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CITY OF Ul 11111 1 <br />ANA PLANNING <br />& BUILDING <br />AGENCY <br />Planning & Building Agency <br />Building Safely Division <br />20 Civic Center Plaza <br />RO. Box 1988 (M-19) <br />Santa Ana, CA 92702 <br />(714) 647-5800 <br />www.santa-ana.org <br />PATIO COVER FOR ONE AND <br />TWO FAMILY DWELLINGS <br />F 10,MrN,wD,t=sp:Moky:t!:t-I*SM <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 />DETAIL <br />- "A" <br />SEE ROOFING NOTE <br />SPECIFY ROOFING & SHEATHING OR OPEN LATTICE <br />- RAFTER SIZE & SPACING · <br />SEE TABLE "A" <br />12 <br />0 0 0 <br />n. <br />12' <br />MAX. <br />CONTINUOUS LEDGER <br />FOR HEADER SIZE .--DETAIL "B" <br />SEE TABLE »B°·i <br />Idi <br />DETAIL "D"- <br />RAFTER SPAN -' __'._2 POST SPACING <br />EXISTING <br />HOUSE· <br />WALL <br />."OVERHANG OVERALLLENGTH <br />. <br />LONG SIDE MUST BE 65% OPEN <br />DETAIL "C" - <br />SLOPE TO DRAIN - n <br />- 3/8" 0 X 5" LONG LAG SCREWS <br />INTO STUDS AT 16" O.C. <br />6" 6". <br />MIN.MIN <br />/ n <br />FOOTING 12"co <br />BELOW GRADE w <br />SEE TABLE <br />--- 'C" FOR SIZE <br />n- 9 <br />1.1· Ill12 IlliE <br />2500 P.S.1. CONCRETE - '/ <br />- <br />END VIEW <br />SIDE VIEW <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 />C==*-9=*.TABLE.A USE:ROOF RA FTER SPAN <br />1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE <br />S 11»22 2. SELECT RAFTER SPAN SIZE C. TOC.<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 />4. SELECT RAFTER SIZE 24'6'-00 6'-6. <br />2X6JOIST HANGER OR SOLID BLOCKING I\ <br />NAIL RAFTER TO BLOCKING I <br />-£ED <br />DETAIL "A" <br />12'13'-0 13'-6' <br />16'11'-6*12'-0" <br />24"1060"10'-6" <br />£129 -' 6729 17'-6" <br />16'15'-6"16'-0" <br />24'13'-6"14'-0" <br />TABLE B <br />1 H 1. 11 TABLE B USE:SPAN OF POT SPACING / HEAQFR S 7F <br />PATIO SIZE 1 0,-2 X 14, e 1. SELECT SPAN OF RAFTER RAFTER 4x4 4x6 CAL)4x10 <br />POST SIZE 2. SELECT·POST SPACING 10'-00 50-60 9'-0'11'-6'15'-0'-1 x17.11POST SPACING 01 D 3. SELECT HEADER SIZE 12'-0"5'-6°8'-6.11'-0"14'-0° <br />14'-6.5'-0'8'-0"10'-6"13'-0° <br />HEADER SIZE.ct·x e 16'-0" - 7'-6'10'-0'12'10' <br />RAFTER SPAN ig'-22'1 18'-O" - · 7'-0'11'-6° <br />RAFTER SIZE <br />& SPACING 1.x» @12° O.C.TABLE C <br />TABLE C USE:SPAN OF <br />ROOF PITCH 1/411 * ('·-C:;H 1. SELECT SPAN OF RAFTER RAFTER POST SPACING / FOOTING SIZE <br />ROOFING MATERIAL NILT <lf' *ca=:f 2. SELECT POST SPACING 10'-0"5'-6'/15'so 9'-0718' sa 11'-6721" sco. 15'-0724" sa <br />GRADE OF LUMBER: -3*41.F. NO.1 3. SELECT FOOTING SIZE 12'-0-5'-6"/16- sq 8'-6720" sq 11'-0722" sq 14'-0726" sq. <br />14'-6.5'-0716" sa 8'-0720" sa 10'-6"/24" sa 13'-0"/26' sq <br />O D.F. NO.2 16'-0 7'-6721 sq 10124- sq 12'-0727" sci <br />18'-0' -7-0721 " sqi--9'-6/26" 2\ 11'-6°/28' sq. <br />rev: 07/19/2011 Page 1 of 2 <br />44 <br />L