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10181643_934 W. CAROL - Plan (2)
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10181643_934 W. CAROL - Plan (2)
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Last modified
5/5/2021 8:55:20 AM
Creation date
10/25/2020 9:53:18 PM
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Plan
Permit Number
10181643
Full Address
934 W Carol Ave
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1 CITY OF 1 <br />·,PLANNING " <br />& BUILDINGi - A-i- jiGENCY <br />Planning & Building Agency <br />Building Safety Division <br />20 Civic Center Plaza <br />RO. Box 1988 (M-19) <br />Santa Ana, CA 92702 <br />(714) 647-5800 <br />www.santa-ana.org <br />PATIO COVER FOR ONE AND <br />TWO FAMILY DWELLINGS <br />*MAL#95"*MM#EMA##ev#PER#Omjgwr#rem.W'Ma,#*&*/%%%&84*We##%&*403;at*ti£WaMMaEaN*FeEttlemj;¢id*g <br />STD-02 CBC 2010 <br />IMPORTANT NOTE TO PERMITAPPLICANT: <br />Prior to expending time, money or effort in plan preparation, the applicant sholild 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 W 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 />! <br />/ 1 <br />12 <br />923 T '- 11' <br />12" <br />MAX. <br />JONTINUOUSiLEDGER <br />FOR HEADEMSIZE 4- DETAIL "8 <br />SEE TABLE"B <br />3=9 1 A <br />i <br />DETAIL "D"- <br />RAFTER SPAN -' _2 -p POST SPAGING 11 <br />EXISTING <br />HOUSE <br />WALL <br />···OVERHANG ,OVERALL LENGTH <br />4 . <br />LQNG:SIDE MUST 8265% OPEN <br />DETAIL "C" --1 <br />SLOPE TODRAIN -- <br />\ ,-21 13- <br />4.1.: 7 <br />he <br />6" 6" <br />MIN.MIN <br />lilli /1111;Ellil <br />FOOTING 12" <br />BELOW GRADE <br />SEE TABLE <br />- - -"C" FOR SIZE <br />n t, n <br />1/ \ <br />.'1.1 7 ..1 J <br />) <br />2500 P..S.I. CONCRETE ' 1h-/ <br />END VIEW <br />SIDE VIEW <br />- 3/8" 0 X 5" LONG:LAG SCREWS <br />INTOSTUDS AT 16" O.C. <br />FOOTINGS: <br />CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON ACONCRETE SLAB ON <br />GRADE WITHOUT FOOTINGS, PROVIDED ™E SLAB IS NO LESS THAN 31/2' THICK AND <br />FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADSIN <br />All EXCESS OF 750 POUNDS PER COLUMN. <br />- 2X CONTINUOUS LEDGER TA8LE A <br />/ %:X TABLE A USE:ROOF RAFTER SPAN <br />1 DETERMINE ROOF SLOPEE RAFTER SPACING ROOF SLOPE ROOF SLOPE <br />2. SELECT RAFTER SPAN SIZE C. TO C. <4:12 24:12 <br />3. SELECT RAFTER CENTER 12' 8'-O 8'-6" <br />TO CENTER SPACING 2X4 16"7'.0'7'-6" <br />4 SELECT RAFTER SIZE 1 24 6'-0"6'-6" <br />12" 13-0"13'26 <br />2X6 16" 11'-6'12'-0"JOIST HANGER OR SOLID BLOCKING I 24"10'-0"10'-6 <br />NAIL RAFTEA TO BLOCKING I 12"17-0'17'-6" <br />2X8 16"15'-6'16'-0" <br />DETAIL "A"24"13'-6"14'-0" <br />TABLE B <br />PATIO SIZE 11® x 4 1/4 ' <br />POST SIZE Y xE 14 '' <br />POST SPACING +04- 9 1 Ati'¥1 . <br />HEADER SIZE 9 X * <br />RAFTER SPAN W (01 <br />RAFTER SIZE <br />& SPACING 2- x 4 01·8'D.C. <br />ROOF PITCH 1 £441\2-- <br />ROOFING MATERIALD ·teb-) 2-4-0 00 <br />GRADE OF LUMBER: D D.R NO.1 <br />.R NO.2 <br />TABLE B USE:SPAN OF PO3T SPACING /HEADER S 7F <br />1. SELECT SPAN OF RAFKER RAFTER 4*4 4x6 4*8 4x10 <br />2. SELECT POST SPACING 0-Th·-05 5'4· gwr· •11'-6"1 S'-0" <br />3. SELECT HEADER SIZE hz¥ 5-6· 5-6·11'-0"'14'-0, <br />14'-6"5'-0"8'-0"10'-6"13'-1 <br />16'-0·' - 7-6 10'-0"12'-4 <br />18'-0- - 7-0'9'-6"11'-6 <br />TABLE C <br />TABLE C USE:SPAN OF POST SPACING / FOOTING'SIZE <br />1. SELECT SPAN OF RAFTER RAEIER - <br />2. SELECT POST SPACING <101-09 5'-60715"so. 9'-0718" sa 61·-6921'·sq. 15'-0724"sa. <br />3. SELECT FOOTING SIZE 12·-0. 5'·6716" sq 8··6720" sq. 11'c39734. 14'-0,1/26" sq. <br />14'-6" 5'-0'716" sq 8'-0'720" sq. 10'-6·724",S 13'-0726' sq. <br />16'-0"7'-6721"isa. 10'-0724" sq 12'·0727" sq. <br />18'-0" -7-0721 ' sq. 946'726' sq. 11'-6/28" sq. <br />rev: 07/19/2011 Page 1 of 2 <br />0 .
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