Li<\/p>\n
Ld<\/p>\n
N<\/p>\n
I<\/p>\n
\u2014<\/p>\n
(1 |<\/p>\n
D<\/p>\n
GENERAL MORRS<\/p>\n
These drawing and spe ification<\/p>\n
nd copi<\/p>\n
ther \u00a2<\/p>\n
ER KICHEN DINING<\/p>\n
J<\/p>\n
r legal instrument<\/p>\n
4<\/p>\n
rvic fru<\/p>\n
\u00a3 th ownr<\/p>\n
Ts<\/p>\n
CE] \u00a7<\/p>\n
\u2014_<\/p>\n
i<\/p>\n
P<\/p>\n
Pr fessional Community Management<\/p>\n
Box<\/p>\n
5 4×77″<\/p>\n
Laguna Hill<\/p>\n
CA 26<\/p>\n
\u2014\u2014<\/p>\n
Ma<\/p>\n
y\u2014\u2014\u2014<\/p>\n
(Hereafter known<\/p>\n
P<\/p>\n
nN)<\/p>\n
IVING ROOM<\/p>\n
Califor i<\/p>\n
nd<\/p>\n
\u00bbR<\/p>\n
Agent for Leisure World laguna Hill<\/p>\n
uthori ed repr s ntatives on the de ignated property<\/p>\n
vo’ny 7<\/p>\n
f<\/p>\n
only<\/p>\n
nd remain the<\/p>\n
ol<\/p>\n
property<\/p>\n
f the 4 igner<\/p>\n
\u2014_r<\/p>\n
ren<\/p>\n
19″<\/p>\n
3!<\/p>\n
‘.<\/p>\n
=<\/p>\n
\/)<\/p>\n
Unauthori ed use i prohibited<\/p>\n
joy<\/p>\n
=<\/p>\n
County Street Address:<\/p>\n
0) pe<\/p>\n
LT E-7<\/p>\n
40 \u00ae 30 =<\/p>\n
J KITCHEN<\/p>\n
!<\/p>\n
=<\/p>\n
hades EB<\/p>\n
=<\/p>\n
ROOF<\/p>\n
PR<\/p>\n
up<\/p>\n
[3<\/p>\n
LINE ~u<\/p>\n
Ixact No, =, Lot No,<\/p>\n
LIVING ROOM<\/p>\n
X(]<\/p>\n
y a8<\/p>\n
ROOM<\/p>\n
HH LMM<\/p>\n
| BEDROOM #2<\/p>\n
|<\/p>\n
LWING ROOM<\/p>\n
Cert i<\/p>\n
insurance( )<\/p>\n
Tr<\/p>\n
required<\/p>\n
iE<\/p>\n
po C1)<\/p>\n
1<\/p>\n
F – [1<\/p>\n
\u2014<\/p>\n
oh<\/p>\n
outlined by th<\/p>\n
MN<\/p>\n
Permit<\/p>\n
nd<\/p>\n
nsp cti ns<\/p>\n
A any<\/p>\n
g\u2014 \u2014 += \u2014|\u2014 \u2014<\/p>\n
34 X66<\/p>\n
Department Should they rsquest<\/p>\n
uch insurance<\/p>\n
the<\/p>\n
i<\/p>\n
\/ 8\u00b0 68<\/p>\n
Igy)<\/p>\n
poli i<\/p>\n
must be taken out i<\/p>\n
owner<\/p>\n
nane<\/p>\n
=<\/p>\n
L<\/p>\n
do<\/p>\n
The work<\/p>\n
4<\/p>\n
ch trad<\/p>\n
shall be guarant ed by contractor<\/p>\n
PATIO<\/p>\n
PATIO<\/p>\n
\u201cEXSTING ROOF 2×8 @ 240 C<\/p>\n
Cutting, patehing, ator<\/p>\n
Each trade shall<\/p>\n
at all<\/p>\n
|<\/p>\n
LN<\/p>\n
I A<\/p>\n
make sevaral parts come together properly fit nd t<\/p>\n
imes do their own cutting patching fitting etc<\/p>\n
ROOF LINE<\/p>\n
\u2014\u2014 \u2014 ROOF LINE<\/p>\n
receive or t be received by the work<\/p>\n
4<\/p>\n
ther trade<\/p>\n
PROPOSED PATIO<\/p>\n
PLANTER<\/p>\n
re PROPOSED PATIO COVER<\/p>\n
clean UR:<\/p>\n
fre from accumulatio<\/p>\n
All trade<\/p>\n
hall<\/p>\n
