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HomeMy WebLinkAbout10181643_934 W. CAROL - Planf 1 0 0-2 0 Ceo 0 Llj 66 2 n. 53 l11 d·J 21# 1 LE in -·. 2 Z7 3 MON r.n i O VIA- 6-----1- b. 0 E:. A'lf 34 =--- - 4<-.1.-CO klhd-4 44=»Cm Y UkY C.,6-00 L 104 0(Zy434 4 k, r -In (UA-6. 4,94 4,1 907 i /VO C 84©-4 62,) i - i \. IfITYOF-Ulullill PLANNING & BUILDING AGENCY Planning & Buildihg 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 iNMW€=RmSK*A€2.**tRiNQ#E*0=*===9181%g,a=ge.724w,2¤MWm STD-[02 CBC 2010 IMPO:RTANT NOTE TO PERMITAPPLICANT: Prior to expending time, money or effort in plan preparation, the applicant should contact the Planning Djvision at (714) 647-5804 regarding zoning, selbacks, 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). SEE ROOEING NOTE SPECE ROOFING &,SHEATHING'OROPEN LATTICE DETAIL / 1} V//1 - RAFTER SIZE & SPACING SEE TABLE "A" 12 MA 0 0 0 CONTINUOUS LEDGER FOR'HEADER-SIZE SEE TABLE "B" RAFTER SPAN _' _ EXISTING HOUSE WALL << f' 14- DETAIL "13" .* - ,/ /-=-/-= DETAIL "D" - w CD 1 LI POST'SPACING « LU OVERHANG OVERALL LENGTH * 0 1.ONGES|DE MUSI-BE 65%OPEN Z DETAIL "C" - 4/ 5 6 MIN.MIN 1- FOOTING 12" BELOW GRADE SEE TABLE - -"C" FOR SIZE SLOPE TO DRAIN -+ / n' 1 1 1:81 ¥ i 1.. 1111#11-11=lilli Elm I.:1 F M j 1 1 250OP.S.1. CONCRETE . .--/ END VIEW SIDE VIEW - 3/8" 0 X 5" LONG LAG SCREWS INTO STUDS AT 16" O.C. FOOnNGS 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' IHICK AND FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN AN EXCESS OF 750 POUNDS PEER COLUMN. -- 2X CONTINUOUS LEDGER 1 - Nk JOIST MANGER OR SOLID BLOCKING L NAIL RAFTER TO BLOCKING I DETAIL "A" PATIO SIZE t © X K'( POST SIZE 4'XM POST SPACING \11 I HEADER SIZE 01 x 110 RAFTER SPAN f'O RAFTER SIZE & SPACING 1 x 67 0 24 " O.C. ROOF PITCH /4 A 1- ROOFING MATERIAO COOL GRADE OF LUMBER: W D.F. NO. 1 O D.F. NO.2 rev:07/19/2011 40 N:El 3 TABLE A USE: 1 DETERMINE ROOF SLOPE 2. SELECT RAFTER SPAN 3. SELECT RAFTER CENTER TO CENTER SPACING 4. SELECT RAFFER 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 RAFT,ER SPACING :ROOF SLOPE ROOF SLOPE SIZE iC. TO C. <4:12 14·12 12'8'-0"8'-6" 2X4 16"71-0.7'-6" 24"6'-0"6'-6" 13'-0"13'-6" 12'-0" 10'-6" 17'-6 2)(8 16" 15'26'16'-0" 24"13'-6 14'-0" TABLE 8 SPAN:OF POST SPACING /HEADERS ZtipRAFIES4*4 4x6 4x8 0[EdE ) .5'-8 9.-0.1 1'-fr' ClEED 12'-0" 5'-6"8'-6"11'-0"14'-0" 14'-6';5>0'8'cou 10'-6"13'-0. 16'-Or - 716·10'-0"12'-0' 18 0"71-0"9'-6"11'·6' TABLE C SPAN OF RAFTER POST SPACING / FOOTIN.GNE 10'-0.:5'-6'715" so. 9'-0'718"so. 11'-6'721" sal. 15'-0'724" St 12'-0. 