Loading...
HomeMy WebLinkAbout10180004_2225 S. HALLADAY - Plan1 CITY OF Will 111 1 1 m PLANNING & BUILDING AGENCY Planning & Building Agency Building Safety Division 20 Civic Center Plaza PATIO COVER FOR ONE AND RO. Box 1988 (M-19) Santa Ana, CA 92702 TWO FAMILY DWELLINGS (714) 647-5800 www.santa-ana.org U7'912•Ng=¢*ke,/ICI,m.=21;*l*91=Zes,hiNMAmEeM&051£'72*:.. STD-02 CBC 2010 IMPORTANT NOTE TO PERMIT APPLICANT: Prior 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 81/2" x 11" sheet of paper. Ask for handout on Residential Site Plan Information (patio cover is not permitted within 5 feet of a property line). SEE ROOFING NOTE SPECIFY ROOFING & SHEATHING OR OPEN LATTICE DETAIL / °A" - RAFTER SIZE & SPACING SEE TABLE "A" m 1 12 0 0 0 r 12¤ MAX. CONTINUOUS LEDGER FOR HEADER SIZEq SEE TABLE "B' / 11 6- DETAIL "B" 1 j / DETAIL "D" --/LU RAFTER SPAN _| 2 -' POST SPACING | /1 1 EXISTING HOUSE WALL "OVERHANG OVERALL LENGTH 1 * LONG SIDE MUST BE 65% OPEN DETAIL "C" - SLOPE TO DRAIN - -- n \ 6° 6" MIN.MIN -- / n FOOTING 12' 60 BELOW GRADE o SEE TABLE --- 'C' FOR SIZE n .11 lilli t . 11 1.1 1- 1 941 2500 P.S.I. CONCRETE END VIEW SIDE VIEW r- 3/8" 0 X 5" LONG LAG SCREWS / INTO STUDS AT 16' O.C. FOOTINGS: CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 31/2"THICK AND FURTHER PROVIDED THATTHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN AN EXCESS OF 750 POUNDS PER COLUMN. 2X CONTINUOUS LEDGER TABLE A t==.TABLE A USE:ROOF RAFTER SPAN 1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE 2. SELECT RAFTER SPAN SIZE C. TO C.<4:12 24:12 3. SELECT RAFTER CENTER 12"8'-0.8'-6" TO CENTER SPACING 2X4 16'7'-0°7'-6° r i 4. SELECT RAFTER SIZE 24'6'-0"6'-6 -ENls!\31 12"13'-0"13'-6' 2X6 16"11'-6°12'-0° JOIST HANGER OR SOLID BLOCKING 1 \24°10'-0"10'-60 NAIL RAFTER TO BLOCKING 1 12'17-0"17-6" 2X8 16"15'-6°16'-0" DETAIL "A"24.13'-6"14'-0° TABLE B /0 x 2\PATIO SIZE POST SIZE 4/ x 4 POST SPACING 5- 9 HEADER SIZE 4 x 6 RAFTER SPAN 9 - RAFTER SIZE & SPACING 1 x 6/ @ / 6° O.C. ROOF PITCH 8-10+ ROOFlNG MATERIAL Hool £ A 9 GRADE OF LUMBER: O D.R NO.1 O D.R NO.2 TABLE B USE: 1. SELECT SPAN OF RAFTER 2. SELECT POST SPACING 3. SELECT HEADER SIZE TABLE C USE: 1. SELECT SPAN OF RAFTER 2. SELECT POST SPACING 3. SELECT FOOTING SIZE SPAN OF PO 3T SPACING / HEADER S 7. E RAFTER 4x4 4x6 4x8 4x10 10'-0'5'-6"9.-0.11'-6'15'-00 12'-0.5'-6'8'-6'11'-0°14'-0° 14'-6"5'.0'8'-0'10'-6'13'-0° 16'-0' - 7-6'10'-00 12'-0' 18'-0" - 7'-0"9'-6°11'-6' TABLE C SPAN OF POST SPACING / FOOTING SIZERAFTER 10'-0"5'-6°715°so. 9'-0718"so 11'-6°/21"sa. 15'-0724"sa 12'-0"5-6716' so 8'-6720" sq 11'-0722" sq. 14'-0726" sq 14'-6°5'-0716- sci 8'-0720- sa 10'-6724- so 13'-0726° sa 16'-0' .7-6721" sq 10'-0724' sq 12'-0727" sq. 18'-00 7-0'/21° sq. 9'-6726- sq 11'-6'/28' sq rev: 07/19/2011 Page 1 of 2 . IGALVANIZED 21/2.x 12'x 7 GAGE THICK STEEL STRAP W/4-5/8'0 LAGS - APPROVED CAP 31/2'V f« 1+1 4'x4' POST-- /• •/L €r« 60 5-80 NAILS, EACH END / - 41•x BEAM 1 4'x BEAM / +9 4'*4' KNEE / BRACE20 -- 17£. i J -4-2 I2-12 0 x 5' LONG LAGS SCREWS l'xe KNEE NEACH END BRACE - 1(SEE DETAIL 'ED 444' POST MINIMUM DETAIL "B"DETAIL "B" ALTERNATE STANDOFF 1 * ISTAND-OFF -1' STAND-OFF APOST/ IBASE--1 1€91 ' 4 12' 1 · 4'x BEAM 1 -,(--ANCHOR L -r i . . ++1 .r.t.BOLT 31/2' EMBED I .N ANCHORS IN 1--.... CONCRETEI ·. \0>0%GRADEJ \ IGALVANIZED LH 12'%12'x7 GAG E IT W/6-5/8» 0 LAGS r- 4'x POST DETAIL "C"-4- DETAIL "D" NOTES: 1. ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BE NEW AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MARK. 2. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILDING CODE CURRENTLY IN EFFECT. 3. CONCRETE SLAB TO BE MINIMUM 31/2" THICK. 4. POSTS SHALL BE MINIMUM 4"x4°. 5. BOTTOM OF POSTS SHALL BE ONE INCH (1") ABOVE SLAB. 6. 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/CAT SUPPORTED ENDS, AND12° O/C ALONG INTERMEDIATE FRAMING MEMBERS, OR b. 1° BOARD SPAN 32% 2° SOLID T&G SPAN 8'-0°; 2"xy SELF-SPACED SPAN 6'-0'. 7. 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 c. BUILT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4"/FT.) d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 1 8. MAXIMUM HEIGHT FORA PATIO COVER IS TWELVE FEET. / 9. PATIO COVER SHALL BE·USED ONLY FOR RECREATIONAL OUTDOOR LIVING / PURPOSE AND NOTAS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM. / 10. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA l OF THE LONGER WALLAND ONE ADDITIONAL WALL IS EQUALTO AT LEAST SIXTY- h - FIVE PERCENT·OF THE AREA BELOW A MINIMUM OF 6'-8" OF EACH WALL, F MEASURED FROM THE FLOOR.1 11. OPENINGS MAYBE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS B- READILY REMOVABLE TRANSLUCENT, OR TRANSPARENT PLASTIC NOT MORE THAN _942. EMCGHENCCGREss 6R RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPEN F-- INTO ANAREA OFAN UNENCLOSED PATIO COVER. 12%13. PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES. - 4')(4' KNEE BRACE r 2-1/2' 0 x5" LONG LAG SCREWS -0-5- TT E- 4'x POST -4- DETAIL "E" PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER: E C ulk C o P 6 1 Fc Ubl od, ov= 2_0-3(il PRINT NAME 6 SIGNATURE DATE rev: 07/19/2011 Page 2 of 2 .r. 9, APPRO-*tu PLANNING DIVISION MASTER I.D. .2211,- 1. | 0- 7-7.-7 G.P c. ..1-k-- Zone R -1 PLANNER /#1<7 4- DATE g/8 l 00 IPO(3 06 ,(/00lA o u 6 2 1 1 7 +44 toll i C 0 5%6 TRANSFERRED BY DATE .'CJ NO' It Pl.ANNING i NSPECTiON REQUIRED: r *t.7 ROUGH ... .FINAL ..NONE NAME RETA!N Pi.ANS FOR FUTLN, REViSION#M--*--- SUBJECT TO ITEMS CH D AND CONDITIONS ,.DLL'... V V. U INTERIOR *GON!,, 1/O bil EXTTRip) 4. r SNEMODIFICA 3% C El ALL MA fER}.AUS 11·1 D:-1 EXiSTING C!* 2.1 ID E rly f p , £ 0+ 81 '91:1 N i.·Itc, r'-1 01 ner-r LANDSCArt NS- .1,D-- ic»4 4 , et -*-4-B.. --»4 . 1 © f c.. p 1-r c v·cr_ f j 1 9Ge' 4 e F Ar 0 1 1--54-5-+ 0703-C ltIa»9-00 2 2 tl * r /135-4- Itv v- , V y i 1- 4 F ro + jk i d. 3-5 9 2 9-2.5-: HA\\4 8,« 57 7 5 1- tua I /5 ' - . S29-3-r..1 | ol 3 00©*V ir f LLI LU 0 'f 981d 10319NlaVID HO31AI ON 93* 0,038 311830 3NOZ ON 93*S3AONIEE£EE*ON S3A ON 93* 101131Sla 11NOIllaE