GENERAL NOTES<\/p>\n
+ Preced nce imens on have<\/p>\n
edent ove cal<\/p>\n
The draving nd spe ficat ons nd copi her<\/p>\n
service for use<\/p>\n
owner<\/p>\n
1 nstrument<\/p>\n
1 5Devit ons Any devi t ons from drawings nece<\/p>\n
ted by \u00a311 ond ons<\/p>\n
Profes ional Community Management<\/p>\n
must<\/p>\n
Manufactur<\/p>\n
companied by writtam change<\/p>\n
d_ ect ons Where manuf tur<\/p>\n
4<\/p>\n
4 rect on \/spec f cat ons<\/p>\n
li<\/p>\n
5\/1<\/p>\n
Box<\/p>\n
CA 6<\/p>\n
ca.<\/p>\n
1 be considered pert<\/p>\n
hese drawings<\/p>\n
a1 1<\/p>\n
VINING<\/p>\n
( ) 380-46]<\/p>\n
Sonatryction a foe<\/p>\n
ocal avs<\/p>\n
The draving and work performed hall t 11<\/p>\n
pplicabl prov ons Federal<\/p>\n
4<\/p>\n
and<\/p>\n
ERTHEOOM<\/p>\n
1 ZX8 4<\/p>\n
B\u00ae<\/p>\n
OX XC,<\/p>\n
and sutho zed represent t ve on the de<\/p>\n
emai he scl property<\/p>\n
he de ign Unauthori ed us<\/p>\n
ed property only and<\/p>\n
pr hib 4<\/p>\n
Temporary 1t shal be provided pe ocal sutho |<\/p>\n
=<\/p>\n
Kol<\/p>\n
“eo<\/p>\n
rest addre<\/p>\n
Barricads<\/p>\n
Fac 1<\/p>\n
Construct on barricad<\/p>\n
equired hall conf mm<\/p>\n
he<\/p>\n
and<\/p>\n
contract<\/p>\n
oc hi ded from he construct on work\/ it at 11 ime during the<\/p>\n
ament.<\/p>\n
ocal horitiss For saf ty he publ shal be t cted<\/p>\n
J\u2014<\/p>\n
fe<\/p>\n
Li ViINGEOOM<\/p>\n
Implemented t he owne di cretion<\/p>\n
Bond Compl t bonds and materia<\/p>\n
may be required and ha be<\/p>\n
20 Structur ~~ The tructure<\/p>\n
des:<\/p>\n
tab! unit frer 11 compone t<\/p>\n
PERO<\/p>\n
I<\/p>\n
Lil Zoom<\/p>\n
ID-LX 19-0<\/p>\n
Yv-ox11 Zz<\/p>\n
LIVINGROOM<\/p>\n
N<\/p>\n
-~ zx<\/p>\n
nsuranc<\/p>\n
Cert in insuranc { ) msy be required<\/p>\n
oul<\/p>\n
ned by he owner<\/p>\n
Pat are in place Therefore contr ctor shall provide all shoring end<\/p>\n
bracing required insure the stabil ty nd\/or al part during comstru tion<\/p>\n
I -4’\u00a511 Z<\/p>\n
EXISING<\/p>\n
NS<\/p>\n
name<\/p>\n
\u2018eque t such insurance the pol<\/p>\n
mst be aken out 1 ownel<\/p>\n
andards Al work shall be pe formed the be t standard pract ce<\/p>\n
Xpense<\/p>\n
82X00<\/p>\n
3<\/p>\n
AF A SE A A A BAY<\/p>\n
