br />/2'-o <br />TABLE A USE:I OETEFMINE ROOF SLOPE <br />2 SELECT BAFTEH SPAN <br />3. SELECT RAFTEF CENTER <br />TO CENTEB SPACING <br />4 SELECT BAFTEB SIZE <br />IABLE B USEr <br />1 SELECT SPAN OF RAFTER <br />2 SELECT POST SPACING <br />3 SELECT HEADER SIZE <br />TABLE A <br />ROOF RAFIEBSPA! <br />SZE <br />SPAC NGc roc AOoF SLCJPE BOOF SLOPE <br />> 412 <br />2Xl <br />12" <br />16 <br />8:0, <br />7.O"7r6', <br />516', <br />,/t-.---'\'ay 1z', <br />15(nD <br />13-0'r3r6' <br />12r0' <br />10r6' <br />2XA -12'16' <br />24' <br />'--1.,.{. <br />r5 -6' <br />13 6" <br />16 -0' <br />1410' <br />a <br />TAALE B <br />SPAN OF POST -SP*E]NG / HEADEF S ZE( ax6) <br />10-oarrro\5.6 1e.d)14.0"ina,5.0"10'-6'13',.0' <br />16 0 10-0'12-O' <br />18 0'7 .O'9:5"11 .6" <br />SPAN OF POST SPACING / FOOTING SIZE <br />10-ol 5r6',/15',sq 9:}AAlso 11',6',21'so r510"24" so <br />a2r0' -5.6'x6'scr _816"/20'sd 11.A'22' q 14 -0"/26' sq-ir.r 510-/16'sq-1016'24_ sa 1310"/26' so <br />t6.0 7!6"/21 ' so 10 -0"/24' sq 12\0',127' sq <br />r810'7!O'/21'sa 9.6'120'sq 11 -6'/2a'so <br />PATIO SIZE <br />POST SIZE <br />POST SPACING <br />HEADER SIZE <br />RAFTER SPAN <br />RAFTER SIZE <br />& sPAcrNG 2- <br />NOOF PITCH <br />F, NO.1 <br />ROOFING MATERIAL <br />GBADE OF LUMBER: <br />OK TO ISSUE <br />Lt{AM 5 <br />CONTINUOUS LE'GER <br />,oo rroora rt , / <br />SEETAALE'B'- <br />o <br />SLOPE TO DRA ''I + Z <br />DETAIL "C" <br />EXISTING <br />HOUSE <br />( <br />LONG SIDE MUST BE 55'; OPEN <br />.t I <br />" POST SPACING <br />I_ DETAIL <br />DETAIL 'D' <br />FOOTING I2' <br />BELOW GFADE <br />SEE TABLE <br />c- FoB s zE <br />I I <br />@vt01/19/2011 <br />a D.F. No 2 <br />o.c <br />TABLE C USE:I SELECT SPAN OF RAFTER <br />2 SELECT POST SPACING <br />3 SELECT FOOTING SIZE <br />rAELE C <br />Page 1 ol2 <br />I <br />OVERALL LENGTH <br />-tJ- <br />I <br />,hl1 <br />- 3/8'o X 5'LONG LAG SCREWS/ rNTo sruDs AT 18" o c. <br />-2XCONTINUOUS <br />LEDGER <br />I <br />L