{"id":17584,"date":"2017-07-19T22:42:57","date_gmt":"2017-07-19T22:42:57","guid":{"rendered":"https:\/\/dev-laguna-woods.pantheonsite.io\/news\/document\/standard-plan-21_upper-deck-roof_5-plan\/"},"modified":"2025-07-09T15:17:03","modified_gmt":"2025-07-09T22:17:03","slug":"standard-plan-21_upper-deck-roof_5-plan","status":"publish","type":"document","link":"https:\/\/lagunawoodsvillage.com\/he\/document\/standard-plan-21_upper-deck-roof_5-plan\/","title":{"rendered":"\u05ea\u05d5\u05db\u05e0\u05d9\u05ea \u05e1\u05d8\u05e0\u05d3\u05e8\u05d8\u05d9\u05ea 021_\u05d2\u05d2 \u05e1\u05d9\u05e4\u05d5\u05df \u05e2\u05dc\u05d9\u05d5\u05df_\u05ea\u05d5\u05db\u05e0\u05d9\u05ea 5"},"content":{"rendered":"

CUT BEAM TO MATCH PRESENT OUT LOOKERS<\/p>\n

REMOVE PRESENT FALSE RAFTERS<\/p>\n

NOTES<\/p>\n

| DIMENSIONS HAVE PRE CIDENCE OVER<\/p>\n

SCALE<\/p>\n

2 CONTRACTOR SHALL VERIFY ALL<\/p>\n

CONDITIONS AND DIMENSIONS AT<\/p>\n

JOB SITE PRIGR TO ANY CONSTRUCTION<\/p>\n

a<\/p>\n

3 CONTRACTOR SHALL SECORE AND<\/p>\n

\/<\/p>\n

ey<\/p>\n

MN<\/p>\n

Y,<\/p>\n

[=<\/p>\n

ya<\/p>\n

[recom<\/p>\n

{<\/p>\n

PAY FOR ALL PCRMITS REQD BY<\/p>\n

Vi<\/p>\n

7<\/p>\n

7<\/p>\n

PCM AND THE \u00a9OC BLDG DEPT<\/p>\n

Ty +] \u00bb<\/p>\n

i”<\/p>\n

[hd<\/p>\n

RAFTER SPACING ABOUT Gq TO PROVIDE<\/p>\n

1514 16 GA GI T STRAP<\/p>\n

Pd<\/p>\n

FOR FUTURE PERMANENT PARTY WALL.<\/p>\n

4 ALL CONSTRUCT 1 ON SHALL COMPLY<\/p>\n

W\/ 6d NAILS<\/p>\n

I<\/p>\n

FRAMING<\/p>\n

WITH THE CURRENT UBC AND\/OR<\/p>\n

\u2014\u2014<\/p>\n

STATE \u00a2 LOCAL CODES<\/p>\n

SECTION B<\/p>\n

5S UPON COMPLETION CONTRACTOR<\/p>\n

SCALE 14=1-0O<\/p>\n

SHALL. REMOVE ALL DEBRIS AND<\/p>\n

Jill<\/p>\n

EXCESS MATL AND LEAVE ALL WORK<\/p>\n

A<\/p>\n

L<\/p>\n

AREAS BROOM- CLEAN<\/p>\n

z 2or UNDER eflicco<\/p>\n

6 REMOVE PRESENT FALSE RAFTER S<\/p>\n

AW KERF<\/p>\n

IN sTUCLO<\/p>\n

ran Het + colNERELLEH<\/p>\n

4CUT RIDGE BEAM AS INDICATED<\/p>\n

y<\/p>\n

FOR FLSHNG<\/p>\n

3PLY ROOFING<\/p>\n

7 CQT PRESENT 4×6 POST AT PROPER<\/p>\n

re<\/p>\n

mr 1<\/p>\n

HEIGHT 70 SUPPORT 4×10 CONT BEAM<\/p>\n

77<\/p>\n

\/l\/<\/p>\n

v<\/p>\n

8 CONNECT 4×10 BEAM TORDST Ss WITH<\/p>\n

GALY STRAPS AS INDICATED<\/p>\n

2×6 RAFTER S<\/p>\n

FRONT ELEVATION<\/p>\n

A WT OUT STOCCO E APPLY 2×6 LOR<\/p>\n

SCALE 4-1-0<\/p>\n

ONTO STOPS – 3 Kd NAILS PER STUD<\/p>\n

SECTION C<\/p>\n

10 SUPPORT RAFTERS AT LEDGER WITH<\/p>\n

SCALE 4 = |-O<\/p>\n

JOIST HANGERS<\/p>\n

I ALL FRAMING LOMBER SHALL RE<\/p>\n

CONST GRADE DF PLYWOOD SHEATHING<\/p>\n

12 FASCIA SHALL. BE RW D OR BETTER<\/p>\n

13. PANT ALL Expose Loop – 2 caste To<\/p>\n

24 GA 6T FLASHING<\/p>\n

Mager preseny<\/p>\n

3PLY HOTMOP BUILT-UP<\/p>\n

% PLYNOOD SHEATHING<\/p>\n

4 pEDRoCM Hall oHall. remaid oped \u00a9 Lividg<\/p>\n

SLOPE 4% 1?<\/p>\n

STEEL JOIST HANGER<\/p>\n

34 PLYWOOD EXT GR<\/p>\n

2<\/p>\n

x6 BLOCKING<\/p>\n

\u2014\u2014<\/p>\n

