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Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza PATIO COVER FOR ONE ANDRO. Box 1988 (M-19)PL.ANNING Santa Ana, CA 92702 TWO FAMILY DWELLINGS& BUILDING (714) 647-58004 AGENCY www.santa-ana.org <br />CITY OF 1 il l 1 <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 withinC faa* -f 4 -r--ar·hi lina) <br />SEE ROOFING NOTE <br />SPECIFY ROOFING & SHEATHING OR OPEN LATTICE- RAFTER SIZE & SPACING <br />SEE TABLE "A" <br />DETAIL / <br />111 <br />m 12 0 0 0 <br />fulCONTINUOUS LEDGER j=ZI-zi <br />FOR HEADER SIZE # DETAIL 'B" i /SEE TABL 'B' ,ilf "Dusk* -- -0 <br />liu <br />12' <br />MAX.RAFTER SPAN '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 />h /-1.1 <br />' n <br />6" r <br />MIN.MIN <br />/ n <br />FOOTING 12"00 <br />BELOW GRADE a <br />SEE TABLE <br />--'C' FOR SIZE <br />n v <br />. 1 1' 21 1 '1 i .. illis liN-=11'14 - U 3 <br />1 i :.Ii:.1 / i2500 P.S.1. CONCRETE -->FIE-3 / *SIDE VIEW <br />END VIEW <br />F-- 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 3 1/2'THICK AND <br />FURTHER PROVIDED THATTHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PER COLUMN. <br />g-- 2X CONTINUOUS LEDGER TABLE A <br />TABLE A USE: <br />1. DETERMINE ROOF SLOPE <br />2. SELECT RAFTER SPAN <br />3. SELECT RAFTER CENTER <br />TO CENTER SPACING <br />4. SELECT RAFTER SIZE <br />RAFTER <br />SIZE <br />2X4 <br />ROOF Rt FTER SPAN <br />SPACING ROOF SLOPE ROOFSLOPE <br />C. TO C.<4:12 24:12 <br />12'8'-0'8'-6° <br />16°7'-0"7'-6° <br />24'6'-0°60-6 " <br />2X6· JOIST HANGER OR SOLID BLOCKING I <br />NAIL RAFTER TO BLOCKING - <br />2X8 <br />DETAIL "A" <br />12"13'-0'13'-6" <br />16"11'-6'12'-0' <br />24'10'-0"10'-6. <br />12°17-0'17'-6" <br />16"15'-6°16'-0" <br />24"13'-6"14'-0' <br />SIZE <br />31ZE <br />BPACIN fly 4 <br />-R SIZE 4- <br />D ODAKI <br />xy O l.:O.C. <br />£ A-i'L <br />/34/Lt-Up'*oop <br />ND.F. NO.1 <br />[] D.R NO.2 <br />TABLE B USE:SPAN <br />1. SELECT SPAN OF RAFTER RAFT <br />2. SELECT POST SPACING 10'- <br />3. SELECT HEADER SIZE 12'- <br />14'- <br />16'- <br />. 18'- <br />TABLE C USE:SPAN <br />1. SELECT SPAN OF RAP-TEA RAFTE <br />2. SELECT POST SPACING 10'-0 <br />3. SELECT FOOTING SIZE 12'-0 <br />14'-6 <br />1629 <br />34 <br />TABLE B <br />OF PO 3T SPACING /MBADERS 7E <br />ER 4x4 4](6 1 4*8 j 4x10 <br />0' 5'4"9'-0" •--fr-6'15'-0" <br />0' 5'-6- 8'-6 11'-0°14'-0' <br />6" 5'-0'8'-0"10'-6'13'-0' <br />0 - 70-6"10'-0",12'-0. <br />0" - 70-0" - .956"11'-6° <br />TABLE C <br />OF <br />POST SPACING / FOOTING SIZEER <br />" 5'-6"/15" sq. 900'718"so fl'-6721 ' sa. 15'-0724° sa <br />° 5'-6716°sq 8'-6720'sq. 11'-0'722' sq. 14'-0726'so. <br />' 5'-00/16" sq 8'-0720° sq. 10'-6'724" sq 13'-0726" so. <br />7,-6721 b sq. 106042 .12'-0727' sq. <br />7'-0721° sq. 9f6°/26 11'-6'728° sq <br />'1611 O Page 1 of 2 , <br />[