RT<\/p>\n
Fw<\/p>\n
CE<\/p>\n
{8<\/p>\n
CE<\/p>\n
RI<\/p>\n
BR \u2019<\/p>\n
oF<\/p>\n
A<\/p>\n
1 DIMENSIONS HAVE PREFERENCE OVER SCALE<\/p>\n
2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS<\/p>\n
hy!<\/p>\n
JOB SITE<\/p>\n
AND CONDITIONS @ EACH<\/p>\n
3ALL PHASE<\/p>\n
OF CONSTRUCTION SHALL COMPLY<\/p>\n
WITH THE<\/p>\n
URRENT<\/p>\n
D OF OF THE UBC<\/p>\n
PROP COVER AREA<\/p>\n
YOR STATE AND LOCAL CODES<\/p>\n
4 ALL WOOD MEMBERS SHALL BE STAINED TO<\/p>\n
20-0<\/p>\n
MATCH EXISTING ALL METAL TO BE FLAT BLACK<\/p>\n
5 CONTRACTOR SHALL SECURE PAY FOR ALL<\/p>\n
PROP PATIO<\/p>\n
PERMITS REQD BY PCM AND ORANGE COUNTY \u00a7k<\/p>\n
AREA<\/p>\n
DEPT OF BUILDING \u00a5 SAFETY<\/p>\n
8 O<\/p>\n
6 UPON COMPLETION, THE CONTRACTOR SHALL<\/p>\n
REMOVE ALL DEBRIS AND EXCESS MATERIALS<\/p>\n
–\u2014–<\/p>\n
rE<\/p>\n
AND LEAVE ALL AREAS OF WORK BROOM CLEANY<\/p>\n
~~ ~<\/p>\n
7 PATIO COVER DESIGNED FOR LL=10 PSF DL=5PSH<\/p>\n
Ng<\/p>\n
5<\/p>\n
N<\/p>\n
IN FAVOR OF A<\/p>\n
il<\/p>\n
8LATTICE MAY BE OMMITED<\/p>\n
I<\/p>\n
LL<\/p>\n
Il<\/p>\n
SOLID ROOF<\/p>\n
34″ PLYWOOD W\/BUILT-UP<\/p>\n
1<\/p>\n
ROOFING<\/p>\n
EXTERIOR ELEVATIONS<\/p>\n
7-0 MIN<\/p>\n
sth<\/p>\n
>i<\/p>\n
|<\/p>\n
\u00bb<\/p>\n
9-0 MAX A<\/p>\n
1-0<\/p>\n
MIN<\/p>\n
|<\/p>\n
|<\/p>\n
=<\/p>\n
A<\/p>\n
2x RAFTER \u20ac 24 oc<\/p>\n
A _- SIMPSON H-3 CLIP ONE EA RAFTER<\/p>\n
| ALLOWABLE SPANS| HEADERS @24 oc<\/p>\n
4×6 HEADER\u2014\u2014<\/p>\n
SIZE SPACE SPAN<\/p>\n
4×4 50<\/p>\n
2×4<\/p>\n
24 oc<\/p>\n
9-6<\/p>\n
4×6 80<\/p>\n
J<\/p>\n
| 2×6 32 oc<\/p>\n
9-1<\/p>\n
4×3 110<\/p>\n
_<\/p>\n
JS\u2014\u2014<\/p>\n
J<\/p>\n
4×10 14 O<\/p>\n
4×4 POST 4 EA<\/p>\n
@ b or<\/p>\n
PROPOSED COVER<\/p>\n
–<\/p>\n
AREA<\/p>\n
\/<\/p>\n
|<\/p>\n
70 MIN<\/p>\n
\/<\/p>\n
|<\/p>\n
2×2 LATTICE CUT FROM 2x CLEAR<\/p>\n
\u2014<\/p>\n
\u2014<\/p>\n
fide P<\/p>\n
OST LOCATIONS<\/p>\n
REDWOGD<\/p>\n
!<\/p>\n
\/<\/p>\n
|<\/p>\n
BUILDING<\/p>\n
Tyo<\/p>\n
\u2014<\/p>\n
Say<\/p>\n
~<\/p>\n
3 4<\/p>\n
\/<\/p>\n
\/<\/p>\n
LINE<\/p>\n
VERTICAL FRAMING-STUD GRADE<\/p>\n
[00% CHR [NR I SN<\/p>\n
~~<\/p>\n
h<\/p>\n
