\/1<\/p>\n
7<\/p>\n
i<\/p>\n
LIVING ROOM<\/p>\n
205×162<\/p>\n
ROOF<\/p>\n
EXISTING<\/p>\n
\u2014><\/p>\n
FIREPLACE<\/p>\n
A<\/p>\n
l<\/p>\n
I<\/p>\n
DINING ROOM<\/p>\n
et<\/p>\n
|<\/p>\n
p\u2014\u2014<\/p>\n
NOTES<\/p>\n
24<\/p>\n
1010<\/p>\n
| DIMENSIONS HAVE PREFERENCE OVER<\/p>\n
\/ oe |<\/p>\n
SCALE<\/p>\n
2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS<\/p>\n
-y<\/p>\n
ne<\/p>\n
–<\/p>\n
\u00a2 CONDITIONS @ EACH JOB SITE<\/p>\n
Tl<\/p>\n
oy<\/p>\n
3 ALL PHASES OF CONSTRUCTION SHALL<\/p>\n
COMPLY W\/CURRENT EDOF U B C AND\/OR<\/p>\n
0<\/p>\n
=<\/p>\n
STATE AND LOCAL CODES<\/p>\n
~\u2014 ROOF LINE<\/p>\n
4 CONTRACTOR SHALL SECLORE = PAY FOR<\/p>\n
LAB<\/p>\n
ALL PERMITS REQD BY THE \u00a9 \u00a2 DEPT OF<\/p>\n
TT em \u2014 \u2014 \u2014\u2014_\u2014 \u2014 em \u2014<\/p>\n
BLDG = SAFETY AND BY PC M INC<\/p>\n
_ \u2014 \u2014_\u2014\u2014.\u2014 \u2014 \u2014\u2014 re \u2014 \u2014<\/p>\n
==h GUTTER 4 DOWNS POUT<\/p>\n
5 UPON COMPLETION CONTRACTOR SHALL<\/p>\n
REMOVE ALL DEBRIS & EXCESS MATL<\/p>\n
PROPOSED<\/p>\n
AND LEAVE ALL WORK AREAS BROOM CLEAN<\/p>\n
ALUM<\/p>\n
di<\/p>\n
PATIO COVER<\/p>\n
23 3 MAX<\/p>\n
6 PATIO COVER SOPPORTING MEMBERS<\/p>\n
GUTTER AND DOWNSPOUT SHALL. RE<\/p>\n
PARTIAL FLOOR PLAN<\/p>\n
ALUMINUM W\/ BAKED ENAMEL FINISH<\/p>\n
SCALE 4-10<\/p>\n
7 PATIO COVER MFGR SHALL FURNISH BLDG<\/p>\n
OFFICIALS W[ CALLS & SHOP DRAWINGS<\/p>\n
SIGNED BY A CIVil. OR STRUCTURAL ENGR<\/p>\n
LICENCED IN CALIF CALCS SHOOLD<\/p>\n
CONSIDER BOTH VERTICAL LOADING<\/p>\n
25 9<\/p>\n
AND LATERAL RESISTANCE<\/p>\n
8 CONCRETE TO BE 2000 PS I @28 DAYS<\/p>\n
EXISTING<\/p>\n
EXISTING<\/p>\n
248 FASCIA<\/p>\n
VARIES<\/p>\n
e226 ha!<\/p>\n
\u2014\u00bb}15 -\u2014<\/p>\n
=<\/p>\n
4+ =<\/p>\n
GUTTER \u00a3<\/p>\n
_\u2014<\/p>\n
[IIHT<\/p>\n
DOWNSPOUT<\/p>\n
EE<\/p>\n
7<\/p>\n
\u2014_<\/p>\n
BUILT – Ng<\/p>\n
: Si POUT<\/p>\n
> 224 STUDS<\/p>\n
@I16″ocC<\/p>\n
\/<\/p>\n
4<\/p>\n
7<\/p>\n
4<\/p>\n
F<\/p>\n
(70-4324)<\/p>\n
FG<\/p>\n
TEMP<\/p>\n
FG<\/p>\n
POSTIVE<\/p>\n
ALUMINUM PATIO (OVER – REAR<\/p>\n
TEMP<\/p>\n
TEMP<\/p>\n
=<\/p>\n
GLASS<\/p>\n
CONNECTIONS<\/p>\n
L<\/p>\n
YILLA TERRAZA & COLUMBIA<\/p>\n
AS PER MFGRS<\/p>\n
a<\/p>\n
4<\/p>\n
4<\/p>\n
SPECS<\/p>\n
(PL C-I0\u00a2 C-10R)<\/p>\n
7<\/p>\n
In<\/p>\n
I<\/p>\n
LEISURE WORLP<\/p>\n
STANDARD PLAN<\/p>\n
T=]<\/p>\n
LE 1<\/p>\n
=| I=<\/p>\n
oy<\/p>\n
= hia<\/p>\n
Lf<\/p>\n
N=<\/p>\n
[EN]<\/p>\n
NUMBER<\/p>\n
149<\/p>\n
149<\/p>\n
4 CONC SLAB<\/p>\n
We<\/p>\n
12X12<\/p>\n
EXISTING<\/p>\n
13 MAX\u2014\u2014\u2014\u2014\u2014<\/p>\n
PCM<\/p>\n
INC<\/p>\n
74<\/p>\n
ored-<\/p>\n
74<\/p>\n
\u2014te\u2014\u2014\u2014\u2014 7 4 I<\/p>\n
FOOTINGS<\/p>\n
DRAWN BY CHRIS MANGELS<\/p>\n
APPROVED<\/p>\n
PARTIAL REAR ELEVATION<\/p>\n
SEC<\/p>\n
ION A<\/p>\n
PCM INC<\/p>\n
380-4616<\/p>\n
SCALE<\/p>\n
\u2014<\/p>\n
10<\/p>\n
PO BOX 2220<\/p>\n
<\n\nSCALE 5-10\n\nLAGUNA HILLS cA\n\nDRAWN NOV 26\n\n1973 TBW\n\nREDRAWN MAY 2.0 i986\n\n<\/p>\n","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17506","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3157,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\n