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HomeMy WebLinkAbout10180932_826 S. FLINTRIDGE - Plan (2)Cnrmriuipurrl PLANNING *BULDING XGENCY Planning & Building Agency Building Safety Division 20 Civic Center Plaza PATIO COVER FOR ONE ANDRO. Box 1988 (M-19) Santa Ana, CA 92702 TWO FAMILY DWELLINGS (714) 647-5800 www.santa-ana.org RY*&#tikile&,Wham#%14#4#m*k-241-ka!2 9=K':e"**,1-07:':t:IEO·.92·:E-,31'k·Ina'€S.4-C€=•6(.9.-:S··· ·t·em·k--/92:mrWRIa:"·5=t:,J -<,r-i- 7:J·:·:1/.-*·9·91·:,h *Ilie-4,-,%. u 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) 647-5804regarding zoning, setbacks. landscape, aesthetics and other requirements. A fully dimensioned SITE PLAN shall be required on aseparate 8 1/2" x 11" sheet of paper. Ask for handout on Residential Site Plan Information (patio cover is not permitted within5 feet of a property line). DETAIL / i> SEE ROOFING NOTE SPECIFY ROOFING & SHEATHING OR OPEN LATTICE - RAFTERSIZE & SPACING SEE TABLE "A" 0 ,G 12 0 CONTINUOUS EEDGER FOR HEADER SIZE 1.-/ :37SEE TABLE"B" 1 4-:DETAIL "B" l // a DETAIL "D"\4._-% | 12" RAFTER SPAN ' ·MAX. - -'POST SPACING ACCEPTED 11 D 4 .2 1 EXISTING HOUSE WALL "OVERHANG OVERALL LENGTH: 4 , LONGSIDE MUST BE 65% OPEN DETAIL "C" -BELOW GRADE FOOTING 124 diL.- --t- 'SEE TABLE t· FOR SUE 1 EQ.LE©F[20©AL, Ptl SLOPE TO DRAIN -+ /n I., 1 This sotof plans alt 1, J1 1 .1 p. 1111@ 111'E J =1111 #11111.· 1,]t ,;1.11. 1 f lat all Umes and It 1...44 4,73(ations On Sam 2500 P.S.1. CONCRETE _ --/ SIDE VIEW C.ty of Santa Ana. END VIEW FOOTINGS:Tia acceptance ofCBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON A CONCRETE SLAB ON trA heid to permit flGRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 3 1/2'- THICK AND -- 3/8" 0 X 5· LONG LAG SCREWS FURTHER PROVIDED THAT -rHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADSfiWisions ot ANY ¢ INTO STUDS AT 16' O.C.AN EXCESS OF 750 POUNDS PER COLUMN. -- 2X CONTINUOUS LEDGER TABLE A TABLE A USE:ROOF RAFTER SPAN i ....opted By 1.DETERMINE ROOF SLOPE MAFTER:SPACING ROOF SLOPE ROOF SLOPEE 2. SELECT RAPTER SPAN SIZE C. TO C.<4:12 24:1213. SELECT RAFTER CENTER:12'81-0"8'-6" 1TO CENTER SPACING 2X4 16"7'-0"7'-6. 14. SELECT RAFTER SIZE 24"6-0' 13'-0'22#-ca: 2 Issued qf 116%11'-6";-RE-- -·· JOIST HANGER OR SOLID BLOCKING 1\24"10'-0'1 3-6" INAIL RAFTER TO BLOCKING | 12" 17-0•17-6" -2)(8. 16" 15'-6'16-0"DETAIL "A"13-6 14,40'242- t ).