HomeMy WebLinkAboutSkybreak Monuments - 2.0 - Plans & Details V1D -
APPROVED
OAR 092&22
16'-0"
..6'-0"
4'-0"
4'-0"
8'-0"
TYR
a
rn
a
w
3
2.0
rn
w
STEM =
STEM =
4
-
4 —
3 —
—
—
-I -
�--
- -
-
-
-
L---------
-J
-
6"
STEM =
STEM =
F1
4'-0"
T-0"
a
a
TYP. AT
F
w
F
U)
(4) SIDES
- -
U)
�
rn
O
4'-0"
4'-0"
8'-0"
_.
16-0"
6'-0"-
FOUNDATION NOTES:
1. SOIL BEARING PRESSURE ASSUMED TO BE 1500 PSF -SANDY LOAM AND
CLAY. OTHER CONDITIONS MAY REQUIRE SPECIAL PROVISIONS IN
FOUNDATION DESIGN AND CONSTRUCTION.
FLOOR FRAMING NOTES:
2. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE
TREATED WOOD PER CODE.
3. USE (1) 2"x2"x3/16" PLATE WASHER AT EVERY ANCHOR BOLT LOCATION.
(NOTE: DO NOT COUNTER SINK ANY SIZE WASHERS INTO SOLE PLATE.)
PLAN NOTES: O
4. PROVIDE 1/2" DIAMETER X 10" ANCHOR BOLTS AT 32" ON CENTER AT ALL
PRESSURE TREATED PLATE LOCATIONS. INSTALL (2) BOLTS PER PLATE
AT 12" MAXIMUM AWAY FROM END OF PLATES OR END OF STEM WALL.
NOTE: FROM EXTERIOR EDGE OF STEM WALL - SET IN 2-3/4".
FOOTING SCHEDULE,&
MARK
I DEPTH
I WIDTH
COMMENTS
F1
I T - 0"
1 V - 8"
(2) #4 HORIZONTAL BARS
NOTE: ALL FOOTINGS71' UNLESS NOTED OTHERWISE
FLOOR PLAN GENERAL NOTES:
1. ALL EXTERIOR / BEARING WALLS 2X6 DF No.2 STUDS AT 16" ON CENTER.
2. PROVIDE CORROSION RESISTANT HEAD, JAMB AND SILL FLASHING PER
2018 CODE R703.4.
0 TOP OF PLATE = 10' 1-1/8" A.F.F
0 TOP OF PLATE = 8' 11-1/8" A.F.F
[� TOP OF PLATE = 7' 11-1/8" A.F.F
16'-0"
4'-0" 4'-0" 8'-0"
2X6 LEDGER (TYP.)- TTYP.
NOTE: TOP OF LEDGER =FLUSH WITH OP OF PLATE
-1
T--r--T--r-r -T-
2X6 RAFTERS
IAT 24" ON CENTERI
1 I I I I I
I I I I I I I
2X6 LE DGER (TYP.) -
NOTE: TOP OF LEDGER =
1/2" BOVE PLATE
Y1-1
6-0- . V-6"
ROAD WIDTH
---
1--4 - 1
L---_J 1
6"
F1
TYP. AT
(4) SIDES
6-0" V-6"
iP OF 10'-1 1/8" PLATE _
- 1 1/8" _
2"
TYP.
1/2" CHAMFER STRIP DRIP
EDGE (TYP. AT (4) SIDES)
2X6LEDGER-
NOTE: TOP OF LEDGER =
1/2" ABOVE PLATE
0 6-0-
53/4" CONCRETE CAP
WITH #4 BARS EACH
WAY AT 8" ON CENTER
7/16" ROOF SHEATHING
2X6LEDGER-
NOTE: TOP OF LEDGER =
FLUSH WITH TOP OF PLATE
2X6 RAFTER AT
24" ON CENTER
2X6 TIMBERSTRAND
STUDS AT 16" ON CENTER
- 7/16" SHEATHING (TYP.)
- MOON LIGHT ROUGH CUT
CULTURED STONE
VENEER (TYP.)
- MOISTURE / VAPOR
BARRIER (TYP.)
6" STEM WALL CENTERED OJB
4
2X6 SOLE PLATE WITH 1/2"
FOOTING -SEE DETAI2.0
DIAMETER ANCHOR BOLTS
(NOTE: TOP OF STEM WALL
AT 32" ON CENTER (MINIMUM
TOP OF SIDEWALK/CUR
(2) BOLTS PER PLATE)
TOP OF CURBNVALK
TOP OF CURBNOI,&
-
TOP OF FOOTING
77
TOP OF FOOIN
TG��
-1'-10" V
FOOTING - -- J
SEE DETAIL - — -
3 TYP. WALL SECTION
3 3/811 = 1'-01
6-0" I U-0- . V-6-
F1
TY. AT
(4) IDES
ROAD WIDTH
NOTE:
TOP OF "ALL" STEM WALLS =
TOP OF CURB UNLESS NOTED
OTHERWISE.