t<\/p>\n
f waste mat rial<\/p>\n
11 tim<\/p>\n
k<\/p>\n
14<\/p>\n
th<\/p>\n
or<\/p>\n
–<\/p>\n
premis<\/p>\n
rubbi h caused by their work Contractor i respon ibl<\/p>\n
COVERS<\/p>\n
oroPosen<\/p>\n
for removal<\/p>\n
\u00a3 debri<\/p>\n
nd<\/p>\n
Xce<\/p>\n
materi 1 and must<\/p>\n
~<\/p>\n
COVER 5<\/p>\n
1 ave work area<\/p>\n
broom clean<\/p>\n
both daily<\/p>\n
nd up n<\/p>\n
compl tio<\/p>\n
\u00a3 work<\/p>\n
Us of community dump ters i not<\/p>\n
permitted<\/p>\n
[\u2014 PATIO WALL.<\/p>\n
PATIO<\/p>\n
All work hall comply with th curr nt aiti n<\/p>\n
b\u2014 \u2014\u2014\u00a2<\/p>\n
f\u00a3 the Unif rm Building Code<\/p>\n
tat<\/p>\n
nd local cod<\/p>\n
ATURE BARES AN SAR<\/p>\n
\u00a3 r knowledge<\/p>\n
Each trade shall be h 1d r spon ibl<\/p>\n
4<\/p>\n
n ral<\/p>\n
not<\/p>\n
listed hr i<\/p>\n
r<\/p>\n
PATIO WALL<\/p>\n
ROOF LINE]<\/p>\n
SO<\/p>\n
1 ewher within th ar wings<\/p>\n
1 1%]<\/p>\n
5 3<\/p>\n
5 3<\/p>\n
SS 3<\/p>\n
RE<\/p>\n
16<\/p>\n
4 O<\/p>\n
Tass: All permit<\/p>\n
nd pl<\/p>\n
check f<\/p>\n
hall be tak n<\/p>\n
ontr ctor<\/p>\n
18 \u00a9<\/p>\n
J&<\/p>\n
out nd paid<\/p>\n
r by th resid nt nd\/ r hi<\/p>\n
It 1 imperative th t the contr ct r<\/p>\n
verity<\/p>\n
11 dimensions<\/p>\n
nd<\/p>\n
ondition<\/p>\n
shown on th<\/p>\n
=LOOR PLAN- AUNITS<\/p>\n
drawing<\/p>\n
constructio<\/p>\n
at<\/p>\n
the<\/p>\n
nd<\/p>\n
inf ra<\/p>\n
Job<\/p>\n
ite prior<\/p>\n
the<\/p>\n
PCN<\/p>\n
to<\/p>\n
Permits nd<\/p>\n
commencing<\/p>\n
FLOOR PLAN- SAN CLEMENTE Bec<\/p>\n
FLOORPLAN- SAN SEBASTIAN BC<\/p>\n
nspections Department f<\/p>\n
ny discrepan i<\/p>\n
conflict<\/p>\n
SCALE<\/p>\n
U=i-o<\/p>\n
r omi ion befor beginning\/procesding with th work<\/p>\n
SCALE 4=1 \u00a9<\/p>\n
SCALE %-1-\u00a9<\/p>\n
Dimensions: imen io<\/p>\n
have prec den<\/p>\n
ver scal<\/p>\n
Whers<\/p>\n
manuf ctur r<\/p>\n
TROWELED EXT STUCCO<\/p>\n
dir ctions\/specifications r called for they shall be<\/p>\n
considered as part f thes drawings<\/p>\n
PROPOSED PATIO COVER<\/p>\n
The dravings<\/p>\n
nd work<\/p>\n
parforaed shall<\/p>\n
t<\/p>\n
11 times<\/p>\n
be governed by the<\/p>\n
Zz<\/p>\n
applicable provi ions<\/p>\n
\u00a3 fedural<\/p>\n
stat<\/p>\n
and<\/p>\n
local<\/p>\n
J<\/p>\n
rT TE<\/p>\n
fine<\/p>\n
laws<\/p>\n
4<\/p>\n
local uthorities<\/p>\n
Temporary toil ts<\/p>\n
hall be provided per<\/p>\n
WALL AREA TO<\/p>\n
~\u2014 APPROVFD METAL<\/p>\n