£53 / PX PATIO SIZE 44' x 50' POST SIZE UXYPOST SPACING R HEADER SIZE_ 4 x 6 RAFTER SPAN 1 4 --6 -> RAFTERSIZE& SPACING 4/ x 6 W /< „ O-C. ROOF PITCH 2,4 ; / 4 IROOFING MATERIAL ' AO 11/ED RO-OF GRADE OF LUMBER: ® D.R NO.1 O D.F. NO.2 rev: 07/19/2011 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 B SPAN OF PO3T SPACING / HFADER S /F RAFTER 4x4 4x6 4x8 4x10 10'-0"50-6"91-0„11'-63'1540' 1240' 5-6'8'-6'11'-0"14'-0' 14'-60 5'4„ 8 '-O"1 9-6'13'-0" 16'-0" - 7-6" 10'-0"12'-0" 18'60" - 7'-0'9'-64 11'6' TABLE C SPAN OF RAFTER POST SPACING / FOOTING SIZE 10'-0"5'-6'715' sq. 9'-0"71 8'Cscl 11'-6·/21" sq. 15·-0'724¤isa. 12'-0'5'-6"/16'sq. 8'-6720"sq 11'-0"722"sq. 14'-0-/26-sq 14'26' 5'-09/16' Sq. 8'-0"/20" sq 10'-6'724"sq. 133'-0726' sa 161-0.7'-6'721' sq. 10'-0724' sq. 12'-0"/27"Sq. 18 00 7'-0921· sq. 9'-6726' sq 11·-6728'sci Page 1 of 2 JGALVAhJED 21/2.x 12·x 7 GAGETHICK 1 STEEL STRAP W/4-5/8'0 LAGS -APPROVED CAP y 3172· 457 P .4 4'xi POST MINIMUM t 1G- i - 4·x4' A POST--0- 5-BD NAILS. 4'x BEAM -EACH END / /1 4-x BEAM 2.- PLL,/I BRACE w 4·x 'KNEE b /f /\ I 2-1 /2' 0 x 5' LONG LAGS SCREWS: <1 EACH END 1(SEE DETAIL •E•) - 1·%6· KNEE BRACE DETAIL "B"DETAIL "B:" ALTERNATE STANDOFF 1 .-1 0 ISTAND-OFF - -1' STAND-OFFAPOST/ IBASE- r*>1 r 4'x BEAM12• AN6HOR L 1- 1 -- - ++1 EMBEDI . ANCHORS IN 1--_ CONCRETE 1 : > 17-7.BOLT 31/20 i \%\ IGALVANIZED 912'x12'x7 GAGE 1•r W/6-5/8' 0 LAGS 3- 4"x POST GRADE-' DETAIL "C"--1 DETAIL "D" NOTES: 1. ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BENEW 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/C AT SUPPORTED ENDS, AND12° O/C ALONG INTERMEDIATE FRAMING MEMBERS, OR b. 1 " BOARD SPAN 32"; 2" SOLID T&G SPAN 8'-0'; 2"x2¤ SELF-SPACED SPAN 600" 7. iROOFING 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 INSIRUCTIONS. - - - 8. MAXIMUM HEIGHT FOR A PATIO COVER lS TWELVE FEET. 9. PATIO COVER SHALL BE USED ONLY FOR RECREATIONAL OUTDOOR LIVING PURPOSE AND NeTAS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM. 10. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA OF THE LONGER WALLAND 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. 11. OPENINGS MAYBE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS READILY REMOVABLE. TRANSLUCENT, OR TRANSPARENT PLASTIC NOT MORE THAN 1/8 INCH IN THICKNESS. 12. EMERGENCY EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPEN INTO AN AREA OF AN UNENCLOSED PATIO COVER, 13. PATIO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES. - 444'KNEE BRACE l 2-1/2" 0'*5· LONG LAG SCREWS 42!POST DETAIL "E" PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER: TURIWI 6-in P K 6-UYEd 3-19-/4 PRINT NAME /SIGNATURE DATE rev: 07/19/2011 Page 2 of 2 NAME: TRAN, FRAI ' fy·VIS "< -AM THI ADDRESS: 83'-· S 'LINTRI 24--· .NA, C _,,4 PrCNE·714-703 218 201 1A«re,elle·, PARRFI NO i 128 (·07- & 1 PROJECT'*L---1 LES :1. [)-bORIPTION:LOCATION 14 1% N 12 3652 BLK LOT 11 1 119 LOT ,SIZE: &6016 SO FT.