ROOM por LICHT \u00a2 AR REcLIREMENTE<\/p>\n

|<\/p>\n

24Gh 6T GRAVELSTOP<\/p>\n

2×6 LEDGER ~<\/p>\n

5 ROOF To BS 46 polos PER 100 \u00aba FEET<\/p>\n

TI \u2014<\/p>\n

Q<\/p>\n

coNpaees TYPE W 1 (1 Laver) – 25 bs<\/p>\n

colplr TYPE A<\/p>\n

(\u00ae Layees) – 3 bs.<\/p>\n

of 2X6 RAFTERS<\/p>\n

2×38 RW FASCIA<\/p>\n

–<\/p>\n

NP SOLID BRIDGING<\/p>\n

b=<\/p>\n

HOT Mop AepralT EacH ply -90 Ibs<\/p>\n

~T”<\/p>\n

boc<\/p>\n

1hxBrlccAh6T L<\/p>\n

HoT Mop aspralr (clirmace) wo lbs<\/p>\n

UNFINASHED<\/p>\n

4×10 CONT BEAM<\/p>\n

nd<\/p>\n

STRAP -2 SIDES<\/p>\n

CEILING<\/p>\n

W \u00e9 16d NAILS<\/p>\n

cravel (4! A) sem p 18s 4 400 Ibs<\/p>\n

slag #25 lbs.)<\/p>\n

4×4 DF er | |<\/p>\n

0<\/p>\n

y<\/p>\n

y<\/p>\n

i cal BE licen por<\/p>\n

COVER<\/p>\n

i<\/p>\n

| c<\/p>\n

Bh || 4s<\/p>\n

~<\/p>\n

T7<\/p>\n

+4<\/p>\n

4×6 LAG SCREWS<\/p>\n

\u00bb<\/p>\n

CTSK 2 PLUG<\/p>\n

NOTE<\/p>\n

AJOINING MANORS<\/p>\n

\/<\/p>\n

| PARTITION REMAINS<\/p>\n

AN [=a<\/p>\n

MW<\/p>\n

><\/p>\n

MOST BE DONE AT THE<\/p>\n

AC\u2122<\/p>\n

|<\/p>\n

Qo<\/p>\n

SAME TIMEF<\/p>\n

EXETING<\/p>\n

CONTINUOUS<\/p>\n

Al<\/p>\n

\u00a9<\/p>\n

4<\/p>\n

POST<\/p>\n

4×0 BEAM ABOVE<\/p>\n

1<\/p>\n

\u2014\u2014<\/p>\n

A<\/p>\n

\u2014\u2014\u2014\u2014<\/p>\n

_\u2014 \u2014 \u2014 \u2014 \u2014 \u2014<\/p>\n

\u2014<\/p>\n

ia<\/p>\n

LC<\/p>\n

New<\/p>\n

NEW 4 4 POST<\/p>\n

SEVILLE & PLAN<\/p>\n

4×4 POST<\/p>\n

LAGTO PRESENT WALL<\/p>\n

UPPER DECK ROOF – DESIGNED TO<\/p>\n

BE USABLE FDR FINISHED RM IN FUTUPE<\/p>\n

[20 mfe\u2014F\u2014\u2014) 64<\/p>\n

N64<\/p>\n

20<\/p>\n

NEW ROOF]<\/p>\n

y<\/p>\n

py<\/p>\n

PCM INC<\/p>\n

LINE<\/p>\n

[~NEW ROOF<\/p>\n

|<\/p>\n

\u2014l\u00ae<\/p>\n

BY C<\/p>\n

A<\/p>\n

LINE<\/p>\n

DRAWN<\/p>\n

FLOOR PLAN<\/p>\n

–<\/p>\n

APPROVE<\/p>\n

SCALE Wg=1-0<\/p>\n

EXISTING pce<\/p>\n

oan<\/p>\n

PCM INC<\/p>\n

PO BOX 2220 LAGUNA HILLS CA<\/p>\n

380-4616<\/p>\n

SECTION A<\/p>\n

SCALE 4-1-0<\/p>\n

LEISURE WORLD<\/p>\n

STANDARD PLAN<\/p>\n

21<\/p>\n

NUMBER 2!<\/p>\n

DRAWN FEB 17 1967<\/p>\n

REDRAWN JULY 30 |986<\/p>\n","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17584","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3221,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\nStandard Plan 021_Upper Deck Roof_5 Plan | Laguna Woods Village<\/title>\n<meta name=\"robots\" content=\"noindex, follow\" \/>\n<meta property=\"og:locale\" content=\"he_IL\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Standard Plan 021_Upper Deck Roof_5 Plan | Laguna Woods Village\" \/>\n<meta property=\"og:description\" content=\"CUT BEAM TO MATCH PRESENT OUT LOOKERS REMOVE PRESENT FALSE RAFTERS NOTES | DIMENSIONS HAVE PRE CIDENCE OVER SCALE 2 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT JOB SITE PRIGR TO ANY CONSTRUCTION a 3 CONTRACTOR 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