5-6'716·sci. 8'-6'720" sq 11'-0,/22"-sq. Ti'sm,2896. 14'·6 5 07/16" sq. 8'-0'720":so 10-6724 - sq 15-0'726" sq. 16'-0 7'-6'/21" sq 10'-0'724" sq 12'-0"/27' sq. 1850 I 7-0721" sq 9'·6726" sq. 11'·6728"sq Page 1 of 2 Glh UV IGALV.ANIZED 2 "2.4 1.:t., 7 GAGE THICK l S'FEEL STRAP W/4-5/8-9 LAGS - APPROVED CAP 1+ 2· 31/2 4'k4' 1 .--1 2 21 t POST -- / y- 5.81) N,'MLS. A EACH END459x BEAM '1 /· 4·x BEAM 4·14· KNEE b 71RcE h l k 12-1,2' 0 x 5· LONG LAGS SCREWS AEACH END 1 - 1(SEE DETAIL 'E') L t-xs·KNEE BRACE 4%(41' POST MINIMUM DETAIL "B"DETAIL "B" ALTERNATE STAND·OFFSTANDOFF 1'-7 -<2X mPOST - 1· STAND-OFF - 4·x BEAM 10.1 :1 1 - ANCHOR L r- i i ... ++1 EMBEDI ANCHORS IN -CONCRETE \ IGALVANIZED 12•x 12·*7 GAGE IT Wi·6-5/8' O LAGS KI - 4% POST02 -4/GRADEJ DETAIL "C" BOLT 31/2' DETAIL ' \»X 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 (l ") 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/C ALONG INTERMEDIATE FRAMING MEMBERS, OR b. 1" BOARD SPAN 32"; 2" SOLID TaG SPAN 8'-0", 2"x2" SELF-SPACED SPAN 6'-0" ROOFING SHALL BE MIN. CLASS "C" ROOF COVERING (CBC TABLE 1505.1) OF: at WOOD SHAKES: 4/12 PITCH b. WOOD SHINGLES: 3/12 PITCH c. BUILT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4"/FE) d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVEFEET. 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 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, TRANSLUCENL 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·x4· KNEE BRACE l F 2-1/2· 0 *5· LONG LAG SCREWS -0-0- F 4'x POST DETAIL "E" PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF P5*COVER abs€ ?ERA rw PAINT NAME 1 055 PG#(el rev: 07/19/201 1 6-11- O/ SIGNA)(dRE DAT /4 E 'll Page 2 012 (-20 Planning & Building Agency %-2/ Building Safety Division CITY OF 0 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 PLANNING & BUILDING AGENCY STD:02 CBC 2010 IMPORTANT NOTE TO PERMITAPPLICANT Prior io expending time, money or effort iF plan preparation, the applicant should contact the Planning Division at (714i 617-5804 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). SEE ROOFING'NOTE SPECIFY ReeFING & SHEATHING OR OPEN LATTICE - RAFTE R SIZE 8 SPACING SEE TABLE "A 12 12' MAX. D 0 0 CONTINUOUS LEDGER -ES--Cantz-*--- ---t--..- DETA - - "A"FOR HEADER SIZELj .-DETAIL "B" ,SEE TABLE J'B"I A' 6 a f 1 11 DETAIL "D"- RAFTER SPAN '2 -'POST SPACING rl 1 EXISTING 11 HOUSE IWALL "OVERHANG OVERALL LENGTH 1 • LONG SIDE MUST BE 65% OPEN DETAIL "C" -6" 61' MIN.MIN FOOTING 12' BELOW GRADE SEETABLE - -'·C" FOR SIZE . /, - . : = . SCOPE TO DRAIN -7 n hol / n1 5 , 1 11113 lilli zil":k"li..dd i 1 i b.94 1 n i i j -: 1 /2500 P.S. I.CONCRETE- %1.