-1 7 01_ELIGHT 0) AVE. VICINITY MAP 91 10 1 21 rl i I IR z' 1 9 1 >1 N -1 01 e A A ny:R, -4. :/1 MT :m, ' 2 PLANNING DIVISION MASTER I.D.204-ll-262- G.P _ - F-R Zone-_. R l.fPLANNERATE-.al=£12(9 PREPAPED BY· TRANSFERRED BY DATE -- PLANNING INSPECTION REQUIRED: #-* ROUGH FINAL NONE 1 -GISTING CMU WALL.NAME PROPERTY L NE 714) . 1 1 _111 1 113 1 lfUL.1.11 1 IU.11 1.01 JI 1 1 Ilili' .U11111Ul I LU L 11.11 1 IJ] 1.10 -1-1 »11 Jillill]1£18.IWJitULLLLUJU11!11U1LULL}11-1]LULLULULLUUJ!1111111!?10ImI[jirmitfitimji - L. Ex ST NG 5H1NGUE5 ROOF TO RETAIN PLANS FOR FTURE REVISIONS, iBE RE.OVED AND REPLACED EX STI · G ROOF W TH NEW SHINGLES ROOF.SUBJECT TO ITEMS HECKED AND CONDI¥1O1S FREV.:+DATE,DESCRIPTION:-BY:,>1 OVERHANG:BELOW: i-------------------------1 h O NO EXTER{OR AQTERATIONS/MODIFICATiONLEXISTING STORAG [TI-14 ttz@Inmazi*1*13dgtim \A/-11$ 1 'P: =INON:421:18*lajEI1*35#22*4 RE=REENING REQUIREDL-BEDROOM'--1 | k-' r PORTION TO;@,AW MATERIALS 0 MATCH EXISTING S ELI-EXISTING DE :SAW CUT EXISING SLAB.--\rri-IF·,1111 -- 11.---17=--.--1=--NuirrNDSCfPE PLANS r 10:1.GRADE. TYP. U.1,1 .--ed --7rgir·'. .,L.IR.L.___i.A 2 4 |OICILILIZZLIZE :l' i DRIVEWAY;- CONDITIONS: 1 .r i 2XISTING___ 6|| p- DR lucht. Ir[R'.2,90*4&0 -potza>.0 4- 1-(1 6957 41,- , 01,=MAA STE'[ ICTURAE 1 Pll - 1 .Re-line g#:han i 47<-83.11 1 ' A O LLIMMILESTRUCTOWLE0: il z cm]=rzzzIUUIEUEL; '/ 1 :101%=9 ARE REQUARED FOR: -p & Clitl.1.:F (23 - 1 Ir=== O _bilhlil'.8 & MECHANK:AL PLANE i -IFit BEDROOM 11 ,_2:(5,. U#L_____ - ·'0011,0290,13 must be kept on the job ;/ 5 r.'In-- UL is' #nl*tul to make any changes w3 w#hd,ut written permission trom the If (2> 2 0 CO ; 2'E-XISTING M...1,1 -0his plan and'*#cifications SHALL NOT i 'FIT------8295---LE) uii G:Roo -7 |™-to an-approval_777774--1 I E 39-1*86*nance-ot_State Law. Eli[II h /2" PLYWOOD- I ( 4) ·&*6; CO UT]NUOJS (BELOW) C. 212 !286 1 Bl I < )HA,IGER HUS'B */ DA US; 20 64. 0*p.) (f) 2%6 0 12'· -EX Sl NG CH!MNEY TO BE REMO/ED. -lait Illitr O.C. 4 A?ez==2-11Date It 04 SS]Moov 71 '''cE) KITCHEIC3.nIOF SA ANA1124 1 /41¥RNG GARAGE ---r-----tr-- ---- ----= - r339 ECT PLBG p*AliT#-10-1 *AL--ECRI GhADING of· PROue_LI I COSt-R. TYPE 1 1 3111 E131(. ) 4,4 POST BELOP. BEDROOM- 15 /31 ..31ICO[EDITBON.LE--,6-----i|Il 0 0 i SHEET TITLE: -LOTD'ZONE--les:, [ 1 -1--1 -a=4 151 -2-\ - --------- -------]-- --b -=a===en,L< 3) ROLLEDm (9 0 41 (·1) 2(6 BEAM. ATrACH TO SITE PLAN9 ROOFING. EXTERNAL WALL W/' THROUGH13: 43/BOLTS,.3 n.,RUENOED-Er:=:14---L=-3 1 IllPROPERZY UNE55;EE€X06:937>.«/.,/,7/ ,>·/·>>97,.<·.-,7.71L·e74271-Te/R'7<·«·...·F,1-zie,v:7,23*2Uz/pwz--1737.35&7E,--5EP-L, -7€·3/-'2a»77.47-, - sHEETNuMBER- 21'-100 14'-0 45·-2 -- YES J --1.".." ESiDENEALA"-CIYES- ,-AD?dfLLEABEE YES <- -*--3-.MN A-1SITE PLAN ..f>.