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HomeMy WebLinkAbout10181441_2029 W. CHANDLER - PlanCITY OF SANTA ANA BUILDING PERMIT APPLICATION WORKSHEET PLEASE PRINT 3/2/05:forms/Bldg.ADD.Worksheet PROJECT ADDRESS: 20,28 60 € Ct..u-64 0/r SUITE: USE OF BUILDING:r-*aDENT'69 COMMERCIAL INDUSTRIAL OTHER SAPIN # MASTER ID# NATURE OF WORK: ADD ALTER/T. I.DEMO REROOF REPAIR SIGN MISC NFW/ADDITION/Al TFRATION: 1ST FL.. SF BASEMENT: YES/NO SF NO. OF STORIES: 2ND FL..SF PATIO/ENCL. PATIO:SF BLDG. HEIGHT: TOTAL OF OTHER FLS: SF RES. REMODEL:SF PROPOSED USE: GARAGE/CARPORT:SF ALTER/T.I.SF JOB DESCRIPTION (non-residential projects see reverse side of this application) : BUILDING OWNER'S NAME:Ohill(*vt< P .k-0.-w-7 / c-, 67 / r 44 0 .7PHONE NO: ADDRESS*4-029 00 c CUUU€e Auc CITY.· 0 /9 A STATE: - - ZIP:07%.46/N Gti"<Cy[ \9 9109 TENANT'S NAME (Comm/Ind):PHONE NO: CONTRACTOR'S NAME:STATE CONTR. #:LICENSE CLASS:PHONE NO: ADDRESS:CITY:STATE:ZIP: WORKERS COMP. POLICY#:EXP. DATE:INSURANCE COMPANY:SANTA ANA BUS. LIC. #: ARCHITECT/ENGINEER:STATE LICENSE #:PHONE NO: ADDRESS:CITY:STATE:ZIP: CONTACT NAME:/th Ill *1«- 21*!AA PHONE NO: 7 /4/ - r/ - 4/4/f-</ E-MAIL ADDRESS:D W @lfwvt 3-06 ( (D Vo,6.00 e,rrn - V OFFICE USE ONLY:ACC OR SPC (CIRCLE ONE)HRS PER BLDG. FEE $ OCC. GROUP:RECEIPT #P/C FEE PD $ TYPE OF CONSTR:VALUATION: $SUBMITTAL DATE: FIRE SPKR: YES / NO A/C: YES / NO FLOOD ZONE:PROCESSED RES. DEV. FEE: YES / NO PRIOR DWELLING UNIT: YES / NO COMMENTS: PLANNING OK TO CHECK & DATE BLDG. DEPT. APPROVAL & DATE PLNG CONDITIONS: . PLEASE CHECK ALL THAT APPLY TO YOUR PROJECT JOB DESCRIPTION CHECKLIST: U Additional square footage U Awnings U Canopy U Card readers U Ceiling work U Change of occupancy (use) U Disabled accessible (H/C) restrooms £ Dust collector El Elevator shaft El Exterior doors or windows El Equipment pads U Interior demo El Kitchen equipment U Partition walls U Rated corridors U Rated shafts C] Roof mounted equipment U Security bars 0 Screening for equipment El Skylights D Stairs El Storefront/facade improvements U Storage racks or shelving over 5'-9" El Walk-in coolers ITEMS REQUIRING SEPARATE BUILDING PERMIT APPLICATIONS: Block wall Complete demo Fence Fire signaling system Fire sprinklers Flagpole Lawn sprinkler system Light Standards Parking lot paving Parking lot striping Pedestrian protection Pool/Spa Signs Spray booth Temporary power pole Trash enclosure F· CITY OF SANTA Planning & Building Agency Building Safety Division 20 Civic Center Plaza PATIO COVER FOR ONE AND RO Box 1988 (M-19)PLANNING Sar;ta Ana, CA 92702 TWO FAMILY DWELLINGS & BUILDING (714) 647-5800 AGENCY www.santa-ana.orgANA 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 / - RAFTER SIZE & SPACING SEE TABLE "A" 12 0 0 0 12" MAX. 11. CONTINUOUS LEDGER FOR HEADER SIZE 4- DETAIL "B"SEE TABLE 'B" \ /9/. DETAIL "D"- RAFTER SPAN - ' _' -"POST SPACING EXISTING HOUSE WALL "OVERHANG OVERALL LENGTH . LONG SIDE MUST BE 65% OPEN DETAIL "C" 1 SLOPE TO DRAIN --- 6" 6, +- MIN.MIN / n FOOTING 12" 6 BELOW GRADE a SEE TABLE --"C' FOR SIZE n . 11 2500 P.S.I. CONCRETE -' '-_-- SIDE VIEW END VIEW r- 3/8" 0 X 5" LONG LAG SCREWS / INTOSTUDSAT 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 THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN AN EXCESS OF 750 POUNDS PER COLUMN. 2X CONTINUOUS LEDGER / 0 A \X \12 JOIST HANGER OR SOLID BLOCKING L NAIL RAFTER TO BLOCKING I DETAIL "A" PATIO SIZE /51 x /9 POST SIZE «xz-0 POST SPACING 1 1 HEADER SIZE 4 x /0 RAFTER SPAN IC-G RAFTER SIZE & SPACING A x R- @/6 " O.C ROOF PITCH (A.