\u2122 ~ ~OPTIONAL<\/p>\n
\u2014-<\/p>\n
FIREPLACE<\/p>\n
|<\/p>\n
\u4e00\u4e2a<\/p>\n
GUTTERE DOWNSPOUT<\/p>\n
hg<\/p>\n
NEW FASCIA NOT REQD<\/p>\n
20 MAX<\/p>\n
3 SLOPE<\/p>\n
1<\/p>\n
TT<\/p>\n
vy I<\/p>\n
\/<\/p>\n
y<\/p>\n
v<\/p>\n
4<\/p>\n
2×4 STUDS<\/p>\n
f<\/p>\n
4<\/p>\n
4<\/p>\n
ee oc | –<\/p>\n
POSITIVE CONNECTION<\/p>\n
~~<\/p>\n
AS PER MFRS SPECS<\/p>\n
0<\/p>\n
\u4e00\u4e2a<\/p>\n
7<\/p>\n
\/<\/p>\n
y<\/p>\n
4<\/p>\n
!<\/p>\n
v \/<\/p>\n
\u6211<\/p>\n
Ia<\/p>\n
\u2014n<\/p>\n
iE<\/p>\n
=I]<\/p>\n
=!<\/p>\n
fll<\/p>\n
\u201c=i<\/p>\n
I | B=<\/p>\n
Li]<\/p>\n
HRA 4 cone SLAB<\/p>\n
al) 13<\/p>\n
=_2|<\/p>\n
=<\/p>\n
Zl<\/p>\n
4<\/p>\n
JE] Al<\/p>\n
EE<\/p>\n
= 2<\/p>\n
W\/12 s@ FOOTINGS<\/p>\n
zl<\/p>\n
| F<\/p>\n
=<\/p>\n
(=<\/p>\n
=z<\/p>\n
\u4e00\u4e2a<\/p>\n
10-0 MAX<\/p>\n
9-6<\/p>\n
96<\/p>\n
2 6<\/p>\n
REAR ELEVATION<\/p>\n
SECTION A<\/p>\n
SCALE<\/p>\n
3 =<\/p>\n
\u2014_\u2014<\/p>\n
1O<\/p>\n
SCALE + 10<\/p>\n
NOTES<\/p>\n
\/<\/p>\n
DIMENSIONS HAVE PREF ERANCE OVER SCALE<\/p>\n
2<\/p>\n
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND<\/p>\n
DIMENSIONS AT EACH JOB SITE<\/p>\n
Tl<\/p>\n
7<\/p>\n
4<\/p>\n
\u6211<\/p>\n
3<\/p>\n
ALL PHASES OF CONSTRUCTION SHALL \u00a2cOMPLY<\/p>\n
LIVING ROOM<\/p>\n
MASTER BEDROOM<\/p>\n
DRE<\/p>\n
l<\/p>\n
WITH CURRENT ED OF THE UBC AND\/OR STATE<\/p>\n
|<\/p>\n
AND LOCAL CODES<\/p>\n
\u2014\u2014<\/p>\n
UPON COMPLE TION CONTRACTOR SHALL REMOVE<\/p>\n
ke<\/p>\n
Sy<\/p>\n
\u8def<\/p>\n
fr<\/p>\n
RED<\/p>\n
LR)<\/p>\n
=<\/p>\n
ALL EXCESS DEBRIS AND LEAVE ALL WORK AREAS<\/p>\n
KSA<\/p>\n
&<\/p>\n
BROOM -C i EAN<\/p>\n
NNN<\/p>\n
Se<\/p>\n
[ENA<\/p>\n
NON N AN<\/p>\n
CARMAN<\/p>\n
PATIO COVER GUT TERE DOWNSROOT SHALL RE<\/p>\n
|<\/p>\n
ALOM W\/BAKED ENAMEL FINSH SEE NOTE JI<\/p>\n
PATIO COVER MFR SHALL FURNISH BLDG OFFICIALS W\/<\/p>\n
ZL PROPOSED ALUM<\/p>\n
EAVE LINE<\/p>\n
CALLS E SHOP DRAWINGS SIGNED RY A civil OR STRUCTURAL<\/p>\n
PATIO COVER p,<\/p>\n
ENG CALS MDST CONSIDER VERT LOADING \u20ac LAT RESISTANCE<\/p>\n
8 CONC TO BE 2000 PSI @ 28 DAYS<\/p>\n
9 IF AJC 1s AFFECTED AND MUST BE RELOCATED<\/p>\n
THE CONTRACTOR IS RESPONSIBLE FOR 17S REMOVAL AND<\/p>\n
||<\/p>\n
REINSTALLATION<\/p>\n
10 CONCRETE EXPOSED TO SOIL WITH SOLFATE CONCEN<\/p>\n
||<\/p>\n
TRATION GREATER THAN \u00a9 2% SHALL BE TYPE YL CEMENT<\/p>\n
[|<\/p>\n
1 SOPFORT MEMBERS SHALL BE WOOD W\/WOOD FASCIA TO MATCH<\/p>\n
Ll<\/p>\n
\u2014_\u2014 \u2014 \u2014 \u2014<\/p>\n
J\u2014<\/p>\n
0<\/p>\n
BODY TRIM<\/p>\n
[I =a,<\/p>\n
1<\/p>\n
-=<\/p>\n
REAR ALUMINUM PATIO COVER<\/p>\n
ANDALYZ P43 \u20ac P43R ABC<\/p>\n
CABRILLO RP43 A RB<\/p>\n
96<\/p>\n
9-6<\/p>\n
7 6<\/p>\n
LEISURE WORLD<\/p>\n
16<\/p>\n
MAX<\/p>\n
28-6<\/p>\n
STANDARD PLAN<\/p>\n
(42 \u00a9 MAX)<\/p>\n
NUMBER<\/p>\n
198<\/p>\n
198<\/p>\n
PCM INC<\/p>\n
DRAWN BY CHRIS MANGELS<\/p>\n
PARTIAL FLOOR PLAN<\/p>\n
SCALE<\/p>\n
F<\/p>\n
\u4e00\u4e2a<\/p>\n
=10<\/p>\n
APPROVED<\/p>\n
PCM<\/p>\n
INC<\/p>\n
PO BOX 2220, LAGUNA HILLS<\/p>\n
380-4616<\/p>\n
DRAWN MAY 28 1974 TBW<\/p>\n
(7 3- 448)<\/p>\n
REDRAWN MAY 28<\/p>\n
1986<\/p>","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17538","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3207,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\n