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Home My WebLink About10179436_2030 S. PACIFIC - PlanPLANNING & BUILDING i .ir/·rli 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 STD-02 CBC 2010 IMPORTANT NOTE TO PERMIT APPLICANT: Prior to expending time, money or effort in plan preparation, the applicant should contactlhe 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). SEE ROOFING NOTE SPECIFY ROOFING & SHEATHING OR OPEN LATTICE DETAIL / 1 - RAFTER SIZE & SPACING SEE TABLE "A" 12 0 0 0 12' MAX. CONTINUOUS LEDGER FOR HEADER SIZE SEE TABLE 'B',V , / / a UZ'L„1··-> -- - LU RAFTER SPAN -' _ -'0 POST SPACING A 1 1- 1 EXISTING. i HOUSE - ' WALL OVERHANG OVERALLLENGTH 1 A LONG SIDE MUST BE 65% OPEN DETAIL "C" SLOPE TO DRAIN - A--1.0 60 6- MIN.MIN --- -- / n FOOTING 12' 6 BELOW GRADE b SEE TABLE - -'C" FOR SIZE n11It 21 -1! .. IllIR 11"E 12:Z 2500 P.S.I. CONCRETE -- _ . ' END VIEW SIDE 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 THAT THE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN AN EXCESS OF 750 POUNDS PER COLUMN. r /- 2X CONTINUOUS LEDGER TABLE A 4 TABLE A USE: 1. DETERMINE ROOF SLOPE 2. SELECT RAFTER SPAN 3. SELECT RAFTER CENTER TO CENTER SPACING 4. SELECT RAFTER SIZE RAFTER SIZE 2X4 ROOF RAFTER SPAN SPACING ROOF SLOPE C. TO C.<4:12 12.8'-0' 160 7'-0° 24'6'-00 ROOFSLOPE 24:12 8'-6" 7'-6 ' 6'-6 " 12'13'-0°13'-6" 2X6 16"11'-6°12-0°JOIST HANGER OR SOLID BLOCKING , 24°10'-o·10'-6"NAIL RAFTER TO BLOCKING E--12°17'-0"17-6° 2X8 16"15'-6'16'-0DETAIL "A"24°13'-6*14'-0- TABLE B PATIO SIZE (4 x 13 L (2\TABLE B USE:SPAN OF POST SPACING /HEADER S 7F 1. SELECT SPAN OF RAFTER RAFTER 4x4 4x6 4x8 4x10POST SIZE M XM 3. SELECT HEADER SIZE 12'-0" 5'-6' 8'-6"14'-0° 2. SELECT POST SPACING 10'-0'50-6.9,-0„11'-6-150-0" POST SPACING 11'-0° 14'-60 5'-00 8'-0"10'-6°13'-0'HEADER SIZE 4 34 62\16'-0" - 7-6"10'-0-12'-OnRAFTER SPAN 18'-00 - 7-0"9'-6"11'-6 ' RAFTER SIZE 4 TABLE C& SPACING Lx 1,2 09& o.c.TABLE C USE:SPAN OF ROOF PITCH 1 -1 1 1. SELECT SPAN OF RAFTER RAFTER POST SPACING / FOOTING SIZE ROOFING MATERIAL AUL.1-, Pol-4 2. SELECT POST SPACING 10'.0•5'-6715'so 9'-0718' so 11'-6721 " so. 15'-0724° sa. GRADE OF LUMBER: O DE NO.1 3. SELECT FOOTING SIZE 12'-0"5'-6716° so. 8'-6720" sq. 11'-0722° sq. 14'-0.726° sq 14'-6 5'-0716- sq 8'-0720" sq 10'-6'724' sa 13'-0"/26' sa>6.F. NO.2 16'-0' -7'-6721" sq 10'-0724" sq. 12'-0'727" sq 18'-0'7'-0'/21" sq 9'-6726" sq. 11'-6728" sq rev: 07/19/2011 Page 1 of 2 142 -7 N _IGALVANIZED 212.x 12'x 7 GAGE THICK STEEL STRAP W/4-5/8'0 LAGS APPROVED CAP 31/2' 2'-0' 1 1+1 4'x4' POST-- 5-8D NAILS, EACH END 4'x BEAM 4'x BEAM - 444' KNEE b BRACE N /k 12-1/2' 0 x 5' LONG LAGS SCREWS L- 1'*6' KNEE 11 EACH END BRACE 1(SEE DETAIL 'E') 42 4'*4' POST MINIMUM DETAIL "B"DETAIL "B" ALTERNATE 12' 31/2' E- 4'x BEAM ISTAND-OFF -1' STAND-OFF STANDOFF 1'191 /1:R« lei| -ANCHOR-7 ?41@,- M--,L BOLT · . .481 354'·t \ EMBED I .