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CITY OF SANTA <br />ANA <br />Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza PATIO COVER FOR ONE AND <br />RO. Box 1988 (M-19)PLANNING Santa Ana, CA 92702 TWO FAMILY DWELLINGS <br />& BUILDING (714) 647-5800 <br />AGENCY www.santa-ana.org <br />A- •4 -L Ont 94 <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 8 1/2" 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 />Til/l <br />- RAFTER SIZE & SPACING <br />SEE TABLE "A" <br />/ 0 0 0 <br />< <br />/ 1 <br />12 <br />- 11. <br />12° <br />MAX. <br />\ 1 <br />CONTINUOUS LEDGER <br />FOR HEADER SIZE ,-DETAIL "B" <br />SEE TABLE "B" <br />Z.L. <br />:1. <br />I / <br />DETAIL "D'- <br />RAFTER SPAN - " _' -'POST SPACING <br />.-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 - n <br />6" 6. <br />- MIN.MIN <br />FOOTING 12' 6 <br />BELOW GRADE b <br />SEE TABLE <br />"C" FOR SIZE <br />/ n r. n 7 <br />2500 P.S.I. CONCRETE -/ %--/ SIDE VIEW <br />END 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 THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PER COLUMN. <br /> 2X CONTINUOUS LEDGER TABLE A <br />U E <br />00. ===--A TABLE A USE:ROOF RAFTER SPAN <br />1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE1KX h 2. SELECT RAFTER SPAN SIZE C. TO C.<4:12 24:12:109¢ 1%a_al»3. SELECT RAFTER CENTER 12'8'-0"8'-6"164 Ne»«2 TO CENTER SPACING 2X4 16'7'-0"7'-6" <br />4. SELECT RAFTER SIZE 24"60.0.6'-6" <br />.'Als!\1 12 13'-0"13'-6 <br />2X6 16 11'-6"12'-0" <br />JOIST HANGER OR SOLID BLOCKING I \24"10'-0"10'-6" <br />NAIL RAFTER TO BLOCKING I 12"17'-0"17'-6" <br />2X8 16'15'-6 '16'-0 ' <br />DETAIL "A"24"13'-6"14'.0" <br />PATIO SIZE 10 C <br />POST SIZE 4 <br />POST SPACING <br />HEADER SIZE LIb <br />RAFTER SPAN <br />RAFTER SIZE <br />& SPACING -2 <br />ROOF PITCH (/9 , <br />ROOFING MATERIAL <br />GRADE OF LUMBER: <br />rev: 07/19/2011 <br />ll <br />x #4 - 4 <br />x B <br />10 ' <br />XR <br />Ill. / <br />x G @ 14' o.c. <br />1 / /1 <br />S P+16 er 5-fild@t <br />D.R NO.1 <br />3 D.F. 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 />TABLE B <br />SPAN OF POBT SPACING / HFADFR S ZE <br />RAFTER 4x4 4x6 4x8 4*10 <br />10'-0"5'-6" 9'-00 11'-6°15'-0" <br />12'-00 50-6" 8'-6"11'-0°14'-0' <br />14'-6"5'-0"8'-0.10'-6"13'-0" <br />16'-0- - 7'-6"10'-0"12'-0" <br />18'-0" - 7-0"906"11'-6' <br />TABLE C <br />SPAN OF POST SPACING / FOOTING SIZERAFTER <br />10'-0"5'-6'715" so 9'-0718"so. 11'-6'721" so. 15'-0724' sa <br />120-5'-6°/16" sq 8'-6720"so. 11'-0722" sq. 14'-0726" sq <br />14'-6"5'-0716" sq 8'-0720" sa. 10'-6"/24"sq 13'-0"/26"sq <br />16'-0-7'-6721" sq. 1 0'-0'724" sq 12'-0'727" sq. <br />18'.0" -7'-0'/21" sq 9'-6726° sq 11'-6728" sq. <br />Page 1 of 2