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IfITYOF-Ulullill <br />PLANNING <br />& BUILDING <br />AGENCY <br />Planning & Buildihg Agency <br />Building Safety Division <br />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 />iNMW€=RmSK*A€2.**tRiNQ#E*0=*===9181%g,a=ge.724w,2¤MWm <br />STD-[02 CBC 2010 <br />IMPO:RTANT NOTE TO PERMITAPPLICANT: <br />Prior to expending time, money or effort in plan preparation, the applicant should contact the Planning Djvision at (714) 647-5804 <br />regarding zoning, selbacks, 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 ROOEING NOTE <br />SPECE ROOFING &,SHEATHING'OROPEN LATTICE <br />DETAIL / <br />1} <br />V//1 <br />- RAFTER SIZE & SPACING <br />SEE TABLE "A" <br />12 <br />MA <br />0 0 0 <br />CONTINUOUS LEDGER <br />FOR'HEADER-SIZE <br />SEE TABLE "B" <br />RAFTER SPAN _' _ <br />EXISTING <br />HOUSE <br />WALL <br /><< f' 14- DETAIL "13" .* - ,/ <br />/-=-/-= DETAIL "D" - w <br />CD <br />1 LI POST'SPACING <br />« <br />LU <br />OVERHANG OVERALL LENGTH <br />* 0 <br />1.ONGES|DE MUSI-BE 65%OPEN Z <br />DETAIL "C" - <br />4/ <br />5 6 <br />MIN.MIN <br />1- <br />FOOTING 12" <br />BELOW GRADE <br />SEE TABLE <br />- -"C" FOR SIZE <br />SLOPE TO DRAIN -+ / n' 1 1 1:81 ¥ i <br />1.. 1111#11-11=lilli Elm I.:1 <br />F M j <br />1 1 <br />250OP.S.1. CONCRETE . .--/ <br />END VIEW <br />SIDE VIEW <br />- 3/8" 0 X 5" LONG LAG SCREWS <br />INTO STUDS AT 16" O.C. <br />FOOnNGS <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' IHICK AND <br />FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PEER COLUMN. <br />-- 2X CONTINUOUS LEDGER <br />1 - <br />Nk <br />JOIST MANGER OR SOLID BLOCKING L <br />NAIL RAFTER TO BLOCKING I <br />DETAIL "A" <br />PATIO SIZE t © X K'( <br />POST SIZE 4'XM <br />POST SPACING \11 I <br />HEADER SIZE 01 x 110 <br />RAFTER SPAN f'O <br />RAFTER SIZE <br />& SPACING 1 x 67 0 24 " O.C. <br />ROOF PITCH /4 A 1- <br />ROOFING MATERIAO COOL <br />GRADE OF LUMBER: W D.F. NO. 1 <br />O D.F. NO.2 <br />rev:07/19/2011 <br />40 <br />N:El <br />3 <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 RAFFER 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 />RAFT,ER SPACING :ROOF SLOPE ROOF SLOPE <br />SIZE iC. TO C. <4:12 14·12 <br />12'8'-0"8'-6" <br />2X4 16"71-0.7'-6" <br />24"6'-0"6'-6" <br />13'-0"13'-6" <br />12'-0" <br />10'-6" <br />17'-6 <br />2)(8 16" 15'26'16'-0" <br />24"13'-6 14'-0" <br />TABLE 8 <br />SPAN:OF POST SPACING /HEADERS ZtipRAFIES4*4 4x6 4x8 <br />0[EdE ) .5'-8 9.-0.1 1'-fr' ClEED <br />12'-0" 5'-6"8'-6"11'-0"14'-0" <br />14'-6';5>0'8'cou 10'-6"13'-0. <br />16'-Or - 716·10'-0"12'-0' <br />18 0"71-0"9'-6"11'·6' <br />TABLE C <br />SPAN OF <br />RAFTER POST SPACING / FOOTIN.GNE <br />10'-0.:5'-6'715" so. 9'-0'718"so. 11'-6'721" sal. 15'-0'724" St <br />12'-0. 5-6'716·sci. 8'-6'720" sq 11'-0,/22"-sq. Ti'sm,2896. <br />14'·6 5 07/16" sq. 8'-0'720":so 10-6724 - sq 15-0'726" sq. <br />16'-0 7'-6'/21" sq 10'-0'724" sq 12'-0"/27' sq. <br />1850 I 7-0721" sq 9'·6726" sq. 11'·6728"sq <br />Page 1 of 2 <br />Glh <br />UV