-**ii' 1,-iilit-f ...rl '7 40 ANCHORS IN E---- · 2\ CONCRETE |...lill id 'r·:.]14· -2 @- GRADEJ DETAIL "C" \ IGALVANIZED 12'x12'x7 GAGE+ T W/6-5/8' 0 LAGS - 4'x POST . 4- DETAIL "D" NOTES: 1. ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING, ETC. SHALL BE NEW 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/CAT SUPPORTED ENDS, ANC)12° O/C ALONG INTERMEDIATE FRAMING MEMBERS, OR b. 1" BOARD SPAN 32°; 2' SOLID T&G SPAN 8'-0°; 2%2' SELF-SPACED SPAN 6'-0" 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 c. BUILT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4'/FT.) d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8. MAXIMUM HEIGHT FOR A PATIO COVER IS TWELVE FEET. 9. PATIO COVER SHALL BE USED ONLY FOR RECREATIONAL OUTDOOR LIVING PURPOSE AND NOT AS 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 EQUAL TO AT LEAST SIXTY- FIVE PERCENT'OF THE AREA BELOW A MINIMUM OF 6'-8' OF EACH WALL, MEASURED FROM THE FLOOR. 11. OPENINGS MAY BE ENCLOSED WITH INSECT SCREENING OR PLASTIC THAT IS REAbILY 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 OFAN UNENCLOSED PATIO COVER. 13. PAnO COVER MUST BE AT LEAST 5 FEET FROM PROPERTY LINES. - 444' KNEE BRACE r 2-1/2' 0 x5" LONG LAG SCREWS 1-T E- 4'x POST DETAIL "E" . 1 1 , i. -J -21PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF 71510 COVER: MA 'a44€- P. V€91€,t 883/1.5 1A»Da Mt,k .12 1 DATE l ,PI}INT NAME S Page 2 of 2 -F APPROVED PLANNING DIVISION MASTER I.D.20\ 3 - l 09 3 & 0 G.P.UL Zone PLANNER A--Lt p DATE 3118b 8 i l TRANSFERRED BY DAT€ roPalLt C / ME 'LANNI:., 3 .:·+SPECTION REQU;RED:le OUGH FINAL 'd920 - 9 n 1 (714) « RETAIM PLA?!f -OF :;.ffURE REVISIONS. ' DUB-JEC'* 7(5'- ..HECKED AND CONDITIONS ,:7 3 n, 24- , 4/1- 9 jiNTER©09 - s0. NCI 277' - . --:DNSMOD,IFICATIONS = c 20's "' I I...--Il DJ U ALL. 1- .2· i i t..: H El.1 ti i ING - rl 4-: r-r' -..:0 01 6AA-A 61 O Sus: 29 1..:-...,> .42Ns y -.4- --1 1 - - *Skr 5- -- , , --WIii -/. 1 2 l Z'I 0 1 1 F -cees£.5 1 - .... Al IN €-¥ (14-1*J Cr Of 141- 23 2 l.--3 S j *J CLE FAr'A IL-w tsr-!.0. 0,4 !- 9/49 1.JL€ \5/%- L f- if' /0 r fil @kk 95/3" \7 2-030 9 0, .AM r 1 3-/ 3> 20 30 3 11- 6 44 c k41 9 436 PERMIT TYPE:BLDG ELECT Pi MECH GRADING PERMIT#_ - OCC. GROUP - CONSTR. TYPE--- , CODE EDITION_. - FLOOD ZONE FLOOD ZONE CERTE REQ'D YES NO I . ILM YES NO - 7 498!ER @ ROOF YES NO · EV• FEE YES NO ! A,;!CROP YES NO ,. 6,%.