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C- W EB·eue <br />SEPARATE PERMIT <br />r. Planning & Building Agency <br />Buiilding Safety Division <br />20 Civic Center Plaza PATIO COVER FOR ONE AN0all times and R m untRO Box 1988 (M-19)PLANNING Sadta Ana, CA 92702 TWO FAMILY DWELLINGS,yoisanta Ana& BUILDING (714) 647-5800AGENCY www.santa-ana.org , he acceptance of this ple held to permit nor be <br />CITY OF <br />IMPORTANT NOTE TO PERMITAPPLICANT: <br />Accepted ByPrior 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 In formation (patio cover is not permitted within i <br />5 feet of a property line). <br />SEE ROOFING NOTE <br />SPECIFY ROOFING & SHEATHING OR OPEN LATTICE nAte Issued - <br />SEE TABLE "A" <br />- RAMER SIZE &,SPACING <br />LL <br />12 <br />DETAIL / <br />-t <br />- CONTINUOUS LEDGER <br />V -11 <br />4 <br />FORSHEEEAAB2'·iF |\ 7/ 1(.0- DETAIL 9 34 - 2 <br />1---= DETAIL "D"-%-9, <br />12" <br />RAFTER SPAN · "MAX. <br />111 - -'_·'POSTSPACING <br />1 EXISTING <br />1 HOUSE <br />1 WALL <br />= OVERHANG OVERALL LENGTH <br />1 I <br />LONG SIDE MUST'BE 65% OPEN <br />DETAIL 'C" - <br />\6' 6 <br />MIN.MIN <br />FOOTING 12" <br />BELOW GRADE <br />SEE TABLE <br />\ -"C" FOR SIZE <br />SLOPE TO DRAIN --r' n '12 i' n P: 1-1 1 , <br />. , 1/ 2 ,4/ 2 31/.1161 Iivit'.-/ / <br />2500 P.S.1. CONCRETE - - _ 2 --//SIDE VIEW <br />END VIEW <br />- 3/8" o X 5" LONG LAG SCREWS <br />INTO STUDS AT 16" O.C. <br />FOOTINGS: <br />CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED.ONA CONCRETE SLAB ON <br />GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS Ne LESS THAN 3 1/2"THICK'AND <br />FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVEAND DEAD LOADS IN <br />AN EXCESS OF 750 POUNDS PER COLUMN. <br />/- 2X CONTINUOUS LEDGER TABLE A <br />€ / %:X <br />- Ni- 2 <br />%%4 - <br />©4\ .\ 1 <br />- 3. 1204* /2#. <br />\C_J \0 \ 7=9 <br />Nk!1,M <br />NE] <br />JOIST HANGER OR SOLID BLOCKING I <br />NAIL RAFTER TO BLOCKING <br />DETAIL "A" <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 SIZEE <br />RAFTER <br />SIZE <br />2X4 <br />2X6 <br />a <br />ROOF RAFTER SPAN <br />SPACING I ROOFSLOPE I ROOF:SLOPE <br />C. TOiC. <4:12 24:12 <br />12· 8'-0' 8'-6' <br />16' 7-0"7'-6" <br />24"6'-0"6'-6" <br />12" 13'-0"13'-6 <br />16" 111-6 12'-0" <br />24'10'-0"10-6" <br />17-0'1 7-6' <br />-Il 6. -1 5-6'16'-0' <br />24"13'-6 14'-0" <br />PATIOSIZE «2 (68 <br />POST SIZE 9···" X <br />POST SPACING 9/- <br />HEADER SIZE 2*fr X <br />RAFTER SPAN 1 C <br />RAFTER SIZE <br />& SPACING 2 Kx ' <br />ROOF PITCH )4 <br />ROOFING MATERIAL RC <br />GRADE OF LUMBER: O [ <br />rev: 07/19/2011 <br />i G 0// <br />Qtf <br />G fr <br />6,7 <br />1t <br />5" 9 VZ· e.c. <br />6· / Fr <br />>LC RooF=i NCR' <br />).F. NO.1 <br />1*C).R NO.2 <br />TABLE 8 USE:SPAN OF <br />1.iSELECT SPAN OF RAFTER RAFTER <br />2. SELECT POST SPACING:10'-0" <br />3. SELECT HEADER SIZE 12'-0" <br />14'-6" <br />16'-0' <br />18'·0' <br />TABLE C USE:SPAN OF <br />1 SELECT SPAN OF RAFTER RAFTER | <br />2 SELECT POST SPACING 10'-0 <br />3. SELECT FOOTING SIZEE 12'-0' <br />14;-63' <br />16'-0- <br />18'-0" <br />TABLE B <br />PO·ST SPACING /MERGERS 7F <br />4x4 46 4488/)4x10 <br />fi·-fie 9'-or -40 15'-0 <br />5'-6"8'-6"11'-0"14'-4 <br />5'-0"8'-0"1 Qkst 13'-Or <br />- 746"/TOI-o" D 12'·0' <br />7-0- -956 11:'·6" <br />TABLE C <br />POST SPACING / FOOTING SIZE <br />5·,6·715'so. 9'-0-/18"sa 1:1'-6'721" sn. 15 0'724'· so. <br />5'-6716" sci. 8'-6720" sq 11'-0722· sq. 14'·0'7262 sq <br />5'-0'716" sq. 8'-0720" sa JiG-%-4@41:sg 13'-0"/26- sq. <br />7'-6'721" sq'·419'·0'724·· sq '12'20.727" sq· <br />79-0"721" sq P696-3tiT- 11'·6728" sql. <br />Page 1 01 2