Pe PROPOSED (OVER<\/p>\n
TT STRAP<\/p>\n
a,<\/p>\n
PROPOSED COVER tt +<\/p>\n
construction barricade<\/p>\n
if required<\/p>\n
BE REMOVED ~~<\/p>\n
–<\/p>\n
\u2014 APPROVED<\/p>\n
+<\/p>\n
EW & 1 GUTTER<\/p>\n
shall conform t the requirement \u00a2\u00a3 local uthoriti<\/p>\n
or<\/p>\n
4×4 DF BEAM<\/p>\n
= \/]<\/p>\n
METAL<\/p>\n
lz<\/p>\n
\u00a3 DOWNSPOOT<\/p>\n
hi lded from the constructi n work\/ it<\/p>\n
atety<\/p>\n
the publi<\/p>\n
hall be protected nd\/ r<\/p>\n
t 11 tim<\/p>\n
\u2014 DF 4×4 PRESSURE<\/p>\n
4<\/p>\n
T STRAP<\/p>\n
Z<\/p>\n
#1<\/p>\n
4 =!<\/p>\n
during the contract<\/p>\n
–r<\/p>\n
\u2014 fs Hp \u2014<\/p>\n
TREATED POSTS<\/p>\n
WALL. AREA<\/p>\n
# \u2014 FH<\/p>\n
I 1<\/p>\n
14xi4 4 METALT<\/p>\n
4H<\/p>\n
Ee<\/p>\n
4x\u00a5 DF BEAM<\/p>\n
STRAPS@ BACHS DE j\u2014 \u2014L \u2014<\/p>\n
A<\/p>\n
V4<\/p>\n
4<\/p>\n
The structur i designed as<\/p>\n
ar<\/p>\n
stable unit<\/p>\n
i<\/p>\n
Yi<\/p>\n
00m<\/p>\n
FS<\/p>\n
eo =]<\/p>\n
4×4 POSTS<\/p>\n
w\/l6d NAILS<\/p>\n
\u2014 \u2014 \u2014<\/p>\n
contractor shall<\/p>\n
fter all component<\/p>\n
ide<\/p>\n
11 shoring and bracing<\/p>\n
in place Therefor<\/p>\n
a<\/p>\n
74<\/p>\n
1<\/p>\n
1<\/p>\n
7<\/p>\n
| HAE<\/p>\n
na EXISTING PATIO WALL<\/p>\n
required to<\/p>\n
insur<\/p>\n
the<\/p>\n
stability<\/p>\n
nd\/ r<\/p>\n
11 part<\/p>\n
|<\/p>\n
during censtxuction<\/p>\n
=a<\/p>\n
iM<\/p>\n
[l<\/p>\n
1<\/p>\n
standard practices of the trade( )<\/p>\n
All werk shall be parforsed to the best<\/p>\n
All contractor<\/p>\n
or<\/p>\n
ad<\/p>\n
\u20ac EXSTING WALLS 5<\/p>\n
NOTE WALL HEIGHT<\/p>\n
.<\/p>\n
\u00a3 EXISTING WALL 5<\/p>\n
i<\/p>\n
il<\/p>\n
Ii!<\/p>\n
~ENFL<\/p>\n
damaged work shall be replaced at the contractor<\/p>\n
FIN, FL )<\/p>\n
MOST BE LOWERED TO 30<\/p>\n
J\u2014<\/p>\n
DAT \u00a9 SLAB<\/p>\n
sxpens<\/p>\n
All mat rial<\/p>\n
shall be<\/p>\n
4<\/p>\n
FOR LT \u00a3 AIR REQUIREMENTS<\/p>\n
NEW CONC SPLASH BLK<\/p>\n
standard grade or bettsr unles otherwi<\/p>\n
noted<\/p>\n
Gl GUTTER<\/p>\n
DOWNSPOUT<\/p>\n
FRONT ELEVATION -A UNITS<\/p>\n
ae<\/p>\n
Any discrepancies betws<\/p>\n
plans<\/p>\n
building and loc 1 code requirements<\/p>\n
the<\/p>\n
install tion fabricati n or overall work<\/p>\n
that may ffect<\/p>\n
i<\/p>\n
n<\/p>\n
SCALE %=1-O<\/p>\n
way<\/p>\n
shall be immediat ly brought t the tte tion ff<\/p>\n
FRONT EL EVATION-SAN CLEMENTE B5C<\/p>\n
