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HomeMy WebLinkAbout10180187_4005 W. HAZARD - Plan (2)/*.-1, Planning & Building Agency Building Safety Division 20 Civic Center Plaza PATIO COVER FOR ONE ANDRO. Box 1988 (M-19) & BULDING (714) 647-5800PLANNINGSanta Ana, CA 92702 TWO FAMILY DWELLINGS AGENCY www.santa-ana.org CITY OF Bll,42312#27:REA}METLIWL#TE&$Fge®mivehmwaa....7;.BIma!,mimmEEE 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 81/2" 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 "An SEE ROOFING NOTE SPECIFY ROOFING & SHEATHING OR OPEN LATTICE - RAFTER SIZE & SPACING SEE TABLE "A" / 0 0 0 IKY C / - 11. 12 120 MAX.1 illillillill -\F\--/-1 . \CONTINUOUS LEDGER FOR HEADER SIZE SEE TABLE "80 -DETAIL "B" , / -1-I / iF-'DETAIL "D'- --/ RAFTER SAN -'12 102·POST SPACING QEXISTING | *| - 1 U.1HOUSE -'OVERHANG OVERALL LENGTH _, WALL 1 .0 LONG SIDE MUST BE 65% OPEN g DETAIL "C" SLOPE TO DRAIN --- 60 6" - MIN.MIN FOOTING 12'Co BELOW GRADE w - *- SEE TABLE -, - -'C" FOR SIZE n11 Ify 1 1.11..11111111-=1111 WI'll . 11,1 / 2500 P.S.1. CONCRETE 4.- .SIDE VIEW END 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. CONTINUOUS LEER JOIST HANGER OR SOLID BLOCKING IX NAIL RAFTER TO BLOCKING E- DETAIL "A" PATIO SIZE 4 4' 30 X Li# 1 311POST SIZE 4 POST SPACING 11100" HEADER SIZE 4 X /0 RAFTER SPAN 17-, RAFTER SIZE& SPACING 2 x 6 @ /6 ' O.C, ROOF PITCH 3-jil ROOFING MATERIAL TOCC#2.©Lt Uncil GRADE OF LUMBER: KA D.R NO.1 O DE 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 POSTSPACING 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 ROOF SLOPE ROOFSLOPE SIZE C. TO C.<4:12 2 4:12 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 POST SPACING /HEADFR 9 7F RAFTER 4x4 4x6 4x8 4x10 Into.5'-6"91-0.11'-6"15'-0° 12'-0'5'-60 8'-6.11'-0'14'-0° 14'-6'5'-0"8'-0.10'-6"13'-0" 16'-0' - 7-6"10'-0'12'-0" 18'-0- - 7-0"9'-6"11'-6' TABLE C SPAN OF POST SPACING / FOOTING SIZERAFTER 10'-0"5'-6715"so 9'-0718"sa. 11'-6721'sa. 15'-0724'sa. 12'-0"5'-6-/16° sq 8'-6720" sq 11'-0722"sq. 14'-0926°sq 14'-6"5'-0716"sq 8'-0720°so. 10'-6724'sci 13'-0726' sq 16'-0'7'-6'/21' sq 10'-0"/24" sc. 12'-0'727' sq 18'-0' -7'-0721 -sq 9'-6726" sq 11'-6728" sq Page 1 of 2 IGALV*liED 21/2 x 12°x 7 GAGE THICK 1 STEEL STRAP W/4-5/8'0 LAGS - APPROVED CAP - 44 31/2 1+1 4'x4' POST-- A >0 5-8D NAILS, EACH END45©K / /\ 4'x BEAM- 9// 4.X BEAM 4'x4' KNEE 9BRACE /k i l 12-1/2' 0 x 5' LONG LAGS SCREWS - 1"xe KNEE -it--/'ECEHDEAIL-'ED 4. 51'BRACE 1 .1 . I . 494' POST MINIMUM DETAIL "B"DETAIL "B" ALTERNATE 4 ISTAND-OFF -1' STAND-OFF STANDOFF 1»7 -APOST 62 -R>, 1.\271 /|BASE- 1 -- ANCHORM- |RL- M»A: BOLT - .Z/-EMBED k-_21*il[J/..'Mmel . :S-NG<. .:1495ANCHORS INCONCRETEI ·72*1.,41,."7 !3 ..· hilri . 9 %10 -i. i ,.