FoF<\/p>\n
N<\/p>\n
Spr a<\/p>\n
Guarantee , warrant<\/p>\n
The work<\/p>\n
ach rad hall be guarantee<\/p>\n
2 Construction mat ial<\/p>\n
Temaged work hall be repl ced t the contra<\/p>\n
All materi 1 hall be of tandar grad or better<\/p>\n
Hec<\/p>\n
\u2014\u2014<\/p>\n
LINE<\/p>\n
AF<\/p>\n
Cuttin;<\/p>\n
tching<\/p>\n
Each rade ha do hei own cutting patchin<\/p>\n
The contra tor<\/p>\n
furn sh ny dditional drawi gs<\/p>\n
Figs] FE<\/p>\n
OO<\/p>\n
Ne<\/p>\n
Tre ae<\/p>\n
receive or be recieved the work of ihe<\/p>\n
evaral part cme gether properly f and to<\/p>\n
24 Permit Permi hall he 1 sued for such construction by CM<\/p>\n
Sree<\/p>\n
reque ted by he Orange County Pui Aing Depsrtme t<\/p>\n
nc<\/p>\n
NOT 0 SchlE<\/p>\n
\u2014\u2014<\/p>\n
mm Te m\u2014\u2014 ee QL<\/p>\n
PER RNR oy BR<\/p>\n
Ny<\/p>\n
Een<\/p>\n
don of va t<\/p>\n
Al rade shall tal ime keep the premise free fom<\/p>\n
material<\/p>\n
rubbish caused by the work Contra t<\/p>\n
Department An Orange County permit vi he required<\/p>\n
t Tor sure World aguna Fills Cal fornf Permit<\/p>\n
spection<\/p>\n
~t<\/p>\n
X<\/p>\n
~ 5<\/p>\n
save work aress broom ean da y<\/p>\n
responsibl for removal debris and exces material and upon complet on<\/p>\n
EEQUIREMTENTS<\/p>\n
NT<\/p>\n
\u2014_\u2014k<\/p>\n
Fo<\/p>\n
no<\/p>\n
Extra work The cwme may rd extra work mak<\/p>\n
or deducting from he work the Gontom-t amount being adi rod<\/p>\n
ering<\/p>\n
OOF NG NOTES<\/p>\n
3<\/p>\n
ol 2aFT<\/p>\n
dr) sever<\/p>\n
Nx<\/p>\n
acco!<\/p>\n
ly<\/p>\n
Conpl type<\/p>\n
Conbase ype WL { gil<\/p>\n
lbs<\/p>\n
PN HEOS<\/p>\n
[=|<\/p>\n
FEQUIRED<\/p>\n
IG:<\/p>\n
304 Dp<\/p>\n
iL<\/p>\n
Ng<\/p>\n
Subst tut ons No sub titutions shall be made without prior vr en pprova<\/p>\n
owner<\/p>\n
Hot mop sphalt {our fc<\/p>\n
Hot mop phalt feat in<\/p>\n
400 lbs<\/p>\n
9 b<\/p>\n
60 1bs<\/p>\n
N<\/p>\n
1% 2B<\/p>\n
ga<\/p>\n
for<\/p>\n
Ne<\/p>\n
NX w<\/p>\n
Ba Ne<\/p>\n
All vork shall compl with current \u00abd ion of the Uniform Building<\/p>\n
Grave (1<\/p>\n
1<\/p>\n
[ED] ge<\/p>\n
I \u2014<\/p>\n
EXISTING,<\/p>\n
IGHT 1290 Bp<\/p>\n
ry Pichl)<\/p>\n
N<\/p>\n
General not<\/p>\n
