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MA <br />Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza PATIO COVER FOR ONE ANDRO. Box 1988 (M-19)PLANNING Santa Ana, CA 92702 TWO FAMILY DWELLINGS& BULDING (714) 647-5800AGENCY www.santa-ana.org <br />.t,%,triM,3,441E5NS2$mummgef,mm,;*1=Daemi-Temaeer,E:eae:W*gul'vd <br />STD-02 CBC 2010 <br />IMPORTANT NOTE TO PERMIT APPLICANT: <br />Prior to expending time, money or effort in plan preparation, the applicant should contact the Planning Division at (714) 647-5804regarding zoning, setbacks, landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on aseparate 81/2" x 11" sheet of paper. Ask for handout on Residential Site Plan Information (patio cover is not permitted within5 feet of a property line). <br />SEE ROOFING NOTE <br />SPECIFY ROOFING & SHEATHING OR OPEN LATTICE <br />DETAIL / <br />1 <br />- RAFTER SIZE & SPACING <br />SEE TABLE "A" <br />0 0 012 <br />12° <br />MAX. <br />CONTINUOUS LEDGER E==S__= <br />FOR HEADER SIZE 4- DETAIL "B"SEE TABLE "B' <br />DETAIL "D"- <br />RAFTER SPAN 2 _ .POST SPACING 1 <br />EXISTING. <br />HOUSE - <br />WALL <br />Al <br />OVERHANG OVERALLLENGTH <br />LONG SIDE MUST BE 65% OPEN <br />DETAIL "C" <br />SLOPE TO DRAIN -n <br />60 6" <br />MIN.MIN <br />FOOTING 12' <br />BELOW GRADE <br />SEE TABLE <br />--\ - 'C" FOR SIZE <br />/ n P. <br />f11 <br />1 1 -1 ! % 11114 lilim =1111 WI"1 -4 1101 1. <br />1. <br />t...1 rED pA-2500 P.S.1. CONCRETE SIDE VIEW <br />END VIEW 64£ .5 <br />- 3/8" 0 X 5° LONG LAG SCREWS <br />/ INTO STUDS AT 16' O.C. <br />44 <br />job <br />Or <br />FOOTINGS: 19 V € <br />CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON Chzz theGRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 31/2" THICK ANDFURTHER PROVIDED THATTHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN 4 *· 68 <br />AN EXCESS OF 750 POUNDS PER COLUMN.00 th <br />- 2X CONTINUOUS LEDGER - TABLE A ,%4 in 94\TABLE A USE:ROOF RAFTER SPAN 44 <br />1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE '/1 NOT'2. SELECT RAFTER SPAN SIZE C. TO C.<4:12 2 4·12 4/4. I3. SELECT RAFTER CENTER 12'8'-0°8'-6"TO CENTER SPACING 2X4 16"7'-0"7'-6° <br />. <br />4. SELECT RAFTER SIZE 24"6'-0°6'-6" <br />12°13'-0°13-6' <br />9 -EL. *L 1_11-6b- JOIST HANGER OR SOLID BLOCKING 10'-0' <br />NAIL RAFTER TO BLOCKING I 12°17'-0°17-6' <br />2X8 16"15'-6'16'-0"DETAIL "A"24°13'-6" 14'-0- <br />TABLE B <br />PATIO SIZE 36'-7 ' 10 <-0 "1. SELECT SPAN OF RAFTER RAFTER 4x4 4x6 4*8 (14*103. <br />TABLE B USE:SPAN OF POBT SPACING / HEADFA S /F.--2/ <br />POST SIZE 4,« x hu 2. SELECT POST SPACING 10-0- 9-6- Ato•11'-6" Trrho <br />POST SPACING 12.'-11'3. SELECT HEADER SIZE 12'-0' 506' 8'-6"11'-0°14'-0° <br />HEADER SIZE 1·Ux lou 10'-6014'-6'5'-0'8'-00 <br />RAFTER SPAN 1 0 '-6 t.'16'-0" - 7'-60 10'-0"12'-0' + <br />18'-0- - 7'-0"9'-6"11'-60' <br />RAFTER SIZE <br />& SPACING x A @ /6 0 o.c.TABLE C <br />TABLE C USE:SPAN OFROOF PITCH /Cli.· \02-2, SELECT POSTSPACING * -10'-0" 5'-6715' sa 9'-0718" sq. 11'-6'/21'so.715'-0"/2€.sal-)€· <br />POST SPACING / FOOTING SIZE1. SELECT SPAN OF RAFTER RAFTER - <br />ROOFING MATERIAL <br />GRADE OF LUMBER: O D.R NO.1Acif POuR.3. SELECT FOOTING SIZE 12'-0"506'716" sq. 8'-6720" sq. 11'-0722" sq 14'-0"/26" sq. <br />14'-6'5-0"/16" sq 8'-0720" sq. 1026'724" so 13'-0726° sq.O D.R NO.2 16'-0'7-6721" sq. 10'-0724" sq. 12'-0"727" sq. <br />18'-0'7'-0721° sq. 9'-6726' sq 11'-6728' sq <br />rev: 07/19/2011 <br />Page 1 of 2