FRONT ELEVATION-SAN SEBASTIAN BeC<\/p>\n
PCH<\/p>\n
Permit<\/p>\n
and nspecti n<\/p>\n
Department by the<\/p>\n
DETAIL C<\/p>\n
contractor<\/p>\n
| = STUD<\/p>\n
GRAVEL OVER 1S\u00ae FEL\u2122<\/p>\n
am<\/p>\n
SOLID COVER scaet%-i-o<\/p>\n
SOLID COVER<\/p>\n
SCALE % =1-0<\/p>\n
43 COATS HOT MOP<\/p>\n
246A 6. GRAVEL STOP<\/p>\n
AND FLASHING<\/p>\n
nd no work will be permitted aftr 85 0<\/p>\n
No work shall commenc prior t<\/p>\n
am Nonday<\/p>\n
34 STRUCTORAL I<\/p>\n
through Frid y<\/p>\n
Saturday work hould be held to a<\/p>\n
EXT \u20ac C sHTG<\/p>\n
\/<\/p>\n
bins<\/p>\n
2<\/p>\n
2×8 FASCIA<\/p>\n
aENNCTE<\/p>\n
Bininua nd no work whatsoever o Sunday<\/p>\n
34 STRUCTURAL TEXT C C<\/p>\n
DETAIL A<\/p>\n
16 RAFTERS<\/p>\n
266A 6T GUTTER<\/p>\n
SHTG OSE 8d NALS@4 0c<\/p>\n
TOP PLATE<\/p>\n
ONIVERSAL<\/p>\n
2×6 RAFTERS @ 24<\/p>\n
o<\/p>\n
AND DOWNSPOUT<\/p>\n
RUILD-UR PARID COVERS<\/p>\n
LAYERS OF is\u00a5 pel T<\/p>\n
FOR EDGES & BOC FOR<\/p>\n
[re HDR<\/p>\n
JOIST Her<\/p>\n
\u00a3 ICOAT S OF ROT MOF<\/p>\n
INTERIOR BEARING<\/p>\n
2×6 S0LID BLOCK]<\/p>\n
Covers will cov r<\/p>\n
ly th pati<\/p>\n
r<\/p>\n
300 LBS \/ SR GRAVEL<\/p>\n
th \/<\/p>\n
[3<\/p>\n
x \u00a5<\/p>\n
4 fined by th pati<\/p>\n
lab r wall<\/p>\n
4×10 DF BEAM \u2014<\/p>\n
En 1 sur wall mu t provid th<\/p>\n
24Gh GV GRAVEL<\/p>\n
J<\/p>\n
\u2014<\/p>\n
fess)<\/p>\n
AN EXIST RAFTER<\/p>\n
14 x 14 x \/3 T-STRAP<\/p>\n
\u2014<\/p>\n
open<\/p>\n
re<\/p>\n
\u00a3 th 1 nger wall nd<\/p>\n
dditional wall i<\/p>\n
STOP & FLASHING<\/p>\n
2<\/p>\n
< \u2014 BY] 8 AL SL DOOR 2] wW\/\u00e9- 16d NAILS equal t at -” t \u00a7 (perc nt) of the r below ni imum DOLBL.E TEP PLATE EXISTING ~~ \u2014 ++ 44 \u2014-\u2014 \u2014 =p N t \u00a3 each wall ( easur from the floor) as raquired pe Se ey X WALL BRT Ne + Tr | by th curr nt edition \u00a2 th Uniform Building Cod 26 GA G| GUTTER, – ay % DRYWALL LOWERED +] \u2014 412 +74 PRESSURE TREATED ~ = |} DF POST Overh ny will be hown Standard Pl Tr \u00a3 DOWN SROUT ~ 2×4 BLKG L 2×4 RAFTERS STUD 4x 8 BEAM WALL HT 7 o JY determined by P C M Permits and I spscti Dspartaent 2×6 FASCIA @i2 OC | N Lumber i e regul ted by 4×4 BEAM e= Standard Pl Any discrepanci nd gr de to be t be det rmined by FP C M N N Permit nd Inspection Department 12 x14 xg T arenes | LS 4×4 POST Hl hl w\/e 16d NAILS 1h 141 ull calax All wood to be painted r tained t match the wood trim \u00a2 1 r xisting |S Ao sL DR 53 TYP %@ BOLT EACHSIDE Wher ops faced {ling i t be used th \/ CDX pl. hesting is t be r placed with T 2Ls 2x2x4 \u00ab3h x THICK NH – roof decking with built up roofing i stalled over FRONT ELEVATION -WOODLATTICE w\/a BOLT THROL GH POST Roofing ontractor t verify 11 SCALE \/a 1-0 34 CLEARANCE TOEND OF RosT. isting oomicione itions nd dimensions pri r to comme ing ><\/p>\n
constructio<\/p>\n
nd inform P<\/p>\n
X Permit<\/p>\n
nd Inspection<\/p>\n
–<\/p>\n
CORROSION RESISTANT METAL<\/p>\n
Departse t f ny discrepanci<\/p>\n
conflicts or omi ions<\/p>\n
PLATE UNDER POST<\/p>\n
NL<\/p>\n
flake<\/p>\n
New built-up roof toc lops<\/p>\n
minimum 1\/4″ per foot<\/p>\n
=n<\/p>\n
s required by th current dition f the Uniform Building<\/p>\n
APPROVED GI<\/p>\n
21S 3x2443k<\/p>\n
4 Taek whe<\/p>\n
2x& BLK G NAILED TO LEDGER<\/p>\n
[IE<\/p>\n
=<\/p>\n
ili<\/p>\n
0<\/p>\n
w=<\/p>\n
Code (VD<\/p>\n
)<\/p>\n
JAS<\/p>\n
~~<\/p>\n
BETWEEN EA RAFTER<\/p>\n
=i]<\/p>\n
T=<\/p>\n
Ea<\/p>\n
Thi Standard la i fr<\/p>\n
FASTENERS<\/p>\n
BOLT THROUGH POST 34 CLEARANCE<\/p>\n
=<\/p>\n
N=<\/p>\n
up roof pati<\/p>\n
cover nd doss not me t Uniform Building Code<\/p>\n
typi 1 buila<\/p>\n
pS<\/p>\n
TOEND OF POST<\/p>\n
or<\/p>\n
x<\/p>\n
i<\/p>\n
r<\/p>\n
TELS<\/p>\n
2X<\/p>\n
LATTICE<\/p>\n
for<\/p>\n
room enclosur<\/p>\n
N<\/p>\n
%<\/p>\n
\u00a2 BOLT EA SIDE<\/p>\n
plant n may be ttached<\/p>\n
post<\/p>\n
All post mu t be<\/p>\n
\u00a2 ptabl<\/p>\n
7<\/p>\n
CLIPS<\/p>\n
SIMPSON<\/p>\n
lad r inside pati wall<\/p>\n
Post may be<\/p>\n
wall nly if<\/p>\n
G | JIONST HER]<\/p>\n
@4 oc<\/p>\n
Build-up roof shall be<\/p>\n
\u00a3 llows per<\/p>\n
CONC SPLASH BLY,<\/p>\n
SIVE RESISTANT METAL PLATE<\/p>\n
ch wall ha be constructed nd inspe ted f r such<\/p>\n
1<\/p>\n
SIDE ELEVATIONS- A UNITS<\/p>\n
squar fest<\/p>\n
Il = |<\/p>\n
aring 1 ad<\/p>\n
_ _W tod NALS<\/p>\n
E\u2014<\/p>\n
SCALE J =1 \u00a9<\/p>\n
Co Ba<\/p>\n
Types W<\/p>\n
{ 1 layer)<\/p>\n
5 lbs<\/p>\n
== WEL<\/p>\n
V<\/p>\n
Nf ccoseo<\/p>\n
-s<\/p>\n
{ling<\/p>\n
Latti<\/p>\n
siz<\/p>\n
may be<\/p>\n
z2<\/p>\n
x<\/p>\n
r<\/p>\n
x<\/p>\n
VY 4<\/p>\n
Cn Ba<\/p>\n
TYp<\/p>\n
(<\/p>\n
lyr)<\/p>\n
1b<\/p>\n
=<\/p>\n
[it<\/p>\n
ENE<\/p>\n
== Tig<\/p>\n
at opti nal pa ing (Minimum<\/p>\n
ht}<\/p>\n
nd r not t bel id<\/p>\n
1. < EXSTING WALL<\/p>\n
Hot Mop Asph lt (each Pcy)<\/p>\n
1b<\/p>\n