Each rade shall be hel responsibl fo lnoweldge<\/p>\n
SECONIT<\/p>\n
NE<\/p>\n
300 Pp<\/p>\n
3<\/p>\n
general not 1 tad herein or lsewhere vithin the drawings<\/p>\n
GHT AND VENTILATION NOTES<\/p>\n
ara. BE aaa \u2014\u2014\u2014<\/p>\n
al mm = am = f= mm mm =<\/p>\n
1]<\/p>\n
|<\/p>\n
AN<\/p>\n
Fer on<\/p>\n
the work<\/p>\n
by the ontractor\/subcontzactor<\/p>\n
The building permit and plan check fes shall be aken out and<\/p>\n
sponsibl f that portion<\/p>\n
The pe area<\/p>\n
t east 6<\/p>\n
he re below minimum<\/p>\n
he onge wal ad one additiona wall<\/p>\n
fee<\/p>\n
inche<\/p>\n
equal<\/p>\n
each<\/p>\n
EY<\/p>\n
B<\/p>\n
~ \u00ab<\/p>\n
1 imperative that the contract<\/p>\n
fy al dimens ons<\/p>\n
al measured from he floor pe he current edit on<\/p>\n
hel C<\/p>\n
phlcony<\/p>\n
(2-1-0<\/p>\n
=a xr io<\/p>\n
NE<\/p>\n
Int aa<\/p>\n
any discrepanc<\/p>\n
ons hown on the drawings t the job<\/p>\n
onfli<\/p>\n
omni ons bef re proceeding with he work<\/p>\n
and inform he owne<\/p>\n
OFFEMN<\/p>\n
OQ FT<\/p>\n
ISI}<\/p>\n
B<\/p>\n
z O<\/p>\n
Lo<\/p>\n
12-o”<\/p>\n
HC<\/p>\n
N10<\/p>\n
|<\/p>\n
FIN DE<\/p>\n
p=<\/p>\n
PIO<\/p>\n
104<\/p>\n
Io th<\/p>\n
14-0<\/p>\n
14-0<\/p>\n
BALCONY<\/p>\n
SCALE _V4_ 1<\/p>\n
GENERAL NOTES<\/p>\n
\u2014\u2014<\/p>\n
PATIO PLAN<\/p>\n
Wi TYP ‘FOOR PLAN<\/p>\n
n<\/p>\n
NO | PF Equi op BEAER<\/p>\n
CENFIERS [D015]5<\/p>\n
Jill, Ti<\/p>\n
SIZE<\/p>\n
spa] Spied<\/p>\n
7X4<\/p>\n
Io\u00b0le.<\/p>\n
1-2<\/p>\n
SE Sh<\/p>\n
%k<\/p>\n
a”<\/p>\n
AR<\/p>\n
1Z 9c<\/p>\n
17-10<\/p>\n
[<\/p>\n
1w9e |<\/p>\n
1-2<\/p>\n
NEN PRO<\/p>\n
\u00a9 %;<\/p>\n
\u2014\u2014<\/p>\n
24%<\/p>\n
22<\/p>\n
FUSING, CONTINUOUS<\/p>\n
COV:<\/p>\n
RS<\/p>\n
3<\/p>\n
| 229c<\/p>\n
1 10<\/p>\n
CUTTER.<\/p>\n
ERA,<\/p>\n
Ze<\/p>\n
16%<\/p>\n
7-5<\/p>\n
A<\/p>\n
24%<\/p>\n
1 7-Co*<\/p>\n
ONT VIEIN<\/p>\n
ALS<\/p>\n
14-5<\/p>\n
a<\/p>\n
yz<\/p>\n
aid<\/p>\n
Ard<\/p>\n
*HENERS<\/p>\n
SZE | SPAN<\/p>\n
4×4<\/p>\n
4<\/p>\n
a<\/p>\n
7 | \/<\/p>\n
4X0<\/p>\n
Tn S\u2014\u2014<\/p>\n
fos Ce<\/p>\n
rE<\/p>\n
Ny<\/p>\n
7<\/p>\n
LOWER 465 BLOCK. HLL<\/p>\n
ee<\/p>\n
X10<\/p>\n
4<\/p>\n
Il<\/p>\n
117<\/p>\n
10 20″ x SEE GENERN- NOTES<\/p>\n
