HomeMy WebLinkAboutBLD2002-01139 - BLD Plot / Site Plans - 8/14/2002Li?jig. ,-Ciaio ELD2002-01l;
0
PROPERTY AND ("INNER
INFORMATION
DAVE AND \VALERIE SKlly,°'M' IRE
11219 5 17 ►TH E. AVE
BROKEN ARROY`l, OK
'74011
Pig OPE➢R."I r .111P! RESS
SOO E. MYSTIC CT.
SHELTON, 1/1A -S ,
9- 4. g144_
DIRECTIONS
P'E B HILL ROAV
LEFT ON HATCHERY' LAKE IRD.
LEFT TC ENCHANTMENT R it-AL°E
RIGHT C'° r��;,G TE 1 .' P,°:!;
FOLLOIl
BEACON I;f' `a,u'MAS.T/ S 1 =I 4S T
BUILDING SITE
150'
20°
eeo
PARKING PAD
SEPTIC, FIELD
\:"-SEPTIC RESERVE
i
SITE LAN
SCALE: 1" — 40°
SEE GEOTECHNVGA
FOR AGTLIA! SITE
ELEVATIONS
LINE OF BUILDING
SITE PERIMETER
AND EDGE OF
°Ns SLOPE
POWER, PHONE AND
WATER LINE
TYPICAL = ° STRUGTION DETAILS
UNLESS ' �'i '." D OTHERINISE
FLOOR POST AND BEAM DETAILS
Unless noted otherwise.
4 x10 DF BEAMS
4 X 4 DF POSTS @ 45" OG
GR055 BRACE POSTS OVER 24"
HIGH
POST SET ON ASPHALT ROOFING
AT PIERS
6 MIL POLY VAPOR BARRIER
EXTERIOR WALL
DETAILS
2x6 5413 DF STUDS
16" OG
1/16" HARDIPLANK
OVER 1/16 0543 or
T1-11 (SEE ELEVATION
FOR SIDING DETAIL)
6XS DF *2 * BTR HDRS
AT BRNG EXCEPT AT
120" DOORS WHERE
HDR 15 6x12
INTERIOR NALL
DETAILS
2x4 STUDS ® 16" OG
4x5 HDRS AT
BEARING
1/2" DRYWALL
EXCEPT 5/5" AT
FIRENALLS
ROOF PETALS
ALL ENGINEERED
TRUSSES TO MEET f*
SNOW LOAD
ALL TRUSSES COMMON
UNLESS NOTED
OTHERWISE
1/16" 0513 SHEATING
WITH FLY CLIPS
15* FELT
ROOFING TYPE A5
SHOWN AT FLAN
WOOD FLOOR
DETAILS
3/4" OSB T#G GLUED
AND NAILED
1 JOISTS A5
SPECIFIED AT FLOOR
DETAILS
ACTUAL 5FANS A5
SHOWN ON FLAN
INSULATION DETAIL
R-21 WALLS
R-30 FLOOR
R-35 AT CEILING AS
REQ'D BY CODE
CONCRETE SLAB -
INSTALL 24" INSULATION
PERIMETER AT ALL
HEATED AREAS
LUMBER DETAILS
STUDS WALLS *2 AND BTR DF
PLATE - *2 BTR HE
SILL PLATE - PRESSURE
TREATED
BEAMS- *2 Btr DF UNLESS GLB
OR VLB SPECIFIED
EXTERIOR SHEATHING - 7/16"
055 W/IYVEK
ROOF SHEATHING -1/16" 05B
IN/PLAY CLIPS
FLOOR SHEATHING - 3/4" T40
GOLD EDGE 05B GLUED/NAILED
EXTERIOR LAP SIDING - 1/16"
HARDIFLANK LAP SIDING WITH 6"
LAP
EXTERIOR PANELS - 7/16" LF
T1-11 SIDING OR 5/5" T1-11 WOOD
SIDING 5" GROOVE
SIDING MATERIALS SPECIFIED AT
ELEVATION PAGE
Deck Details (typ)
2x4 TK CEDAR RAILS AND
UPRIGHT SUPPORTS
2x2 CLEAR CEDAR BALUSTERS
NOT OVER 4" APART
5/4 x 4 or 6 REP CEDAR
DECKING
2x10 FT JOISTS *' 16" OG. MAX
SPAN 10' NOT TO EXGEED 15"
4 x 10 PT BEAM IAV 4x4 PT POSTS
• 5' OG N/BG44 AND GB44
36" HIGH RAILING REQUIRED IF
DECK OVER 30" ABOVE FINISHED
GRADE
STAIR DETAILS
MAX RISER HEIGHT
5"
MAX TREAD 10", MIN
TREAD 1"
36" MIN TREAD
WIDTH
2 1/2" GRIPPABLE
HANDRAIL
BALUSTERS NOT TO
EXCEED 4" SPACING
CONCRETE
CONCRETE
DRIVEWAY, GARAGE
SLAB, PATIOS AND
WALKS TO BE MIN
2500 PSI afn 25 days
ALL SLABS NOMINAL
4" THICKNESS
CONSTRUCTION DETAILS
SEISMIC ZONE 3:
HIND EXPOSURE "B" or "C"
A5 REQ'D BY LOCATION
CLIMATE ZONE 1
FROST LINE DEPTH - 12"
DESIGN SNOW LOAD 25*
P5F
1
1/S" = 1' UNLESS NOTE]' OTHERIAIISE
fm
CL
co
. O
N
E
co
0 M
O cp
co
r d'
w co
w oQ
00
Z
ws
CO (/)
PLAN
•
Page
9 6k
0
in PERM T
VERSION
14, 2002