Laserfiche WebLink
CITY OF SANTA Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza PATIO COVER FOR ONE AND <br />RO Box 1988 (M-19)PLANNING Sar;ta Ana, CA 92702 TWO FAMILY DWELLINGS <br />& BUILDING (714) 647-5800 <br />AGENCY www.santa-ana.orgANA <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 81/2" 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 />- RAFTER SIZE & SPACING <br />SEE TABLE "A" <br />12 <br />0 0 0 <br />12" <br />MAX. <br />11. <br />CONTINUOUS LEDGER <br />FOR HEADER SIZE 4- DETAIL "B"SEE TABLE 'B" <br />\ <br />/9/. <br />DETAIL "D"- <br />RAFTER SPAN - ' _' -"POST SPACING <br />EXISTING <br />HOUSE <br />WALL <br />"OVERHANG OVERALL LENGTH <br />. <br />LONG SIDE MUST BE 65% OPEN <br />DETAIL "C" 1 <br />SLOPE TO DRAIN --- <br />6" 6, <br />+- MIN.MIN <br />/ n <br />FOOTING 12" 6 <br />BELOW GRADE a <br />SEE TABLE <br />--"C' FOR SIZE <br />n . <br />11 <br />2500 P.S.I. CONCRETE -' '-_-- SIDE VIEW <br />END VIEW <br />r- 3/8" 0 X 5" LONG LAG SCREWS <br />/ INTOSTUDSAT 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 <br />/ 0 A <br />\X <br />\12 <br />JOIST HANGER OR SOLID BLOCKING L <br />NAIL RAFTER TO BLOCKING I <br />DETAIL "A" <br />PATIO SIZE /51 x /9 <br />POST SIZE «xz-0 <br />POST SPACING 1 1 <br />HEADER SIZE 4 x /0 <br />RAFTER SPAN IC-G <br />RAFTER SIZE <br />& SPACING A x R- @/6 " O.C <br />ROOF PITCH (A.-kip <br />ROOFING MATERIAL AAB'ki <br />GRADE OF LUMBER: D D.R NO.1 <br />[006.F. NO.2 <br />rev: 07/19/2011 <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 />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 A <br />ROOF RAFTER SPAN <br />RAFTER SPACING ROOFSLOPE ROOF SLOPE <br />SIZE C. TO C.<4:12 24:12 <br />12"8'-0"8'-6" <br />2X4 16'7'-0"7'-6" <br />24"6'-0"6'-6" <br />12"13'-0"13'-6" <br />2X6 16"11'-6"12'-0" <br />24'10'-0"10'-6" <br />12"17'-0"17'-6" <br />2X8 16"15'-6"16'-0 <br />24'13'-6 "14'-0. <br />TABLE B <br />SPAN OF PO 3T SPACING / HFAn FR S 7F <br />RAFTER 4x4 4x6 4x8 4x10 <br />10'.0"5.6" 9'-0/11'-6"15'-0" <br />12'-0 506" 8'-6"11'-0"14'-0" <br />14'-6"5'-0"8'-0"10'-6"13'-0" <br />16'-0" - 7-6"10'-Ou 12'-0" <br />18'-0" - 7-0"90-6"11'-6" <br />TABLE C <br />SPAN OF POST SPACING / FOOTING SIZE <br />RAFTER <br />10'-0"5'-6°/15" sa. 9'-0'718" sa. 11'-6721" so 15'-0724' sa <br />12'-0"5'-6°/16" sq 8'-6'720" sq. 11'-0722" sq. 14'-0726" sco. <br />14'-6"5'-0716"sa 8'-0"/20" sq. 10'-6724' sq. 13'-0'726"sa. <br />16'-0"70-6721" sq. 10'-0'724= sq. 12'-0727" so <br />18'-0"7'-0721 " sq. 9'-6'726" sq. 11'-6"/28" sq. <br />Page 1 of 2