--- /- END VIEW SIDE VIEW - 3/8":0 X 5" LONG LAG SCREWS INTO STUDS AT 16"0:C. FOOTINGS GBC APPENDIX I A PATIO COVER MAY BE SUPPORTED eN-A CONCRETE SLAB ON GRADE WITHOUT FOOTINGS, PROVIDED THE SLAB IS NO LESS THAN 3 1/2· 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 1 0 TABLE A USE: 1. DETERMINE ROOF SLOPE 2 SELECT RAFTER SPAN 3. SELECT RAFTER CENTER: TOCENTER SPACING 4 SELECT RAFTER SIZE RAFTER SIZE 2X4 ROOF RAFTER SPAN SPACING ROOF SLOPE C. TO C <4:12 12" 8'-0" 16" 7'-0" 24"90 ROOF SLOPE 2412 8'-6" 7'-6" JOIST MANGER OR SOLID BLOCKING NAIL RAFTER TO BLOCKING DETAIL "A" 17 13-0 13'-6" 2*61 16" 11.-60 12'·0'· 24"10·-0.10'-6" 12"17'-0"17'-6" 2X8 16 15'-67 16'-0 24"13'-6"14'-0" PATIO SIZE 28 x 10 POST SIZE 9 x 9 POST SPACING 11- HEADER SIZE 4xto RAFTER SPAN le RAFTER SIZE & SPACING 1-x 6 @iLY" oc ROOF PITCH 4 91 11- ROOFING MATERIAL SoO (- GRADE OF LUMBER: *D.F. NO. 1 4;] D.R NO.2 5 4 rev: 07/19/2011 TABLE B WSE: 1. SELECT SPAN OF AAFTER 2. SELECT POST SPACING 3. SELECT HEADER SIZE TABLEC USE: :1. SELECT SPAN OF:RAFTER 2. SELECT POST SPACING 3. SELECT FOOTING SIZE TABLE B SPAN OF |POST SPACING,/ HEADERS ZE - RAFIER 4*4 | 4x6 e | 00£<10 ) €Eir)5'-fr' 9'-0 11'46" 7Mb"D 12'-0- 5-6- 8'-6"11'-0"-1*=6 1426" 5'-0- 8-0 10'-6"15.0" 16'-0- - 7'-6'10'.0"12.00 18'-0- - 7-0-9-6,11'-6" TA 8 LE C SPANOF POST SPACINGV FOOTING SIZERAE]EB /----1-CafI:D>' 5'-6'715" sa. 9-0718" sc. 11'·6721"so.45'-0,24" sq. ) 12'-01'5'-6'716" sq. 8'.6·720".sq. 11'-0'/22" sq. 14'RjB-36. 14'-6" 5-0'716' sq. 8'-0'720" sq. 10'·6724" sq 13'-0726" sq. 16'-0"7-6'721" sq. 10'·0'724" sq 12'·0·727' sq. 18-0 7-0721" sq 9-6726" sq. 11'-6728" sq Page 1 012 /a JGALY.AMIZED 2 2.. 12·, 7 GAGE THICK 1 STEEL STRAP W/4-5/8·0 LAGS - APPROVED CAP 31/2'1 | I *it 434· POST MINIMUM 0 .1 9>4 -r;24 2--LD1- 459 2 4*x BEAM 1 / :42 BEAM -•-0 4·*4· KNEE 30 / BRACE 2 /A 12-112· 0 x 5·LONG LAGS,SCREWS 4 EACH'END 1(SEE DEIAll'E') ./1 L i ·16' KNEE BRACE: DETAIL "B"DETAIL "'B" ALTERNATE STANDOFF 1¤ < -1:'STAND-OFFISTAND·OFF 4 posT 0:118*SE - r 4'x BEAM 1 12' , I A 1'11 1/14-1 1 --ANCHOR I + +1 $ F Fl#rf,/ 34 f -T'-+ +3126-- + f fEMBEDI .00111/lifl'*f)- ':+f-- ANCHORS IN - · - 1 CONCRETE 1. .Ii.. .: 11110 g*N'CE+ TW/6-518' 9 LAGS w-·,· 7 -i Y·J_ _Ll .[. ...' .0.·1'· -.' ]!11' --4'x pOST GRADE \L/- -·/ 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 ON:E INCH (1') ABOVE SLAB. ROOF SHEATING SHALL BE: a. 12' PLYWOOD, CDX, 5 PLY EXTERIOR GLUE, WITH INDEX 32(16, T&G STRUCTURAL L 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 640" 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. 