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HomeMy WebLinkAbout10181588_1002 N. ALENE - Plan (2)C- W EB·eue SEPARATE PERMIT r. Planning & Building Agency Buiilding Safety Division 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 CITY OF IMPORTANT NOTE TO PERMITAPPLICANT: Accepted ByPrior to expending time, money or effort in plan preparation, the applicant should contact the Planning Division at (714) 647-5804 regarding zoning, setbacks, landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on a 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 5 feet of a property line). SEE ROOFING NOTE SPECIFY ROOFING & SHEATHING OR OPEN LATTICE nAte Issued - SEE TABLE "A" - RAMER SIZE &,SPACING LL 12 DETAIL / -t - CONTINUOUS LEDGER V -11 4 FORSHEEEAAB2'·iF |\ 7/ 1(.0- DETAIL 9 34 - 2 1---= DETAIL "D"-%-9, 12" RAFTER SPAN · "MAX. 111 - -'_·'POSTSPACING 1 EXISTING 1 HOUSE 1 WALL = OVERHANG OVERALL LENGTH 1 I LONG SIDE MUST'BE 65% OPEN DETAIL 'C" - \6' 6 MIN.MIN FOOTING 12" BELOW GRADE SEE TABLE \ -"C" FOR SIZE SLOPE TO DRAIN --r' n '12 i' n P: 1-1 1 , . , 1/ 2 ,4/ 2 31/.1161 Iivit'.-/ / 2500 P.S.1. CONCRETE - - _ 2 --//SIDE VIEW END VIEW - 3/8" o X 5" LONG LAG SCREWS INTO STUDS AT 16" O.C. FOOTINGS: CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED.ONA CONCRETE SLAB ON GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS Ne LESS THAN 3 1/2"THICK'AND FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVEAND DEAD LOADS IN AN EXCESS OF 750 POUNDS PER COLUMN. /- 2X CONTINUOUS LEDGER TABLE A € / %:X - Ni- 2 %%4 - ©4\ .\ 1 - 3. 1204* /2#. \C_J \0 \ 7=9 Nk!1,M NE] JOIST HANGER OR SOLID BLOCKING I NAIL RAFTER TO BLOCKING DETAIL "A" TABLE A USE: 1. DETERMINE ROOF SLOPE 2. SELECT RAFTER'SPAN 3. SELECT RAFTER CENTER TO CENTER SPACING 4. SELECT RAFTER SIZEE RAFTER SIZE 2X4 2X6 a ROOF RAFTER SPAN SPACING I ROOFSLOPE I ROOF:SLOPE C. TOiC. <4:12 24:12 12· 8'-0' 8'-6' 16' 7-0"7'-6" 24"6'-0"6'-6" 12" 13'-0"13'-6 16" 111-6 12'-0" 24'10'-0"10-6" 17-0'1 7-6' -Il 6. -1 5-6'16'-0' 24"13'-6 14'-0" PATIOSIZE «2 (68 POST SIZE 9···" X POST SPACING 9/- HEADER SIZE 2*fr X RAFTER SPAN 1 C RAFTER SIZE & SPACING 2 Kx ' ROOF PITCH )4 ROOFING MATERIAL RC GRADE OF LUMBER: O [ rev: 07/19/2011 i G 0// Qtf G fr 6,7 1t 5" 9 VZ· e.c. 6· / Fr >LC RooF=i NCR' ).F. NO.1 1*C).R NO.2 TABLE 8 USE:SPAN OF 1.iSELECT SPAN OF RAFTER RAFTER 2. SELECT POST SPACING:10'-0" 3. SELECT HEADER SIZE 12'-0" 14'-6" 16'-0' 18'·0' TABLE C USE:SPAN OF 1 SELECT SPAN OF RAFTER RAFTER | 2 SELECT POST SPACING 10'-0 3. SELECT FOOTING SIZEE 12'-0' 14;-63' 16'-0- 18'-0" TABLE B PO·ST SPACING /MERGERS 7F 4x4 46 4488/)4x10 fi·-fie 9'-or -40 15'-0 5'-6"8'-6"11'-0"14'-4 5'-0"8'-0"1 Qkst 13'-Or - 746"/TOI-o" D 12'·0' 7-0- -956 11:'·6" TABLE C POST SPACING / FOOTING SIZE 5·,6·715'so. 9'-0-/18"sa 1:1'-6'721" sn. 15 0'724'· so. 5'-6716" sci. 8'-6720" sq 11'-0722· sq. 14'·0'7262 sq 5'-0'716" sq. 8'-0720" sa JiG-%-4@41:sg 13'-0"/26- sq. 7'-6'721" sq'·419'·0'724·· sq '12'20.727" sq· 79-0"721" sq P696-3tiT- 11'·6728" sql. Page 1 01 2 G A LV,1.MIZE[. 