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(-20 <br />Planning & Building Agency %-2/ <br />Building Safety Division <br />CITY OF 0 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 />PLANNING <br />& BUILDING <br />AGENCY <br />STD:02 CBC 2010 <br />IMPORTANT NOTE TO PERMITAPPLICANT <br />Prior io expending time, money or effort iF plan preparation, the applicant should contact the Planning Division at (714i 617-5804 <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 ReeFING & SHEATHING OR OPEN LATTICE <br />- RAFTE R SIZE 8 SPACING <br />SEE TABLE "A <br />12 <br />12' <br />MAX. <br />D <br />0 0 <br />CONTINUOUS LEDGER -ES--Cantz-*--- ---t--..- <br />DETA - - <br />"A"FOR HEADER SIZELj .-DETAIL "B" ,SEE TABLE J'B"I A' 6 <br />a <br />f <br />1 <br />11 <br />DETAIL "D"- <br />RAFTER SPAN '2 -'POST SPACING rl <br />1 EXISTING <br />11 HOUSE <br />IWALL <br />"OVERHANG OVERALL LENGTH <br />1 • <br />LONG SIDE MUST BE 65% OPEN <br />DETAIL "C" -6" 61' <br />MIN.MIN <br />FOOTING 12' <br />BELOW GRADE <br />SEETABLE <br />- -'·C" FOR SIZE <br />. /, - . : = . SCOPE TO DRAIN -7 n <br />hol <br />/ n1 5 <br />, <br />1 11113 lilli zil":k"li..dd i <br />1 i b.94 1 <br />n <br />i i j -: 1 <br />/2500 P.S. I.CONCRETE- %1.--- /- <br />END VIEW <br />SIDE VIEW <br />- 3/8":0 X 5" LONG LAG SCREWS <br />INTO STUDS AT 16"0:C. <br />FOOTINGS <br />GBC APPENDIX I A PATIO COVER MAY BE SUPPORTED eN-A CONCRETE SLAB ON <br />GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 3 1/2· 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 />1 0 TABLE A USE: <br />1. DETERMINE ROOF SLOPE <br />2 SELECT RAFTER SPAN <br />3. SELECT RAFTER CENTER: <br />TOCENTER 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 />16" 7'-0" <br />24"90 <br />ROOF SLOPE <br />2412 <br />8'-6" <br />7'-6" <br />JOIST MANGER OR SOLID BLOCKING NAIL RAFTER TO BLOCKING <br />DETAIL "A" <br />17 13-0 13'-6" <br />2*61 16" 11.-60 12'·0'· <br />24"10·-0.10'-6" <br />12"17'-0"17'-6" <br />2X8 16 15'-67 16'-0 <br />24"13'-6"14'-0" <br />PATIO SIZE 28 x 10 <br />POST SIZE 9 x 9 <br />POST SPACING 11- <br />HEADER SIZE 4xto <br />RAFTER SPAN le <br />RAFTER SIZE <br />& SPACING 1-x 6 @iLY" oc <br />ROOF PITCH 4 91 11- <br />ROOFING MATERIAL SoO (- <br />GRADE OF LUMBER: *D.F. NO. 1 <br />4;] D.R NO.2 <br />5 4 <br />rev: 07/19/2011 <br />TABLE B WSE: <br />1. SELECT SPAN OF AAFTER <br />2. SELECT POST SPACING <br />3. SELECT HEADER SIZE <br />TABLEC USE: <br />:1. SELECT SPAN OF:RAFTER <br />2. SELECT POST SPACING <br />3. SELECT FOOTING SIZE <br />TABLE B <br />SPAN OF |POST SPACING,/ HEADERS ZE - <br />RAFIER 4*4 | 4x6 e | 00£<10 ) <br />€Eir)5'-fr' 9'-0 11'46" 7Mb"D <br />12'-0- 5-6- 8'-6"11'-0"-1*=6 <br />1426" 5'-0- 8-0 10'-6"15.0" <br />16'-0- - 7'-6'10'.0"12.00 <br />18'-0- - 7-0-9-6,11'-6" <br />TA 8 LE C <br />SPANOF POST SPACINGV FOOTING SIZERAE]EB /----1-CafI:D>' 5'-6'715" sa. 9-0718" sc. 11'·6721"so.45'-0,24" sq. ) <br />12'-01'5'-6'716" sq. 8'.6·720".sq. 11'-0'/22" sq. 14'RjB-36. <br />14'-6" 5-0'716' sq. 8'-0'720" sq. 10'·6724" sq 13'-0726" sq. <br />16'-0"7-6'721" sq. 10'·0'724" sq 12'·0·727' sq. <br />18-0 7-0721" sq 9-6726" sq. 11'-6728" sq <br />Page 1 012 <br />/a