1. 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·x4· KNEE BRACE F 2- 172' 0 *5· LONG LAG SCREWS TT E- 4'x POST 141 DETAIL "E" b PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER: \ fo.3 8 s G eurL€R=6 -l L-(4/TA 7 41/0/ SIZMATURE6 1, Uy PRINT NAME DATE 6>92 292,22¥6-4-21 ? M rev: 07/19/2011 Page 2 01 2 1 CITY OF 1 ·,PLANNING " & BUILDINGi - A-i- jiGENCY Planning & Building Agency Building Safety 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 *MAL#95"*MM#EMA##ev#PER#Omjgwr#rem.W'Ma,#*&*/%%%&84*We##%&*403;at*ti£WaMMaEaN*FeEttlemj;¢id*g STD-02 CBC 2010 IMPORTANT NOTE TO PERMITAPPLICANT: Prior to expending time, money or effort in plan preparation, the applicant sholild 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 W 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" ! / 1 12 923 T '- 11' 12" MAX. JONTINUOUSiLEDGER FOR HEADEMSIZE 4- DETAIL "8 SEE TABLE"B 3=9 1 A i DETAIL "D"- RAFTER SPAN -' _2 -p POST SPAGING 11 EXISTING HOUSE WALL ···OVERHANG ,OVERALL LENGTH 4 . LQNG:SIDE MUST 8265% OPEN DETAIL "C" --1 SLOPE TODRAIN -- \ ,-21 13- 4.1.: 7 he 6" 6" MIN.MIN lilli /1111;Ellil FOOTING 12" BELOW GRADE SEE TABLE - - -"C" FOR SIZE n t, n 1/ \ .'1.1 7 ..1 J ) 2500 P..S.I. CONCRETE ' 1h-/ END VIEW SIDE VIEW - 3/8" 0 X 5" LONG:LAG SCREWS INTOSTUDS AT 16" O.C. FOOTINGS: CBC APPENDIX I. A PATIO COVER MAY BE SUPPORTED ON ACONCRETE SLAB ON GRADE WITHOUT FOOTINGS, PROVIDED ™E SLAB IS NO LESS THAN 31/2' THICK AND FURTHER PROVIDED THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADSIN All EXCESS OF 750 POUNDS PER COLUMN. - 2X CONTINUOUS LEDGER TA8LE A / %:X TABLE A USE:ROOF RAFTER SPAN 1 DETERMINE ROOF SLOPEE RAFTER SPACING ROOF SLOPE ROOF SLOPE 2. SELECT RAFTER SPAN SIZE C. TO C. <4:12 24:12 3. SELECT RAFTER CENTER 12' 8'-O 8'-6" TO CENTER SPACING 2X4 16"7'.0'7'-6" 4 SELECT RAFTER SIZE 1 24 6'-0"6'-6" 12" 13-0"13'26 2X6 16" 11'-6'12'-0"JOIST HANGER OR SOLID BLOCKING I 24"10'-0"10'-6 NAIL RAFTEA TO BLOCKING I 12"17-0'17'-6" 2X8 16"15'-6'16'-0" DETAIL "A"24"13'-6"14'-0" TABLE B PATIO SIZE 11® x 4 1/4 ' POST SIZE Y xE 14 '' POST SPACING +04- 9 1 Ati'¥1 . HEADER SIZE 9 X * RAFTER SPAN W (01 RAFTER SIZE & SPACING 2- x 4 01·8'D.C. ROOF PITCH 1 £441\2-- ROOFING MATERIALD ·teb-) 2-4-0 00 GRADE OF LUMBER: D D.R NO.1 .R NO.2 TABLE B USE:SPAN OF PO3T SPACING /HEADER S 7F 1. SELECT SPAN OF RAFKER RAFTER 4*4 4x6 4*8 4x10 2. SELECT POST SPACING 0-Th·-05 5'4· gwr· •11'-6"1 S'-0" 3. SELECT HEADER SIZE hz¥ 5-6· 5-6·11'-0"'14'-0, 14'-6"5'-0"8'-0"10'-6"13'-1 16'-0·' - 7-6 10'-0"12'-4 18'-0- - 7-0'9'-6"11'-6 TABLE C TABLE C USE:SPAN OF POST SPACING / FOOTING'SIZE 1. SELECT SPAN OF RAFTER RAEIER - 2. SELECT POST SPACING <101-09 5'-60715"so. 9'-0718" sa 61·-6921'·sq. 15'-0724"sa. 3. SELECT FOOTING SIZE 12·-0. 