-1 #1111 JAr At t \I 1 1 1-11-IL___2=zzl=%====1=2==2=2=21-Ii -1 »=1 OL 9 09 32 EXIST{NG SHINGLES ROOF TO BE REMOVED AND REPLACED WITH NEW SHINGLES ROOF. EXISTING HOUSE. 1 ibri' di?cd r ··24·172.r···· i ' 44 · r 1 1.VI! 1·.1. · 1··· J -PREPARED BY: il i i G l, ·J I'l.-···.I' 7'E' 4·j 4.· li l "T'-I 71n ?- · i:' 'i- , ,; · i .. I.A ... ·.irr .. 1. . . L .1 · · · · -- p 1 2 j PJ :I;-1 - ·itfif·?ff-2>I.' lf.Irt:1· f l·j Ff t¢,f},7, j lrr 1,111 . ¥ : lli 1 ; (N) ROLLED ROOFING. 2·LY:r"...'-3 ..M ' 7 1/1 1... I •. : 1· i ,-I LU:-2..Uil.24' -..1 11 91 111„·11·,····1; ·,F-7,"·'·7 1·'7,•Il, 1··il:. p..:·:'.dI °04) 2*6 BE.AM. ATTACH TO--3,22.:·LL__i·" - 7''" -- '-'' ,1-1,11.. ....1 EXTERNAL WALL W,7 1 HROUGH 4 BOLTS.91=F (N) 4*4 POST BELOW- +03 (N) 4 06, COLTH. UOUS.MJEW (WP) \ (N) CBSO4:HOG -REV.·-DATE:-DESCRIPTION:ZBY:COLUMN BASE (T¥p.) \ WEST ELEVATION -lifir- 6SCALE:SCALE: 1/4-=61.- 0 1 NOT USED -EXISTING SHINS:.ES :C.or TORE REMO ED WD REPL/·CED WITH : EW S.Ilb!GLES ROO 1 3/ 14/14 CONSTRUCTION TGN PORTION :OF EXISTING FASCIA BOARD TO BE CUTTED AND EXTENDED WITH NEW ROOF SHEATHING PORTION. ·,·,·-c.M74!?.D'·'ir·.·:..77..©:.'. 3.'r. 2·.·.·. i'·n;:Effcm (N) ROLLc[1 ROOFING.---a«r€**90*kil<»291-9- I:- ", 4,I,,-f*· 1 T·.211·lul '111 NEW RATIO COVER.--d 11 Il 1 ql ' 1[1 -7 1 0 2 00 4*6, € :CONTINUOUS. -(N) 44 POST BELOW 051-04 .(re.) (N) CBSO#41(DG--m 1/ COLUMN BASE ,(TYP.) A i. EXISTING ACCESS DOOR. SCALE SCALE: .SOUTH ELEVATION -0 2 NOT USED .N.T.S. I NWGEEXISTING SLAB EXISTING CONCRETE-7 SLAB: TO REMAIN. - (N) 4*4 POST. (DP. OF 5) -(17) CBSO•4HDG COLUMN BASE (1YP.) FOR SIZE AND SPACING OF JOIST OR RAFTER, SEE PLAN - BOUNDAR';.All'JG (D.P:.) A:.ONG CON; INJOUS PANEL EDGES -- u---STAGGER: PUWOOD JOINTS 3/8" MIN. EDGE DISTANCE FOR NAILS - /I el EXISTING SLAB 1, NEW SLAB 13.1 1 CONNECTION · 14' 726; Jzy: I.- 7.3-2:.-16·... 1OSED AND EMBED A B A MIN. OF £- Ii. TO 1 Si FOUR . 3 +TYPICAL INTEP•.:EDIATE : NAILING O.13 .. L . FLOORS-·lOu @ 10" O.C.1 2 ./t \ROOFS- lod # 12" 0 6. - a.DRILL HOLE,REBA:, DOWELS M FAME SIZE 30 :1621. . LIA -OF EDGE MAILING (E,R.)-- 1, GROUT 9-:9 /3-1 @ 24-0 C. U N 1 C. 2*3 FLAT BLKS. AT 2 _AI_GLASS UNSUPPORTED EDGES. (REO·D. /1 -LON( DIMENSION .OF PLYWOOD ONLY WHEN CALLED FOR ON TO RUN PERPIND[CULAR TO PLANS>JOISTS =SHEET TITLE· ELEVATIONS & DETAILS =SHEET NUMBEP 20" SO.NOTE: PLYWOOD TO BE INSPECTED PRIOR TO COVERING - Mill. SHEATHING SIZE TO BE 2·-09 X 2--0 A-2 FOOTING iSCALE SCALE: N.T.S.3 PLYWOOD LAYOUT N.T.S.4 DOWEL CONNECTION --2- 5 NOT USED -SCALE: .. N.T.S.I. /L 1 li 1 1 . 11 T. I 3 32 0 1 f- _ idi- f C oo r 20 2 9 0932