ts SL oss<\/p>\n
30 \u2014<\/p>\n
HIGH Wall<\/p>\n
EXIST TYP LEDGER BOX<\/p>\n
=<\/p>\n
ARAPET WALL LINE<\/p>\n
WIG |<\/p>\n
DOWNSPOUT<\/p>\n
DEN<\/p>\n
PROPOSED ADDITIONAL<\/p>\n
WALKWAY<\/p>\n
BUILT UP ROOF<\/p>\n
Ns<\/p>\n
COVER<\/p>\n
G | GRAVEL STOP<\/p>\n
cy Yo<\/p>\n
1\/2 PLYWD SHTG<\/p>\n
\u2014-<\/p>\n
T]<\/p>\n
o_o =<\/p>\n
x<\/p>\n
ENTRY<\/p>\n
A<\/p>\n
AN<\/p>\n
SLOPE<\/p>\n
\u00abSLOPE 1\/812<\/p>\n
Id<\/p>\n
\u2014<\/p>\n
Hy<\/p>\n
REMOVE EXIST<\/p>\n
(exist 2×10<\/p>\n
4 PROPOSED 2×10<\/p>\n
LEDGER ><\/p>\n
Gl<\/p>\n
2×12 FASCIA<\/p>\n
EXIST BLKG<\/p>\n
ee<\/p>\n
le\u2014 EXIST DBL 2×10<\/p>\n
)<\/p>\n
AN<\/p>\n
fi<\/p>\n
LIV RM<\/p>\n
|<\/p>\n
\u2014<\/p>\n
=<\/p>\n
T amend]<\/p>\n
Q<\/p>\n
\/ABUILT-IN GUTTER<\/p>\n
I’s<\/p>\n
NPROPOSED COVER ey |<\/p>\n
J<\/p>\n
L\/ NO SCALE<\/p>\n
Rong<\/p>\n
PATIO SLAB<\/p>\n
ENTRY DOOR<\/p>\n
GRADE<\/p>\n
EXIST PATIO WALL<\/p>\n
A<\/p>\n
SIDE ELEVATION<\/p>\n
2×8 STUD WALL<\/p>\n
\u2122 CONC PATIO<\/p>\n
SCALE<\/p>\n
v4 =1-0″<\/p>\n
30 HIGH WALLY<\/p>\n
– FS mm me<\/p>\n
LINE<\/p>\n
\u2014BUILT UP ROOF<\/p>\n
PPOPOSED ADDITION<\/p>\n
BUILT-IN<\/p>\n
4-0″<\/p>\n
EXIST 2×4 TRUSSES<\/p>\n
TO EXISTING COVER<\/p>\n
GUTTER SEE 1]<\/p>\n
ELEVS FOR<\/p>\n
EXIST EXT STUCCO<\/p>\n
DOWNSFOUT INF<\/p>\n
PLANTER<\/p>\n
2×6 BLKG<\/p>\n
sroweLEo =<\/p>\n
_<\/p>\n
[ [J [LT 7 777 777<\/p>\n
~~<\/p>\n
SAW CUT<\/p>\n
SLUMPBLOCK FATIO WALL<\/p>\n
RE-STUCCO ~<\/p>\n
ee ez<\/p>\n
FLOOR PLAN _<\/p>\n
SCALE<\/p>\n
1\/4-10<\/p>\n
FASTENER \u2014\u2014 ___<\/p>\n
\u2014<\/p>\n
pe<\/p>\n
NT )<\/p>\n
\u2014<\/p>\n
26 GA. Gl Z FLASHING<\/p>\n
rr<\/p>\n
re]<\/p>\n
WN<\/p>\n
WN<\/p>\n
a<\/p>\n
BUILT Lp rooF To BE 46 Rllouls per 100 <0 PT<\/p>\n
4 MIN<\/p>\n
coNper TPE 1 1<\/p>\n
\u00bb<\/p>\n
{ larer) 25 Ibe<\/p>\n
cravel (41 7Y) pet P lees<\/p>\n
1×1 CANT STRIP<\/p>\n
Pr TYPE A<\/p>\n
MOP 45)<\/p>\n
{<\/p>\n
LAYERS) – 2% Ibo<\/p>\n
ae |<\/p>\n
40 log<\/p>\n
(SLMPBLOCK PATIO WALLS<\/p>\n
RN<\/p>\n
&<\/p>\n
or Mop 46<\/p>\n
AT Renn<\/p>\n
Zl<\/p>\n
re 4lac 225 be<\/p>\n
V2 PLY STG<\/p>\n
\u2014<\/p>\n
SERS<\/p>\n