FOUNDATION PLAN
1 /4" = 1'-011
2X6 PRESSURE TREATED
SOLE PLATE WITH 1/2"
DIAMETER ANCHOR BOLTS AT
32" ON CENTER (MINIMUM (2) - TOP OF
BOLTS PER PLATE) -
6" CONCRETE STEM WALL
CENTERED ON FOOTING
WITH (2) #4 HORIZONTAL -
SEE PLAN -
'STOP OF FOOTING
c
FOOTING WITH
(2) #4 HORIZONTAL
TYP. STEM WALL
3/4" = 1'-01
IRC BRACED PANEL NOTATIONS
SIDES OF
EDGE
FIELD
BOTTOM PLATE
MARK
SHEATHING
WALL
FASTENERS
NAILING
NAILING
BLOCKING
TO RIM NAILING
8D NAILS
6" O.C.
12" O.C.
1
D
7/16" APA
1
YES
(2) 16d NAILS
RATED OSB
16 GA.
3" O.C.
12" O.C.
PER 16" BAY
STAPLES
6" 11' - 0"
ROAD WIDTH
DGER
FL� WITH TNOTE: TOP OP OF PLATE
ROAD WIDTH
V-6". 6-0"
F1
TYP. AT
(4) SIDES
V-6"I 6-0-
6' - 0" -
16'- 0"
-
8'-0"
4'-0"
4'-0"
TYR
3
w
w
2.0
F
F
4
STEM =
STEM -
_
—
—
3-0"
41"
o
F1
STEM =
STEM =
3'-0"
4'-0"
TYP. AT
a
'L
-
(4) SIDES
f
F
cn
U)
w
cn
w
U)
8'-0"
4'-0"
4'-0"
6'-0"
16'-0"
NOTE:
CAST -IN -PLACE 53/4" THICK
2X FRAMING TO BE REMOVED AFTER
CONCRETE SLAB/ROOF
CONCRETE CURE & BEFORE
EXTERIOR STONE IS APPLIED
DOUBLE 7/16" OSB DECKING
1/2" CHAMFER STRIP
DRIP EDGE SET IN 2"
-
(TYP. AT ALL SIDES)
TOP OF PLATE
2X8" FACE BOARD WITH 3"
2X6 RAFTER AT 24"
SCREW AT 12" ON CENTER
ON CENTER
2X6 FRAMING W/ (2) 16d
2X6 LEDGER
NAILS AT EACH STUD
2X STUDS AT 16"
7/16" OSB EXTERIOR
ON CENTER
SHEATHING
CAST -IN -PLACE DETAIL
3/411= 1'-01'
1.-6". U-0- 6'-0"
16'-0"
8'-0" 4'-0-
4'-0"
2X6 LEDGER P.)-
NOTE: TOP O LEDGER =
FLUSH WITH OP OF PLATE
X3-1
--T-- r-r--I--_r--r --T---T--r-�-- r--�--T-
I 2X6 RAFTERS I I_ I 2X6 RAFTERS I _) I _2X6 RAFTERS_) I_ I I 2X6 RAFTERS I I J
ff 24" ON CENTERI = �T 24" ON CENTERI I fT 24" ONi-CENTERI I I AT 24" ON CENTER
-- 1 -i-I 1-------- 1- 1--------- 1- I 1 -- 1 i i-i- --
I I I I I I I I I I I -- LJ L--
I I I I I I
-�-- -�-L--I--�--L --�-- ----L J--�-
4-
2X�DGER (TYP.) -
2X6 L TOP OF LEDGER =
T2" A OVE PLATE
1
1
4-
1 (Y2-1
2X6 LEDGER .)-
NOTE: TOP O LEDGER =
112" ABOVE PLATE
Y1-1
SKYBREAK-
ENTRY
MONUMENTS
PROJECTINFO:
LOT:
BLOCK:
SKYBREAK
SUBDIVISION
1�
DRAWN BY: RA
PLOT DATE: 9/8/2022 12:58:35 PM
MSTR DATE:
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FOR STRUCUTURAL
CALCULATIONS ONLY'
SHEET TITLE:
PLANS & DETAILS
PLAN VIEW & LATERAL
4)__ 1 /411 = 1'-0"
SHEET NUMBER:
2.0