5'·6716" sq 8··6720" sq. 11'c39734. 14'-0,1/26" sq. 14'-6" 5'-0'716" sq 8'-0'720" sq. 10'-6·724",S 13'-0726' sq. 16'-0"7'-6721"isa. 10'-0724" sq 12'·0727" sq. 18'-0" -7-0721 ' sq. 946'726' sq. 11'-6/28" sq. rev: 07/19/2011 Page 1 of 2 0 . -IGALVANIZED 2 1/21< 12 ··< 7 GAGE THICK ISTEEL STRAP W/4-5/89 LAGS - APPROVE@lCAP *fi 4'x4"31/2 2%POST -- \4 U --45 '9- 5-8[ NAILS, / EACH END 4"x BEAM +7'- 4·*4· KNEE 4 BRACE· M 12-1,2'0 x 5'LONG LAGS SCREWS ,1 EACH END -- - 1(SEE DE'FAIL'E') . L 1 •*85 KNEE BRACE 4·x4" POST MINIMUM 2-41/ DETAIL "B"DETAIL "B" ALTERNATE STANOOFF 1 3 A ISTAND-OFF -1· STAND-OFF APOST / 18*SE-- 1 E 4-x BEAM4 12· *. 1 1 5 1121 / 8 - ANCHOR 1·.BOLT 6 71+ + I ++1 EMBEDI ANCHORS IMIL CONCRETE1 / 1 i \ 1 d»i DETAIL ' \M \r GALVANIZED12·x 12·x7 GAGEE T W/6-98· 0 LAGS - 4'x POST i \LL.>0111GRADEJ DETAIL "C" 'D" NOTES: ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BE NEW AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MARK. ALL CONSTRUCTION SHALLCONFORM TO THE CALIFORNIA BUILDING CODE CURRENTLY IN EFFECT. -444-KNEE BRACE 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:2-12 0 15· LONG LAG SCREWS 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 SlJPPORTED: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 15Q5.1) OF: a. WOOD SHAKES: 4/12 PITCH b. WOOD SHINGLES: 3/12 PITCH -49 POST c. BUILDUP ROOF SLOPE TO DRAIN (MINIMUM 1/4'7FT.) 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 DE OF THE LONGER WALLAND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST SIXTY- FIVE PERCENT OF THE AREA 8ELOW 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. ETAIL "E' PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIQ COVER 3 bm Q WL© .PRINT NAME - *CE- „72#=& rev: 07/19/2011 d / 2-/4 *TURE'/ SIG 1. £ 4 DATE 6 - 1 1 -1 4 Page 2 of 2 f 1 V '0 0.919 11-2%1 te CD i fz \, 31: >.111 - 61 43 S U 2 0,038 -311830 BNOZ COO iOOM @ 83IHEIVS 1.NVIuv<anc»V41\2090\' 0-OCO·'CONE GOD PLC a A L STRUCT1108816%100 I %4 0 L,1 a 5 gX E STR.TYPE #E EDITION 3Nu£ u... vo! 41 uo dell qeito Aue ate,u mMECHAN 0 E2'2 E 02 C 0 6134 LL-j 2% 2232 UB ne wit©:Nriandit is u Ins pe!11111 "W UW dll applut/di Ul lile VIU]dlfUll Ul c,iyof ANY City Ordinance or State Law. F G tuA 4 - 1 17-1 k.r nr"- - AMMT=4 ...-- NO a