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Home My WebLink About10179707_2624 W. HARVARD - Plan (2)CITY OF Ul 11111 1 ANA PLANNING & BUILDING AGENCY Planning & Building Agency Building Safely Division 20 Civic Center Plaza RO. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PATIO COVER FOR ONE AND TWO FAMILY DWELLINGS F 10,MrN,wD,t=sp:Moky:t!:t-I*SM 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 8 1/2" 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). DETAIL - "A" SEE ROOFING NOTE SPECIFY ROOFING & SHEATHING OR OPEN LATTICE - RAFTER SIZE & SPACING · SEE TABLE "A" 12 0 0 0 n. 12' MAX. CONTINUOUS LEDGER FOR HEADER SIZE .--DETAIL "B" SEE TABLE »B°·i Idi DETAIL "D"- RAFTER SPAN -' __'._2 POST SPACING EXISTING HOUSE· WALL ."OVERHANG OVERALLLENGTH . LONG SIDE MUST BE 65% OPEN DETAIL "C" - SLOPE TO DRAIN - n - 3/8" 0 X 5" LONG LAG SCREWS INTO STUDS AT 16" O.C. 6" 6". MIN.MIN / n FOOTING 12"co BELOW GRADE w SEE TABLE --- 'C" FOR SIZE n- 9 1.1· Ill12 IlliE 2500 P.S.1. CONCRETE - '/ - END VIEW SIDE VIEW 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 THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN AN EXCESS OF 750 POUNDS PER COLUMN. 2X CONTINUOUS LEDGER TABLE A C==*-9=*.TABLE.A USE:ROOF RA FTER SPAN 1. DETERMINE ROOF SLOPE RAFTER SPACING ROOF SLOPE ROOF SLOPE S 11»22 2. SELECT RAFTER SPAN SIZE C. TOC.<4:12 24:12 3. SELECT RAFTER CENTER - 12'8'-0"8'-6" TO CENTER SPACING 2X4 16"7'-0°7'-6' 4. SELECT RAFTER SIZE 24'6'-00 6'-6. 2X6JOIST HANGER OR SOLID BLOCKING I\ NAIL RAFTER TO BLOCKING I -£ED DETAIL "A" 12'13'-0 13'-6' 16'11'-6*12'-0" 24"1060"10'-6" £129 -' 6729 17'-6" 16'15'-6"16'-0" 24'13'-6"14'-0" TABLE B 1 H 1. 11 TABLE B USE:SPAN OF POT SPACING / HEAQFR S 7F PATIO SIZE 1 0,-2 X 14, e 1. SELECT SPAN OF RAFTER RAFTER 4x4 4x6 CAL)4x10 POST SIZE 2. SELECT·POST SPACING 10'-00 50-60 9'-0'11'-6'15'-0'-1 x17.11POST SPACING 01 D 3. SELECT HEADER SIZE 12'-0"5'-6°8'-6.11'-0"14'-0° 14'-6.5'-0'8'-0"10'-6"13'-0° HEADER SIZE.ct·x e 16'-0" - 7'-6'10'-0'12'10' RAFTER SPAN ig'-22'1 18'-O" - · 7'-0'11'-6° RAFTER SIZE & SPACING 1.x» @12° O.C.TABLE C TABLE C USE:SPAN OF ROOF PITCH 1/411 * ('·-C:;H 1. SELECT SPAN OF RAFTER RAFTER POST SPACING / FOOTING SIZE ROOFING MATERIAL NILT <lf' *ca=:f 2. SELECT POST SPACING 10'-0"5'-6'/15'so 9'-0718' sa 11'-6721" sco. 15'-0724" sa GRADE OF LUMBER: -3*41.F. NO.1 3. SELECT FOOTING SIZE 12'-0-5'-6"/16- sq 8'-6720" sq 11'-0722" sq 14'-0726" sq. 14'-6.5'-0716" sa 8'-0720" sa 10'-6"/24" sa 13'-0"/26' sq O D.F. NO.2 16'-0 7'-6721 sq 10124- sq 12'-0727" sci 18'-0' -7-0721 " sqi--9'-6/26" 2\ 11'-6°/28' sq. rev: 07/19/2011 Page 1 of 2 44 L _IGALVANIZED 21/2'x 12'x 7 GAGE THICK STEEL STRAP W/4-5/8'0 LAGS .1 4- 12• IT31/2* 2'-00 / /44 BE 4'*4' I POST-- 4'x4" POST MINIMUM - APPROVED CAP \ /ift L /-8D NAILS, -/ EACH END ,/1 4'x BEAM - -494°KNEE * BRACE N I2-1/2' 0 x 9 LONG LAGS SCREWS / -,1'xe KNEE . NEACH END .