OR BETTER<\/p>\n
ROCF PLAN<\/p>\n
HORIZONTAL FRAMING #2 DF-L<\/p>\n
ADDITIONAL SLAB<\/p>\n
\u00a2 COVER IN THESE<\/p>\n
OR BETTER<\/p>\n
AREAS OPTIONAL<\/p>\n
HIGH QUALITY REDWOOD<\/p>\n
I MAX OVERHANG<\/p>\n
EXISTING SLAB <\/p>\n
PREFERED<\/p>\n
33-0_MAX<\/p>\n
\/ 4 SLAB THICKNESS \u2014#<\/p>\n
_\u2014 7 YUAN<\/p>\n
12’x12″ FOOTINGS<\/p>\n
2xb ROOF TRUSS-SEE REV 4<\/p>\n
wa<\/p>\n
2×2 STRIPS \u20ac 4 oc<\/p>\n
4×6 HEADER<\/p>\n
\u2014 lod GALV<\/p>\n
a dx4 POST TYPICAL<\/p>\n
4 EACH<\/p>\n
SIMPSON _A35N<\/p>\n
2×6 RAFTER<\/p>\n
CLIP EA SIDE WITH<\/p>\n
BS EA RAFTER<\/p>\n
q”<\/p>\n
DRGH RIB To 4<\/p>\n
OPEN LATTICE PATIO<\/p>\n
TAB TO BTM OF<\/p>\n
T STRAP<\/p>\n
COVER<\/p>\n
FASCIA<\/p>\n
2×2 MIN FASCIA REQD<\/p>\n
SIMPSON “AB44 POST<\/p>\n
DETAIL 1<\/p>\n
2×4 KNEE<\/p>\n
4×4 POST<\/p>\n
CLIP W\/4-10d NAILS<\/p>\n
LAS FLORES PLAN 42<\/p>\n
BRACE W<\/p>\n
LEISURE WORLD<\/p>\n
SIMPSON<\/p>\n
STANDARD PLAN<\/p>\n
REVA<\/p>\n
2×4 TRUSS TAILS INLIEW OF 2×6 SHOWN ARE OK<\/p>\n
ST 2115 EA<\/p>\n
“n?<\/p>\n
BUT ALL OTHER DETAILS REMAIN<\/p>\n
NUMBER<\/p>\n
117<\/p>\n
ROOFLOAD-(35)(15)(2) =105% TRUSS M = (105)(2)+(16 hz)(2×2<)- 322N- 3864\"\n\nDETAIL\n\n2\n\n1\/4 @ x 2 RAMSET ICBO\n\nPROFESSIONAL COMM\n\nfra -3900\/3063=1273 Psi OK\n\nV=105 +(28)(2)(2) = 217\n\nsay 300M\n\n+168\n\nMANAGEMENT\n\nOK\n\n2- 3\/16 ax 22\n\n\" POWER\n\nFv=(15)(300)-5 25 = 86 PS]\n\nDRIVEN SHOT ANCHOR\n\nAPPROVED\n\nPCM\n\nINC\n\n380-4016\n\nA INCREASE 7 CANOPY TO 9 w=(T0 2) 1\/2) (15)1\/9) 83 3 pha hanoek or 66 7\/LF TRUSS TAIL\n\nDETAIL 3\n\nPO BOX 2220\n\n4546\n\nOR W=(2)(6C 7) =133% tall M-(133)(2) +1612) 3\") =379%- 45464 f\n\n3063\n\n\u201c1484 psc\n\nOK\n\nLAGUNA HILLS CA\n\nCE GUIDRY\n\n3-14-89\n\ni te\n\noN\n\n<\/p>\n","protected":false},"author":2,"featured_media":0,"template":"","document_category":[1080],"document_type":[53],"class_list":["post-17589","document","type-document","status-publish","hentry","document_category-standard-alteration-plans","document_type-other"],"acf":{"document":3124,"resolutions":null,"legacy_id":"","pdf_extracted_text":""},"yoast_head":"\n