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PLANNING <br />& BUILDING <br />i .ir/·rli <br />Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza PATIO COVER FOR ONE ANDRO. Box 1988 (M-19) <br />Santa Ana, CA 92702 TWO FAMILY DWELLINGS <br />(714) 647-5800 <br />www.santa-ana.org <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 contactlhe 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 />12 0 0 0 <br />12' <br />MAX. <br />CONTINUOUS LEDGER <br />FOR HEADER SIZE <br />SEE TABLE 'B',V , <br />/ <br />/ <br />a <br />UZ'L„1··-> -- - <br />LU <br />RAFTER SPAN -' _ -'0 POST SPACING A 1 1- 1 <br />EXISTING. <br />i HOUSE - <br />' WALL <br />OVERHANG OVERALLLENGTH <br />1 A <br />LONG SIDE MUST BE 65% OPEN <br />DETAIL "C" <br />SLOPE TO DRAIN - <br />A--1.0 <br />60 6- <br />MIN.MIN --- <br />-- <br />/ n <br />FOOTING 12' 6 <br />BELOW GRADE b <br />SEE TABLE <br />- -'C" FOR SIZE <br />n11It <br />21 -1! .. IllIR 11"E <br />12:Z <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 THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PER COLUMN. <br />r <br />/- 2X CONTINUOUS LEDGER TABLE A <br />4 <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 RAFTER SPAN <br />SPACING ROOF SLOPE <br />C. TO C.<4:12 <br />12.8'-0' <br />160 7'-0° <br />24'6'-00 <br />ROOFSLOPE <br />24:12 <br />8'-6" <br />7'-6 ' <br />6'-6 " <br />12'13'-0°13'-6" <br />2X6 16"11'-6°12-0°JOIST HANGER OR SOLID BLOCKING , 24°10'-o·10'-6"NAIL RAFTER TO BLOCKING E--12°17'-0"17-6° <br />2X8 16"15'-6'16'-0DETAIL "A"24°13'-6*14'-0- <br />TABLE B <br />PATIO SIZE (4 x 13 L (2\TABLE B USE:SPAN OF POST SPACING /HEADER S 7F <br />1. SELECT SPAN OF RAFTER RAFTER 4x4 4x6 4x8 4x10POST SIZE M XM 3. SELECT HEADER SIZE 12'-0" 5'-6' 8'-6"14'-0° <br />2. SELECT POST SPACING 10'-0'50-6.9,-0„11'-6-150-0" <br />POST SPACING 11'-0° <br />14'-60 5'-00 8'-0"10'-6°13'-0'HEADER SIZE 4 34 62\16'-0" - 7-6"10'-0-12'-OnRAFTER SPAN 18'-00 - 7-0"9'-6"11'-6 ' <br />RAFTER SIZE 4 <br />TABLE C& SPACING Lx 1,2 09& o.c.TABLE C USE:SPAN OF <br />ROOF PITCH 1 -1 1 1. SELECT SPAN OF RAFTER RAFTER POST SPACING / FOOTING SIZE <br />ROOFING MATERIAL AUL.1-, Pol-4 2. SELECT POST SPACING 10'.0•5'-6715'so 9'-0718' so 11'-6721 " so. 15'-0724° sa. <br />GRADE OF LUMBER: O DE NO.1 3. SELECT FOOTING SIZE 12'-0"5'-6716° so. 8'-6720" sq. 11'-0722° sq. 14'-0.726° sq <br />14'-6 5'-0716- sq 8'-0720" sq 10'-6'724' sa 13'-0"/26' sa>6.F. NO.2 16'-0' -7'-6721" sq 10'-0724" sq. 12'-0'727" sq <br />18'-0'7'-0'/21" sq 9'-6726" sq. 11'-6728" sq <br />rev: 07/19/2011 <br />Page 1 of 2 <br />142 <br />-7 <br />N