N<\/p>\n
Bi \u2014<\/p>\n
Le<\/p>\n
2×10 LEDGER \u2014\u2014\u2014\u2014\u00bb~<\/p>\n
FRONT ELEVATION<\/p>\n
SCALE<\/p>\n
1\/47-1 0<\/p>\n
~<\/p>\n
NEW METAL LATHE F STUCCO =<\/p>\n
DBL 2×4 TOP PLATE<\/p>\n
2×4 STUD WALL<\/p>\n
{<\/p>\n
[a FLASHING @ ROOF<\/p>\n
Z\/ SCALE<\/p>\n
1192″=1 0<\/p>\n
~~ EXISTING COVER \u2014\u2014\u2014\u2014<\/p>\n
EXIST DBL 2×10<\/p>\n
REMOVE EXIST 2×12 |<\/p>\n
1 DIMENSIONS HAVE PREFERENCE OVER SCALE<\/p>\n
FASCIA<\/p>\n
2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS @<\/p>\n
EACH JOB SITE<\/p>\n
UNIVERSAL JOIST<\/p>\n
|<\/p>\n
nEEN<\/p>\n
3 ALL HORIZONTAL FRAMING MEMBERS SHALL BE CONST GRADE<\/p>\n
HANGER<\/p>\n
DF<\/p>\n
\u2014<\/p>\n
\u2014<\/p>\n
CANOPY ADDITION FOR<\/p>\n
2×10 JOIST @ 16″0c\u00a2<\/p>\n
4 1\/2 PLY ROOF SHTG W\/ 8d NAILS @ 6\u201d”oc FOR EDGES \u00a2 8d<\/p>\n
2×10 \u00ae EACH END<\/p>\n
NAILS @ 12 oc FOR INTERMEDIATE BEARINGS<\/p>\n
PS O8 UNITSAD EH<\/p>\n
S ALL PHASES OF CONST SHALL COMPLY W\/ THE CURRENT ED OF<\/p>\n
PQ 12 UNITS NQ, RU<\/p>\n
2×10 BLOCKING<\/p>\n
THE UBC AND\/OR LTATE ft LOCAL CODES<\/p>\n
EACH END AND<\/p>\n
6 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS REQD<\/p>\n
LEISURE WORLD<\/p>\n
MIDWAY<\/p>\n
S\u2014<\/p>\n
BY THE LEISURE WORLD FOUNDATION AND THE ORANGE COUNTY<\/p>\n
STANDARD PLAN<\/p>\n
71<\/p>\n
DEPT OF BUILDING<\/p>\n
\u00a2 SAFETY<\/p>\n
NUMBER<\/p>\n
71<\/p>\n
2X10 \u2014<\/p>\n
7 UPON COMPLETION OF THE JOB, THE CONTRACTOR SHALL<\/p>\n
REMOVE ALL DEBRIS AND EXCESS MATERIALS AND LEAVE<\/p>\n
PCM<\/p>\n
INC<\/p>\n
380 46tl6<\/p>\n
ALL AREAS OF WORK BROOM CLEAN<\/p>\n
POBOX 2220 LAGUNA HILLS CA<\/p>\n
2×1 FASCIA A<\/p>\n
ROOF<\/p>\n
FRAMING PLAN<\/p>\n
SCALE<\/p>\n
1\/2 =1-0\u00b0<\/p>\n
PROFESSIONAL COMMUNITY MG<\/p>\n
APPROVED<\/p>\n
DRAWN<\/p>\n
4-21-09 RFA<\/p>\n
REVISED 8 12 70 BFW<\/p>\n
REDRAWN 1 23 89 C GUIDRY<\/p>\n
\u2014<\/p>\n
\u2014-<\/p>\n
\u2014<\/p>\n","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17607","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3309,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\n