=<\/p>\n
3 0<\/p>\n
5 \u00a9 MAX<\/p>\n
LJ<\/p>\n
EXISTING FASCIA<\/p>\n
PROPOSED ALUMINUM<\/p>\n
TROSSE><\/p>\n
2×6 @\u00ae24<\/p>\n
COVER<\/p>\n
A<\/p>\n
er oc<\/p>\n
PROPOSED ALOM<\/p>\n
EXIST<\/p>\n
LOOKOU TS<\/p>\n
FROPOSED ALUM COVER<\/p>\n
COVER<\/p>\n
FASCIA<\/p>\n
DOWNSROUT<\/p>\n
SLOPED<\/p>\n
7<\/p>\n
7<\/p>\n
Zz<\/p>\n
=<\/p>\n
p\u2014\u2014\u2014ar<\/p>\n
a.<\/p>\n
=<\/p>\n
z<\/p>\n
I \u2014\u2014\u2014\u2014<\/p>\n
NY<\/p>\n
4 | A> TF<\/p>\n
a \u2014\u2014<\/p>\n
\u2014 \u2014<\/p>\n
\u2014\u2014 \u2014\u2014<\/p>\n
J<\/p>\n
pt I) Ja<\/p>\n
DOWNSFOU Tw<\/p>\n
–<\/p>\n
2×8 FASCIA<\/p>\n
1<\/p>\n
be PROPOSEP<\/p>\n
\u2014 4<\/p>\n
i<\/p>\n
OTTER L<\/p>\n
(5 3Q@ ALUM POST<\/p>\n
\u00a5<\/p>\n
if Seon LINE<\/p>\n
vill<\/p>\n
DOWNSPOUT<\/p>\n
Gre)<\/p>\n
#<\/p>\n
{<\/p>\n
TIT<\/p>\n
i<\/p>\n
4<\/p>\n
ll<\/p>\n
t<\/p>\n
1<\/p>\n
TI<\/p>\n
Ti<\/p>\n
1<\/p>\n
PLASRBLOCK<\/p>\n
METAL RAILING<\/p>\n
|<\/p>\n
SIDE ELE VATION-ALUMINUM<\/p>\n
FRONT EL EVATION-ALUM<\/p>\n
SCALE \/4&=1-0<\/p>\n
SCALE &-1-0<\/p>\n
{|<\/p>\n
3*4 SOLE PLATE<\/p>\n
||<\/p>\n
RFSIDENCE<\/p>\n
{|<\/p>\n
BALCONY LINE<\/p>\n
2 2×10 BLKG A<\/p>\n
{<\/p>\n
| {<\/p>\n
=f<\/p>\n
4 x JO HDR<\/p>\n
7<\/p>\n
2 2×4 PLATES<\/p>\n
2B JOISTS @ 16 O c\/<\/p>\n
Lo” 4 x4 POST<\/p>\n
VE<\/p>\n
\/<\/p>\n
| oA POSTS<\/p>\n
JEN \u2014\u2014<\/p>\n
4 x 4 HDR<\/p>\n
|<\/p>\n
OVERHANG<\/p>\n
–<\/p>\n
COVER<\/p>\n
\/}<\/p>\n
\/]<\/p>\n
12<\/p>\n
g-2<\/p>\n
8 2<\/p>\n
2<\/p>\n
SECTION A<\/p>\n
< SCALE 42 140 FLOOR PL AN – ALUM SCALE A-1 0 NOTES | DIMENSIONS HAVE PREFERENCE OVER SCALE DETAIL A PROPOSED DETAIL & Zz Nore 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO [ SOLID ROOF BlilT- lp Roop Tv Pe As polos pee co ANY CONSTRUCT ION \u201crlARE FRET \u2014\u2014\u2014 25 lbs 3 CONTRACTOR SHALL SECORE AND PAY 4 Gxt COL calmese pe W 1 (1 Laver) FOR ALL PERMITS REQ D BY PCM AND # colply Tree a (\u00bb levers) – 23 be DETAWL-C Her Mop sopHelr acd ply – 90 ibe THE \u00a9C BLDG DEPT 4 ALL CONSTRUCT ION SHALL. COMPLY DOWNSPOUT po Hot Mop AepHAlT (GURFACE) (0 lbs crave (4) 1) sem D 1863 64 400 lbs WITH cORRENT UB \u20ac AND\/OR STATE AND LOCAL cODES Vi 4 r 4 (elac – 225 Ibs) S UPON COMPLETION CONTRACTOR SHALL Zl mo REMOVE ALLL EMESS MAT L. AND DEBRIS ll HH AND LEAVE AL WORK AREAS BROCM-CLEA USE 12 WIDE 266A FLAMING TO COVER JOINT (IN PLYWOOD WHERE ROOFS MEET ALUM MEMBERS TO HAVE BAKED ENAMEL FIN SIDE ELEVATION- SOLID FRONT EL EVATION- SOLID WITH cOLOR TO MATCH BOILDING SCALE A 1 \u00a9 SCALE 8 -) \u00a9 EXISTING ROOF – COT BACK 3 PLY BUILT OP ar RAFTERSTO SL \u00a5% PLYWOOD MAJORCA] CASABLANCA 8 Plan [~~ 2×6 RW FASCIA BALCONY COVER rd) 2×4 RAFTERS 2:4 BLKoy \/ ROOF L\u2014 GT GRAVEL STOP PE 2 Ls 2\u00a2324+0-3] SOLID OR ALUMINUM 2 i6$ EA RAFT @ik oc TYP W\/2 4px 2 LAG A $8 DRYWALL 5S GUTTER 2] SCREW INTO COL Z \u00a3 2×3 DOWNSPOUT \u00a3) 4 pre LAG LEISURE WORLD [J SCREW INTO 4x STANDARD PLAN 33 APPROYED i! HEADER NUOMBER 33 HANGER 4×8 BWM = BLOCKING 226 \/1 PCM INC 1% x4 6A 6 TIT TEE STRAP \/ NOTE lo wW({6 6d EA SIDE DRAWN BY CHRIS MA LAM BM HDR 7 FOR MODELS WITHOUT \u2014u APPROVED > NGELS<\/p>\n
\/<\/p>\n
AN EXISTING FASCIA<\/p>\n
PCM INC<\/p>\n
INSTALL A 2×8 FASCIA<\/p>\n
PO BOX 2220, LAGWNA HILLS, CA<\/p>\n
DETAIL A<\/p>\n
USING METAL ANCHORS<\/p>\n
DETAIL B<\/p>\n
DETAIL C<\/p>\n
(68-56)<\/p>\n
3BO- 4616<\/p>\n
SCALE J& 1-0<\/p>\n
SCALE<\/p>\n
4<\/p>\n
(I ]<\/p>\n
SCALE 1% <1-O<\/p>\n
(73-524)<\/p>\n
DRAWN MAY7 1969 AND JAN 12 1977<\/p>\n
REVISED ALG OB, 14986\/ MG 0, 1990<\/p>\n","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17523","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3273,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\n