2 "2 4 12·x 7 GAGETHICK S rEEL ST.RAP W/·1-5/8·0 LAI,S -APPROVED CAP ir1+i A 3 1/20 2/4 45*1 7 DEl - 4·x BEAM 9- 5-80 NAILS, EACH END * 4,·x,BEAM 4·x4' KNEE b BRACE bi 12-1/2· 0 0 5· LONG LAGS SCREWS L 11*6· KNEE NEACH END BRACE 1(SEE DETAIL ·E') 7 . 41x4· POST MINIMUM FAIL "B"DETAIL "B" ALTERNATE 1· STAND-OFFISTAND-OFF STANDOFF 1 f r-1 PesT MPIF/ |BASE - 122' *. r-=4•x BEAM | - ANCHOFT L --r * i ++1 EMBEDI ANCHORS IN:-CONCRETE 1 11.31211 /BOLT 31/2- 1%%\ IGALVANIZED L+12·x 12·*7 GAGE T W/6-5/8· 0 LAGS 144 - 4'x POST -i/GRADE-, DETAIL "C" DETAIL "D" NOTES: ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING,ETC. SHALL BE NEW AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MARK. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNiA BUILDING CODE CURRENTLY IN EFFECT. CONCRETE SLAB TO BE MINIMUM 3 1/2" THICK. POSTS SHALL BE MINIMUM 4-x4". BOTTOM OF POSTS SHALL BE ONE INCH (1") ABOVE SLAB. ROOF SHEATING SHALL BE: a. 1/2" PLYWOOD, CDX, 5 PLY EXTERIOR GLUE, WITH INDEX 32/16, T&G STRUCTURAL I, WITH 10 d AT 6' O/C AT SUPPORTED ENDS, AND.12" O/C ALONG INTERMEDIATE: FRAMING :MEMBERS, OR b. 1" BOARD SPAN 32": 2" SOLID T&G SPAN 8'-0"; 2"x2" SELF-SPACED SPAN 6'-0". ROOFING SHALL BE MIN. CLASS "C" ROOF COVERING (CBC TABLE 1505.1) OF: a. WOOD SHAKES: 4/12 PITCH b. WOOD SHINGLES: 3/12 PITCH - 4•*4· KNEE BRACE 2/2-1/2.0 15·LONG LAG SCREWS - 4"x POST -0-CA TT DETAIL "E C c. BUILT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4"/FT.) d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET. PATIO COVER SHALL BE USED ONLY FOR RECREATIONAL OUTDOOR LIVING PURPOSE AND NOT AS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST SIXTY- FIVE PERCENT OF THE AREA BELOW A MINIMUM OF 6'-8" OF EACH WALL, MEASURED FROM THE FLOOR. OPENINGS MAY BE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS READILY REMOVABLE, TRANSLUCENT,OR TRANSPARENT PLASTIC NOT MORE THAN 1/8 INCH IN THICKNESS. . EMERGENCY EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPEN INT® AN AREA OF AN UNENCLOSED PATIO COVER. . PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES. PERSON RESPONSIBLE FOR DESIGNAND CONSTRUCTIONOF PATIO COVER: /LA 1,16'lk 6.12/2014KTWRE -DATE rev: 07/19/2011 Page 2 012 PRINT NAME i »j y 5. 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