lbs<\/p>\n
[28<\/p>\n
fl t<\/p>\n
Grav l ( \/<\/p>\n
H t Mop Asph 1t ( urfac )<\/p>\n
\/<\/p>\n
) A<\/p>\n
M<\/p>\n
6 6<\/p>\n
1b<\/p>\n
{J<\/p>\n
FASTENER<\/p>\n
EXIST ING CONC FTG<\/p>\n
existing wood trim color<\/p>\n
All wood painted r st ined t match th<\/p>\n
RE -3TOCCOS<\/p>\n
&7<\/p>\n
26 GA 6T Z FLASHNG<\/p>\n
\/<\/p>\n
SOLID COVER<\/p>\n
AND SLAB<\/p>\n
Corbels<\/p>\n
C rbel<\/p>\n
r optio 1 provided they r<\/p>\n
\u00a3 wood nd<\/p>\n
2 6BLK<\/p>\n
PATIO COVER<\/p>\n
not x es ively large<\/p>\n
det rmined by P C N Permits<\/p>\n
nd<\/p>\n
8×3 CANT \u00a3 BACKING<\/p>\n
SECTION A<\/p>\n
n pecti<\/p>\n
Department<\/p>\n
SOLID<\/p>\n
30<\/p>\n
SCALE %=1 \u00a9<\/p>\n
MISSION TILE<\/p>\n
~<\/p>\n
SIDE ELEVATION-WOOD LATTICE<\/p>\n
b)<\/p>\n
=<\/p>\n
LATTICE<\/p>\n
BLILT-UP ROOF )<\/p>\n
2,<\/p>\n
[3<\/p>\n
@<\/p>\n
&<\/p>\n
Ml<\/p>\n
c=<\/p>\n
-v<\/p>\n
SCALE @= 1-0<\/p>\n
SIMPSON 28 T T STRAP<\/p>\n
7 PLAN & 0003<\/p>\n
34 PLYWOOD SHTG<\/p>\n
EACH FACE TY<\/p>\n
3B 45 LAG BoLTSs @lb OC<\/p>\n
2x\u00e9 STARTER<\/p>\n
I<\/p>\n
\u2014<\/p>\n
.<\/p>\n
lee?<\/p>\n
PLY SHTG<\/p>\n
\u2014-\u2014<\/p>\n
2×6 SHAPED RAFTER TAIL<\/p>\n
4 BOLT<\/p>\n
T<\/p>\n
rd<\/p>\n
g<\/p>\n
DRAWN BY CHRIS MANGELS<\/p>\n
GI DRIP<\/p>\n
SIMPSON PC 44 POST CUP<\/p>\n
2×6 LEDGER<\/p>\n
\u00a5% DRYWALL<\/p>\n
CHECKED BY SAM CROSLAND<\/p>\n
NEW GT FLASHING<\/p>\n
2%<\/p>\n
NON -CORROSIWE<\/p>\n
BUILT-UP ROOF<\/p>\n
gL<\/p>\n
PLATE<\/p>\n
DBL. TOP PLATE<\/p>\n
ool<\/p>\n
Crp<\/p>\n
he<\/p>\n
DATE (5\/5\/69) 8\/9\/93<\/p>\n
Sr<\/p>\n
NN POST<\/p>\n
TE,<\/p>\n
4×12 BEAM<\/p>\n
2rd EXPOSED RAFTERS<\/p>\n
2×6 LEDGER, TOE NAIL<\/p>\n
el20C<\/p>\n
0<\/p>\n
TO STARTER & END NAIL<\/p>\n
<<\/p>\n
122)2 FTG<\/p>\n
TO CLOT RAFTER<\/p>\n
Zi<\/p>\n
h=<\/p>\n
Ll]<\/p>\n
TYP 4 PL<\/p>\n
+,<\/p>\n
\u00a2 Commm<\/p>\n
Z<\/p>\n
34 EXT GD PLY SHTG<\/p>\n
1.<\/p>\n
BRE WORLD \u2014 AG!<\/p>\n
4<\/p>\n
N<\/p>\n
gy r\u2014_ .<\/p>\n
ONWERSAL JOIST BANGER<\/p>\n
YN J<\/p>\n
nv<\/p>\n
[J]<\/p>\n
NB<\/p>\n
LJ<\/p>\n
)<\/p>\n
A<\/p>\n
mm N<\/p>\n
DETAIL<\/p>\n
DETAIL A<\/p>\n
DETAIL B (rear)<\/p>\n
POST DETAIL<\/p>\n
SCALE 4 -1-O<\/p>\n
SCALE<\/p>\n
12 <1-@<\/p>\n
SCALE 17 =1-O<\/p>\n
SCALE 5-1-0<\/p>\n
pe ace =<\/p>\n","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17628","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3269,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\n