·BRACE 1(SEE DETAIL 'E') DETAIL "B" ' DETAIL "B" ALTERNATE STANDOFF 1-1 - ISTAND-OFF -1' STAND-OFF A POST/ |BASE - 12' --=4:x.BEAM. ANCHOR L --r '. , '+ +1 EMBEDI ANCHORS IN 1- CONCRETEI I hkil / 14- 12' BOLT 31/2' \ IGALVANIZED L-I12'x12'x7 GAGE IT W/6-5/8' 0 LAGS \0 :3*iiI 4GRADE \-/i DETAIL "C" - 4.x pOST 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 31/2" 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, AND12" O/CALONG _ INTERMEDIATE FRAMING MEMBERS, OR b. 1" BOARD SPAN 32% 2' SOLID T&G SPAN 8'-0% 2%<2° 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 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. 1. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA OF THE LONGER WALL AND ONE ADDITIONAL WALL IS. EQUALTO 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. L EMERGENCY EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPEN INTO AN AREA OF AN UNENCLOSED PATIO COVER. 1. PAnO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES. -4- - 4'x4' KNEE BRACE C- r 2-1/2' 0 € LONG LAG SCREWS -0-0- 1-T E- 4°x POST DETAIL "E" PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER: U/£.Uet_ U f LuE€;, A-5 PRINT NAME 2 < 0 f//4-2-I SIGNATURE / 9/14,3 DATE rev: 07/1 9/2011 Page 2 of 2 li .*REPARED BY: 13. 1-7 ,"Ful.rEe,0,•Al ST'•0'FT'wf AI#*Il.IL!.2 U . 4, t.. - /6.,1.1 ACCEPTED FOR CONSTRUCT]ON -- 4> 4,1-1 . 1ECTRICAL, PLUMBiNG & MECHANIC# L PLANS SEPARATE PERMITS ARE REQUIRE[ FOR This set of ilans and specifications must be kep' on the job i itt all times and it is unlawipl to make any qhanges or 1 0 .Iterations .,n same without written permissiotfrom the. - i City of Santa Ana. lib RAFTING fhe acceptance of this plan a id specifications SHk!-L NOT ! ' oe held to p 3rmit nor be an approval of the violationlanyprovisions o' ANY Cil Ordinar ce or State Law. Accepted By 44 4 4 n.to 4/1/ /1 i,1 . CITY OF SANTA ANA / Date Ice:Ied Kti 11 19 1 /3 . 9 -1 9 Araceli Maciel PH 714 /285 1121 2017 W. Alco Ave Santa A'na California 92703 aadrafting@msn.com *12274&248'VE W T \-0,5*14_»*+2.-€g,!911 I 'l . &1 - - r. -\€. t 4 C e '129-- 4 9 + [ rei : kt 26' 24 wit»1*FP•T PERMIT TYPE: T '$4'TA"NA, CA .c:.101'4 -IM,) Sf=14.....t - 6,-&33--*Cr PUNG . /|AkEIts D MECH GRADING ,I HF -184(19 £$,92'06·-t f ' j .4:'i.:Sto' ... . 71.., Ir.:U. tvf PE RMIT#l'Gl 79707 .., ...n t.. 3/.. 49 -14 Flt-41=414/402- 510 OCS. GROUP =1.0 4%13,47, 19_29CO \ISTR. TYPE .. 1 1 CO DE EDITION ·a ... 7 ·,4 t- FLOOD ZONE -3 4211-*.. ...u 1 APPROVED.VfFF' r'€t; kiel=/ ·f PLANNSNG DIVISION-5 .1;£»Ve:@?P 1441.. fitFLOOD ZONE GERTIE REQ:D YES NO MIC ROFILM YES NO -·. -, MASTER\?.-6*-1-37#067.35 ' G.pRAJ)IANT BARRIER @ ROOF YES NO ' 0-I ;'LANNER DATE_8- / 9.-13RESIDENTIAL DEV. FEE YES NO =1 . 4 . TRANSFEI SCHOOL DISTRICT YES NO '· -1 - - DATF.. . I .. RRED BY / 1 t. 6,2. 0 1 ·PLANNINGIINSPECTION REQUIREDROUGH-+FINAL--- tic,Nt= k NAME /7·9 4 ,--- < 4 RETAIN PLANS FOR FUTURT PE' B}i,ONS»1» FLAN 1...u i:·.; i 2RIOR P 49 1 ' -3462*17*U,4-1.k| 3--L-2:>T ·911%------1.61/2--.4*9,9 ©&14+19 1,1vlk'627-- -- - -- ---1,144 4, rr, Imx.!*rb-1_4+4FA£-6 J f.-1.-1 -1 -4-222 61 #-r, -Dri*E jate'b- -2,>96}c- 7«,c,- ---7-2,0\91•OPTL 2(£2 1 0 O NO EXTERiON AL:FI.AF(Or.··'MOD:FICATiONSO ALL *IATER?AL.5 TO r. ATCK EXISTING O SCREEN:NG AEQv:;·: 1.D O - VBMIT.LANDSCAPE PLANG - NDETZONS: *4.J)-2 tb 6 pal 01 6 UL Go.*- -AH- 1.'r 1 I 9- F.l-1 3l $ I LO 1 7 9 309