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1 CITY OF Will 111 1 1 <br />m PLANNING <br />& BUILDING <br />AGENCY <br />Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza PATIO COVER FOR ONE AND <br />RO. Box 1988 (M-19) <br />Santa Ana, CA 92702 TWO FAMILY DWELLINGS <br />(714) 647-5800 <br />www.santa-ana.org <br />U7'912•Ng=¢*ke,/ICI,m.=21;*l*91=Zes,hiNMAmEeM&051£'72*:.. <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) 647-5804 <br />regarding zoning, setbacks, landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on a <br />separate 81/2" x 11" sheet of paper. Ask for handout on Residential Site Plan Information (patio cover is not permitted within <br />5 feet of a property line). <br />SEE ROOFING NOTE <br />SPECIFY ROOFING & SHEATHING OR OPEN LATTICE <br />DETAIL / <br />°A" <br />- RAFTER SIZE & SPACING <br />SEE TABLE "A" <br />m <br />1 <br />12 <br />0 0 0 <br />r <br />12¤ <br />MAX. <br />CONTINUOUS LEDGER <br />FOR HEADER SIZEq <br />SEE TABLE "B' <br />/ <br />11 <br />6- DETAIL "B" 1 j <br />/ <br />DETAIL "D" --/LU <br />RAFTER SPAN _| 2 -' POST SPACING | <br />/1 1 <br />EXISTING <br />HOUSE <br />WALL <br />"OVERHANG OVERALL LENGTH <br />1 * <br />LONG SIDE MUST BE 65% OPEN <br />DETAIL "C" - <br />SLOPE TO DRAIN - <br />-- <br />n \ <br />6° 6" <br />MIN.MIN -- <br />/ n <br />FOOTING 12' 60 <br />BELOW GRADE o <br />SEE TABLE <br />--- 'C' FOR SIZE <br />n .11 <br />lilli <br />t <br />. 11 <br />1.1 1- 1 <br />941 <br />2500 P.S.I. CONCRETE <br />END VIEW <br />SIDE VIEW <br />r- 3/8" 0 X 5" LONG LAG SCREWS <br />/ INTO STUDS AT 16' O.C. <br />FOOTINGS: <br />CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON <br />GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 31/2"THICK AND <br />FURTHER PROVIDED THATTHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PER COLUMN. <br /> 2X CONTINUOUS LEDGER TABLE A <br />t==.TABLE A USE:ROOF RAFTER SPAN <br />1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE <br />2. SELECT RAFTER SPAN SIZE C. TO C.<4:12 24:12 <br />3. SELECT RAFTER CENTER 12"8'-0.8'-6" <br />TO CENTER SPACING 2X4 16'7'-0°7'-6° <br />r i 4. SELECT RAFTER SIZE 24'6'-0"6'-6 -ENls!\31 12"13'-0"13'-6' <br />2X6 16"11'-6°12'-0° <br />JOIST HANGER OR SOLID BLOCKING 1 \24°10'-0"10'-60 <br />NAIL RAFTER TO BLOCKING 1 12'17-0"17-6" <br />2X8 16"15'-6°16'-0" <br />DETAIL "A"24.13'-6"14'-0° <br />TABLE B <br />/0 x 2\PATIO SIZE <br />POST SIZE 4/ x 4 <br />POST SPACING 5- 9 <br />HEADER SIZE 4 x 6 <br />RAFTER SPAN 9 - <br />RAFTER SIZE <br />& SPACING 1 x 6/ @ / 6° O.C. <br />ROOF PITCH 8-10+ <br />ROOFlNG MATERIAL Hool £ A 9 <br />GRADE OF LUMBER: O D.R NO.1 <br />O D.R NO.2 <br />TABLE B USE: <br />1. SELECT SPAN OF RAFTER <br />2. SELECT POST SPACING <br />3. SELECT HEADER SIZE <br />TABLE C USE: <br />1. SELECT SPAN OF RAFTER <br />2. SELECT POST SPACING <br />3. SELECT FOOTING SIZE <br />SPAN OF PO 3T SPACING / HEADER S 7. E <br />RAFTER 4x4 4x6 4x8 4x10 <br />10'-0'5'-6"9.-0.11'-6'15'-00 <br />12'-0.5'-6'8'-6'11'-0°14'-0° <br />14'-6"5'.0'8'-0'10'-6'13'-0° <br />16'-0' - 7-6'10'-00 12'-0' <br />18'-0" - 7'-0"9'-6°11'-6' <br />TABLE C <br />SPAN OF POST SPACING / FOOTING SIZERAFTER <br />10'-0"5'-6°715°so. 9'-0718"so 11'-6°/21"sa. 15'-0724"sa <br />12'-0"5-6716' so 8'-6720" sq 11'-0722" sq. 14'-0726" sq <br />14'-6°5'-0716- sci 8'-0720- sa 10'-6724- so 13'-0726° sa <br />16'-0' .7-6721" sq 10'-0724' sq 12'-0727" sq. <br />18'-00 7-0'/21° sq. 9'-6726- sq 11'-6'/28' sq <br />rev: 07/19/2011 Page 1 of 2 <br />.