4R1Z<\/p>\n
me<\/p>\n
7<\/p>\n
i<\/p>\n
x14<\/p>\n
20 No Z VF<\/p>\n
ound of eflEr-<\/p>\n
Th<\/p>\n
SCALE 74 1 \u00a9<\/p>\n
BL5G PLAN [SPAN CHARTS [ATF ELEVATION<\/p>\n
lz CPX<\/p>\n
a<\/p>\n
)<\/p>\n
GRnveL<\/p>\n
ZN<\/p>\n
FlyWoor | \/RNPTERS SEE CHWRT<\/p>\n
\u00a3X|<\/p>\n
NG,<\/p>\n
Sop<\/p>\n
UILFUp<\/p>\n
FOR SIZE 4 PAN<\/p>\n
CONT GUTTER<\/p>\n
NEI<\/p>\n
NEW CK G1<\/p>\n
22S<\/p>\n
2S<\/p>\n
FFT<\/p>\n
fo<\/p>\n
REVISIONS<\/p>\n
NE<\/p>\n
2X0 LEGER<\/p>\n
No<\/p>\n
N<\/p>\n
WN<\/p>\n
= |<\/p>\n
SPE JIE<\/p>\n
ZX<\/p>\n
BUILT<\/p>\n
H\/ 56<\/p>\n
GUTTER.<\/p>\n
i<\/p>\n
2? ZF<\/p>\n
EXISTING,<\/p>\n
NE IN<\/p>\n
ADC IN<\/p>\n
OVER \u00a54 Plyrocr<\/p>\n
@ Ib oC<\/p>\n
NEL<\/p>\n
XY<\/p>\n
NC<\/p>\n
–<\/p>\n
X(<\/p>\n
2×4 Blocks<\/p>\n
STRUCTURE<\/p>\n
GUTTER<\/p>\n
2X<\/p>\n
CONT<\/p>\n
ProCik<\/p>\n
HENDEE. 2EE CHR FoR. SIZE<\/p>\n
| 2X fiz ab Gl TPE STEN<\/p>\n
Wfo-10d Nhl epeH sire<\/p>\n
SEE<\/p>\n
N= ==<\/p>\n
ENING,<\/p>\n
3-2″<\/p>\n
P Holes |1N<\/p>\n
FOR. SIZE & STN<\/p>\n
ols HNNGER<\/p>\n
STRUCTHRE<\/p>\n
PLyUr<\/p>\n
FEN]<\/p>\n
4 ret<\/p>\n
SEE CHK<\/p>\n
\u00a3bcH<\/p>\n
OoET><\/p>\n
avd<\/p>\n
FOR DIZE \u00a7 SFA<\/p>\n
Gl S<\/p>\n
PARES 2X ZX KO \u201c>Y2″<\/p>\n
“EswALD<\/p>\n
BEHIN<\/p>\n
EN 7<\/p>\n
2-y2x2 | pes SCRENS<\/p>\n
S$<\/p>\n
ja<\/p>\n
Bhs<\/p>\n
ING Block<\/p>\n
%<\/p>\n
pe.<\/p>\n
IOUERED TO 20” HIGH<\/p>\n
SCALE<\/p>\n
AS SH<\/p>\n
SSN le<\/p>\n
NEI<\/p>\n
ad<\/p>\n
ld EXP SHIELDS<\/p>\n
APPROVED BY<\/p>\n
A777<\/p>\n
7<\/p>\n
(PC<\/p>\n
PONNSFOLIT<\/p>\n
kd<\/p>\n
concpere<\/p>\n
Unirez<\/p>\n
[T=]<\/p>\n
[=<\/p>\n
si<\/p>\n
\u2014\u2014<\/p>\n
LEISURE WORLD<\/p>\n
ylvavavd<\/p>\n
SHASH<\/p>\n
oS Bh<\/p>\n
NEL<\/p>\n
I]<\/p>\n
CONCRETE<\/p>\n
i<\/p>\n
19<\/p>\n
LOWER.<\/p>\n
forces NLL<\/p>\n
C&ISTING, Cconcg sbi [<\/p>\n
STANDARD PLAN<\/p>\n
SCALE 74 1 \u00a9<\/p>\n
T0 adn ave)<\/p>\n
Ri<\/p>\n
Sch D<\/p>\n
SHEE T10f1<\/p>\n
AJELEVATON ___ |olTyPSECTION#s \u00a9<\/p>\n
DETAIL Bi UF\u00b0 PATIO COVER<\/p>\n","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17667","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3199,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\n