·ise / 11-·f..14*50 ' GRADEJ -4 DETAIL "C" 12' A - 4'x BEAM \ IGALVANIZED 12%<12'x77 GAGE + IT W/6-98° 0 LAGS 4-- O POST' 31/2' DETAIL "D" NOTES: 1. ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BE NEW AND BEAR MANUFACTURER'S OR CERTIFIED AGENCY'S GRADE MARK.-4- 2. ALL CONSTRUCTION SHALL CONFORM TO THE CALIFORNIA BUILOING CODE CURRENTLY IN EFFECT. -444' KNEE BRACE3. 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:r 2-1/2' 0 x5" LONG LAG SCREWSa. 1/2°. PLYWOOD, CDX, 5 PLY EXTERIOR GLUE, WITH INDEX 32/16, T&G + 2' &/ STRUCTURAL I, WITH 10 d AT 6¤ O/C AT SUPPORTED ENDS, AND12° O/C ALONG .1.-14 INTERMEDIATE FRAMING MEMBERS, OR -e-0- b. 1' BOARD SPAN 32"; 2' SOLID T&G SPAN 8'-0°; 2%2' SELF-SPACED SPAN 6'-0*.7-T 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 F 4'x POSTc. BUILT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4./FT.) d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH k MANUFACTURER'S INSTRUCTIONS. 8. MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET. 1 9. PATIO COVER SHALL BE·USEp ONLY FOR RECREATIONAL OUTDOOR LIVING1 PURPOSE AND NOTAS CARPORT, GARAGE, STORAGE ROOM OR HABITABLE ROOM. - 10. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA DETAIL "E"OF THE LONGER WALLAND ONE ADDITIONAL WALL IS EQUAL TO AT LEAST SIXTY- 1- FIVE PERCENT·OF THE AREA BELOW A MINIMUM-OF 6'-8' OF EACH WALL,MEASURED FROM THE FLOOR. 1 11. OPENINGS MAYBE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS REAbILY REMOVABLE, TRANSLUCENT, OR TRANSPARENT PLASTIC NOT MORE THAN 1/8 INCH IN THICKNESS. Fl 12. EMERGENCY EGRESS OR RESCUE WINDOWS FROM SLEEPING ROOMS MAY OPENINTO AN AREA OF AN UNENCLOSED PATIO COVER.f@ 13. PAT1O COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES. l= - PERSON RESPONSIBLE FOR DESIGN AND CONSTF} 22 ULW arR b L 106*0*/U SCH PRINT NAME rev: 07/19/2011 Page 2 of 2 TION OF PATIO COVER: SIGNATURE/ M //DATE ou) k.kt EANG.A C.-HAu4005 U. AZ- A-EA AVEGA N TA A /u A , 6,1 91 70 3 J- toc f: sadly to scale) 0 0 1%5S 00 V (b' 0,o 1 113,1 5,l- A 1 CE) Moo C6 i f 7-Achir POROA ,-| _ A &12 4 h,- 1 0 00,1 aP. ROWE:r. PLANNING DVISM) G ACAAEM\STER I.D. 2.0 13 -* ll P #03 (m) Dive EAY , TlANSFERRED BY . DATE PL#ANNING INSPECTION REQUIRED: ROUGH FINAL NONE NAME (714) - RdTAIN PLANS FOR FUTURE REVISIONS. SUBJECT TO ITEMS CHECKED AND CONDITIONS 3#LOW: K n Jr 4>i 1 O INTERIOR TI ONLY -1-KETifilkiGEki i ERA i idiE/NiUMACATIONS - 9 ALL MATERIALS TO Fc)-i//SH#U#6/TW"021) gilrO SCREENING n 1-U:*AL•p I O SUBMIT LANDSCAPE PLANS ·nITIONS' fgito Collf r \l bi ) l3DATE 0017 l J1 2400 9 10 1 30 L 8-9 P§. 0 0Z Z CO UJ U.1 Iii E BLOC ELECT PLBGMECH GRADING NT BARRIER ROOF YES NOON SBA (038 2111830 3NOZ C CEZEZZLEEETR. TYPE_________________ EDITION D ZONE_______-_________ ' Vyll*333 73(] 1¥1.LN31