-kip ROOFING MATERIAL AAB'ki GRADE OF LUMBER: D D.R NO.1 [006.F. NO.2 rev: 07/19/2011 TABLE A USE: 1. DETERMINE ROOF SLOPE 2. SELECT RAFTER SPAN 3. SELECT RAFTER CENTER TO CENTER SPACING 4. SELECT RAFTER SIZE 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 TABLE A ROOF RAFTER SPAN RAFTER SPACING ROOFSLOPE ROOF SLOPE SIZE C. TO C.<4:12 24:12 12"8'-0"8'-6" 2X4 16'7'-0"7'-6" 24"6'-0"6'-6" 12"13'-0"13'-6" 2X6 16"11'-6"12'-0" 24'10'-0"10'-6" 12"17'-0"17'-6" 2X8 16"15'-6"16'-0 24'13'-6 "14'-0. TABLE B SPAN OF PO 3T SPACING / HFAn FR S 7F RAFTER 4x4 4x6 4x8 4x10 10'.0"5.6" 9'-0/11'-6"15'-0" 12'-0 506" 8'-6"11'-0"14'-0" 14'-6"5'-0"8'-0"10'-6"13'-0" 16'-0" - 7-6"10'-Ou 12'-0" 18'-0" - 7-0"90-6"11'-6" TABLE C SPAN OF POST SPACING / FOOTING SIZE RAFTER 10'-0"5'-6°/15" sa. 9'-0'718" sa. 11'-6721" so 15'-0724' sa 12'-0"5'-6°/16" sq 8'-6'720" sq. 11'-0722" sq. 14'-0726" sco. 14'-6"5'-0716"sa 8'-0"/20" sq. 10'-6724' sq. 13'-0'726"sa. 16'-0"70-6721" sq. 10'-0'724= sq. 12'-0727" so 18'-0"7'-0721 " sq. 9'-6'726" sq. 11'-6"/28" sq. Page 1 of 2 IGALVANIZED 21/2.x 12'x 7 GAGE THICK STEEL STRAP W/4-5/8'0 LAGS - APPROVED CAP 1+14 12• 4-x4'31/2' 4 --45©f 4'x BE, POST -7 - 5-8D NAILS, EACH END - fl / 4'x BEAM - 4'x41° KNEEBRACE 2.-- 74 1 12-1/2' 0 x 5- LONG LAGS SCREWS 1"xe KNEE _/ NEACH END BRACE - - -H- 1(SEE DETAIL'ED 42 4'x4' POST MINIMUM DETAIL "B"DETAIL "B" ALTERNATE STANDOFF 1 7» ISTAND-OFF APOST / IBASE -- -1' STAND-OFF r€91 r 41'x BEAM 12' ..1 ANCHOR BOLT +1 31/20 EMBEDI A rANCHORS IN k-·---._ IGALVANIZEDCONCRETE | -5 9 12'x1217 GAGE+ IT W/6-5/8» 0 LAGS 1 - t.- 4.x POST GRADEJ 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 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, ANC)12" 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". 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 NOTAS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM. . ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA OF THE LONGER WALLAND 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 INTO AN AREA OF AN UNENCLOSED PATIO COVER. . PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES. --4- - 4°x4" KNEE BRACE 7 2-1/2· 0 *5' LONG LAG SCREWS TT F 4¤x POST DETAIL "E" PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER: PRINT NAME SIGNATURE DATE 291 1 lt« f h»_-9 294.2 rev: 07/19/2011 Page 2 of 2 a Pr"e,Al Life/\ APPROVED Yard PLANNiNg DIVISION MASTER I.D. 10)9-114439 G.P.-,LE- -_ zone FA djPLANNER_.*z.3.-BIR ---*.2231*9948" TRANSFERRED BY- DATE___Z 1 -b /=k-YFr#ANNING INSPECTION REQUiRED:ROUGH FINAL NONE4___1 /////, 0 #* CA HREN PLANE FOR FUTuRE LUNC---39>14 41--SUBJECT TO ITEMS CHECKED AND CONDITIOIBELOW: O INTERIOF : 1, 49 O FK; EXTEr. 0.0 .. 14»'f..,1.'..,Url"MI=:It-·ATIONSO ALL MATEEIALS TO Alkli,H EX#':TING waikwilyWolliwriyeRS;Ninc; R:-Cut?'ro O SURMIT I..iNDZC/,PE PLA'943 CONDITIONS: f,p, hy loves 5' Drive way 30 0-i & clk#46/eN n - -CA 99.-7 0 4 V Doubled 4*6x W Rofters - 20' 4*10 Beam - 4. to Ledger - 6,(6 Posts OODS HO CREATIVE BUILDERS --WoodsShop,am (619) 462·WOOD (9663) ©2010 Joseph Wood 000NO Pat-1£05= Sh,KIUM; 0 - .r . 6/-9 -12*4 and 2,¢6 Lattice -f-'0 4*C 13' 3' r/71114///WI f*.,/1 *w..WoodsShop,om (619) 462 WOOD (9663)*20103¢osephWood V1.autiful Dech22*yotez!50 - 71 it Posts N' 2" to house L A CU A A - . / f .i: i :IIi ': 1 1: 8 1 illilibi 8 1ill -YJ 4% i El 1 11 +..../<i: 1, 1 1% 111 1 1, 1 1 rl i 11 f Ill'qi /7 f N '1411#1 1 1113 / I #i j ?11 b 1 T I. 1 $' 01 i- i '/ 1? 1 ' ' ' I ]¢1 )15 01I * t, 1 11 1, 1 * 41 i m 11 1 i !{1 1 11 *01lifitutiil i el IIt llilli1 r fl f:l:Jil e 1=j 6 D Roof 14' Roof 358 blit *Ctickett 3\3233\ the coronado 1 1 ril 1- 8, d L ./ /1 4X4 posts and 2X6 beams. /-1/7 i , t h L CIL - rJ 4 1, LA i qj A. 1 9 999 1 ElIii Z At. 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