HomeMy WebLinkAbout10180082_1109 N. WRIGHT - PlanPlanning & Building Agency
Building Safety Division
20 Civic Center Plaza PATIO COVER FOR ONE ANDRO. Box 1988 (M-19)PL.ANNING Santa Ana, CA 92702 TWO FAMILY DWELLINGS& BUILDING (714) 647-58004 AGENCY www.santa-ana.org
CITY OF 1 il l 1
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 withinC faa* -f 4 -r--ar·hi lina)
SEE ROOFING NOTE
SPECIFY ROOFING & SHEATHING OR OPEN LATTICE- RAFTER SIZE & SPACING
SEE TABLE "A"
DETAIL /
111
m 12 0 0 0
fulCONTINUOUS LEDGER j=ZI-zi
FOR HEADER SIZE # DETAIL 'B" i /SEE TABL 'B' ,ilf "Dusk* -- -0
liu
12'
MAX.RAFTER SPAN 'POST SPACING
1-1
EXISTING
HOUSE -
WALL
OVERHANG OVERALL LENGTH
1 &
LONG SIDE MUST BE 65% OPEN
DETAIL "C" -
SLOPE TO DRAIN -
h /-1.1
' n
6" r
MIN.MIN
/ n
FOOTING 12"00
BELOW GRADE a
SEE TABLE
--'C' FOR SIZE
n v
. 1 1' 21 1 '1 i .. illis liN-=11'14 - U 3
1 i :.Ii:.1 / i2500 P.S.1. CONCRETE -->FIE-3 / *SIDE VIEW
END VIEW
F-- 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 3 1/2'THICK AND
FURTHER PROVIDED THATTHE COLUMNS DO NOT SUPPORT LIVE AND DEAD LOADS IN
AN EXCESS OF 750 POUNDS PER COLUMN.
g-- 2X CONTINUOUS LEDGER TABLE A
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 Rt FTER SPAN
SPACING ROOF SLOPE ROOFSLOPE
C. TO C.<4:12 24:12
12'8'-0'8'-6°
16°7'-0"7'-6°
24'6'-0°60-6 "
2X6· JOIST HANGER OR SOLID BLOCKING I
NAIL RAFTER TO BLOCKING -
2X8
DETAIL "A"
12"13'-0'13'-6"
16"11'-6'12'-0'
24'10'-0"10'-6.
12°17-0'17'-6"
16"15'-6°16'-0"
24"13'-6"14'-0'
SIZE
31ZE
BPACIN fly 4
-R SIZE 4-
D ODAKI
xy O l.:O.C.
£ A-i'L
/34/Lt-Up'*oop
ND.F. NO.1
[] D.R NO.2
TABLE B USE:SPAN
1. SELECT SPAN OF RAFTER RAFT
2. SELECT POST SPACING 10'-
3. SELECT HEADER SIZE 12'-
14'-
16'-
. 18'-
TABLE C USE:SPAN
1. SELECT SPAN OF RAP-TEA RAFTE
2. SELECT POST SPACING 10'-0
3. SELECT FOOTING SIZE 12'-0
14'-6
1629
34
TABLE B
OF PO 3T SPACING /MBADERS 7E
ER 4x4 4](6 1 4*8 j 4x10
0' 5'4"9'-0" •--fr-6'15'-0"
0' 5'-6- 8'-6 11'-0°14'-0'
6" 5'-0'8'-0"10'-6'13'-0'
0 - 70-6"10'-0",12'-0.
0" - 70-0" - .956"11'-6°
TABLE C
OF
POST SPACING / FOOTING SIZEER
" 5'-6"/15" sq. 900'718"so fl'-6721 ' sa. 15'-0724° sa
° 5'-6716°sq 8'-6720'sq. 11'-0'722' sq. 14'-0726'so.
' 5'-00/16" sq 8'-0720° sq. 10'-6'724" sq 13'-0726" so.
7,-6721 b sq. 106042 .12'-0727' sq.
7'-0721° sq. 9f6°/26 11'-6'728° sq
'1611 O Page 1 of 2 ,
[
IGALVANIZED 212'x 12'x 7 GAGE THICK
STEEL STRAP W/4-5/8'0 LAGS - APPROVED CAP
, I '-1-,
31/2"
4'14'
POST--- 5-80 NAILS,
EACH END451 / 14'x BEAM
- y// / 9.X BEAM
/ -0- 4'x4' KNEE
BRACE2' -0 72
1 I2-1/2' 0 x 5' LONG LAGS SCREWS 1"x6' KNEE
/ 0···|EACH END BRACE
= - -di- 1(SEE DETAIL 'E')
, p
4-1 454'POST MINIMUM
/h
DETAIL "B"DETAIL "B" ALTERNATE
STANDOFF 1 Ch
ISTAND-OFF -1 ' STAND-OFF
APOST/ IBASE- fEDI
12'
EMBEDI
ANCHORS IN k
CONCRETE I
•1 1 U I.
_*-ANCHOR L --r ii i ++1
-29
BOLT
31/2'
39·iir
\ IGALVANIZED
LH 12'x12'x7 GAGE
IT W/6-98' 0 LAGS
- 44 POST
DETAIL "C"-4.--
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/CAT SUPPORTED ENDS, AND12° O/C ALONG
INTERMEDIATE FRAMING MEMBERS, OR
b. 17 BOARD SPAN 32°; 2' SOLID T&G SPAN 8'-0°; 25<2° 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. BUICT-UP ROOF SLOPE TO DRAIN (MINIMUM 1/4"/FT.)
d. CLAY AND CONCRETE ROOF TILES INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
MAXIMUM HEIGHT FORA 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.
1. ENCLOSURE WALLS MAY HAVE ANY CONFIGURATION, PROVIDED THE OPEN AREA
OF THE LONGER WALLAND ONE ADDITIONAL WALL IS EQUALTO AT LEAST SIXTY-
FIVE PERCENT·QF THE AREA BELOW A MINIMUM'OF 6'-8" OF EACH WALL,
MEASURED FROM THE FLOOR.
. OPENINGS MAY BE ENCLOSED WITH INSECTSCREENING OR PLASTIC THAT IS
REAbILY 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-
- 44*4' KNEE BRACE
l
r 2-1/2' 0 x5" LONG LAG SCREWS
-0-0-
1-1-
E- 4'x POST
-4--
DETAIL "E"
0
PERSON RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF PATIO COVER:
Leone / CA_-ms
PRINT NAME
1-tone' C discts
SIGNATURE
10 )22)13
DATE
rev: 07/19/2011 1•Page 2 of 2
/ED-- ---12 22:-IX
PLANNING DIVISION
MASTER I.D. REE -20/3 - /356 -ADD i
G.P.1 0 --7 -one ki-1 f
Ay#L
PLANNE -OIL DATE // -7 -/ 3
1 191\09 kl·\Ur* 3-1
-SQ414 4,14 CA, 9 2 70/
Le.ne C CQ,q.s
TRANSFERRED BY DATE-.--.-------1
PLANNING INSPECTION REQUIRED: :ROUGH | FINAL NONEL--
NAME L; (744) -----L.
RETAIN PLANS FOR FUTURE REVISiONS.SUBJECT TO ITEMS CHECKED AND CONDITIONS
BELOW:
O INTERIOR TI ONLY
f ADDITION OF REA,2 14370 COVER
O ;NO EXTER}GR ALTERATIONS/MODIFICATiONSO ALL MATERiALS TO MATCH EXiSTING
O SCREENING REQUIREDO SUBM;T lANDSCAPE PLANS
OND1TIONS: - - -- ,
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