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Cnrmriuipurrl <br />PLANNING <br />*BULDING <br />XGENCY <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 />RY*&#tikile&,Wham#%14#4#m*k-241-ka!2 9=K':e"**,1-07:':t:IEO·.92·:E-,31'k·Ina'€S.4-C€=•6(.9.-:S··· ·t·em·k--/92:mrWRIa:"·5=t:,J -<,r-i- 7:J·:·:1/.-*·9·91·:,h *Ilie-4,-,%. u <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) 647-5804regarding zoning, setbacks. landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on aseparate 8 1/2" 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 />DETAIL / <br />i> <br />SEE ROOFING NOTE <br />SPECIFY ROOFING & SHEATHING OR OPEN LATTICE <br />- RAFTERSIZE & SPACING <br />SEE TABLE "A" <br />0 <br />,G <br />12 0 <br />CONTINUOUS EEDGER <br />FOR HEADER SIZE 1.-/ :37SEE TABLE"B" 1 4-:DETAIL "B" l // a <br />DETAIL "D"\4._-% | <br />12" <br />RAFTER SPAN ' ·MAX. - -'POST SPACING <br />ACCEPTED <br />11 D 4 .2 1 <br />EXISTING <br />HOUSE <br />WALL <br />"OVERHANG OVERALL LENGTH: <br />4 , <br />LONGSIDE MUST BE 65% OPEN <br />DETAIL "C" -BELOW GRADE <br />FOOTING 124 <br />diL.- --t- 'SEE TABLE <br />t· FOR SUE 1 EQ.LE©F[20©AL, Ptl <br />SLOPE TO DRAIN -+ /n I., 1 This sotof plans alt <br />1, J1 1 .1 p. 1111@ 111'E J =1111 #11111.· 1,]t ,;1.11. 1 f lat all Umes and It <br />1...44 4,73(ations On Sam <br />2500 P.S.1. CONCRETE _ --/ SIDE VIEW C.ty of Santa Ana. <br />END VIEW <br />FOOTINGS:Tia acceptance ofCBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON trA heid to permit flGRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 3 1/2'- THICK AND <br />-- 3/8" 0 X 5· LONG LAG SCREWS FURTHER PROVIDED THAT -rHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADSfiWisions ot ANY ¢ <br />INTO STUDS AT 16' O.C.AN EXCESS OF 750 POUNDS PER COLUMN. <br />-- 2X CONTINUOUS LEDGER TABLE A <br />TABLE A USE:ROOF RAFTER SPAN i ....opted By <br />1.DETERMINE ROOF SLOPE MAFTER:SPACING ROOF SLOPE ROOF SLOPEE 2. SELECT RAPTER SPAN SIZE C. TO C.<4:12 24:1213. SELECT RAFTER CENTER:12'81-0"8'-6" 1TO CENTER SPACING 2X4 16"7'-0"7'-6. 14. SELECT RAFTER SIZE 24"6-0' <br />13'-0'22#-ca: 2 Issued <br />qf 116%11'-6";-RE-- -·· JOIST HANGER OR SOLID BLOCKING 1\24"10'-0'1 3-6" INAIL RAFTER TO BLOCKING | 12" 17-0•17-6" <br />-2)(8. 16" 15'-6'16-0"DETAIL "A"13-6 14,40'242- <br />t <br />).£53 <br />/ PX <br />PATIO SIZE 44' x 50' <br />POST SIZE UXYPOST SPACING R <br />HEADER SIZE_ 4 x 6 <br />RAFTER SPAN 1 4 --6 -> <br />RAFTERSIZE& SPACING 4/ x 6 W /< „ O-C. <br />ROOF PITCH 2,4 ; / 4 <br />IROOFING MATERIAL ' AO 11/ED RO-OF <br />GRADE OF LUMBER: ® D.R NO.1 <br />O D.F. NO.2 <br />rev: 07/19/2011 <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 B <br />SPAN OF PO3T SPACING / HFADER S /F <br />RAFTER 4x4 4x6 4x8 4x10 <br />10'-0"50-6"91-0„11'-63'1540' <br />1240' 5-6'8'-6'11'-0"14'-0' <br />14'-60 5'4„ 8 '-O"1 9-6'13'-0" <br />16'-0" - 7-6" 10'-0"12'-0" <br />18'60" - 7'-0'9'-64 11'6' <br />TABLE C <br />SPAN OF <br />RAFTER POST SPACING / FOOTING SIZE <br />10'-0"5'-6'715' sq. 9'-0"71 8'Cscl 11'-6·/21" sq. 15·-0'724¤isa. <br />12'-0'5'-6"/16'sq. 8'-6720"sq 11'-0"722"sq. 14'-0-/26-sq <br />14'26' 5'-09/16' Sq. 8'-0"/20" sq 10'-6'724"sq. 133'-0726' sa <br />161-0.7'-6'721' sq. 10'-0724' sq. 12'-0"/27"Sq. <br />18 00 7'-0921· sq. 9'-6726' sq 11·-6728'sci <br />Page 1 of 2