HomeMy WebLinkAboutPLANS - 05-00139 - 578 Golden Willow Dr - New SFRE1
JOIST AND BEAM LIST
Plot ID
Length
NIND
(
�
n'
Rml
A
See Layout
11 7/8" TJI 110 joist
I
M1
5'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
ACCESSORIES LIST
4A15
1'
5/8" or 3/4" Backer Blocks
1
Rml
Fri
38'
11 7/8" TJI 110 joist
1
1
Pc2
34'
11 7/8" TJI 110 joist
1
1
Pc3
5' 10.75"
11 7/8" TJI 110 joist
1
Bkl
Rod
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSE
1
7
Bkl
1' 2.25"
Rml
1
18
Bkl*
2' 8"
11 7/8" TJI 110 Blocking Panels
1
1
Bk*, Random
length
blocking panel cuts
Bk, Blocking Panels; Rm, Rim Hoard; Pc, Parallel Closure
A39
A35
A36
A37
A36 A34
A38
A3
A3
-
.�I
S /i
BBO_
--
— —
(
n
Rml
(V
A4
Rml
Rml
Bkl
A21
-Nil
H1
A19
H2
m
A3
C��
�oG
�r;VGlr
Y
w
Wr
HANGER LIST - Simpson g -Tie Company, Inc.®
Plot ID qty Product Label Top Nails Face Nails Member Nails Notes
H1 3 IUT11 10-NIO 2-N10 (51
Hanger Notes:
(5) Backer Blocks Required
LEVEL NOTES
File Name: 59 -Big Horize042705.008
Level Name: Main Floor
Plotted: 5/9/2005 17:05
Design Status:
Main Floor... 5/9/2005 17:04
NOTE: Level design times indicated above pr
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 47
Lowest Rating: 29
Highest Rating: 54
Glued 6 Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 16"
*Unless noted otherwise
Scale: 1/4" a V
JOIST AND BEAM LIST
Plot ID
Length
Product
Plies
Qty
A
See Layout
11 7/8" TJI 110 joist
I
M1
5'
1 3/4" x 11 7/8" 1.9E Microllam LVL
1
1
ACCESSORIES LIST
Bbl
1'
5/8" or 3/4" Backer Blocks
1
6
Fri
38'
11 7/8" TJI 110 joist
1
1
Pc2
34'
11 7/8" TJI 110 joist
1
1
Pc3
5' 10.75"
11 7/8" TJI 110 joist
1
1
Rod
16'
1 1/4" x 11 7/8" 1.3E TimberStrand LSE
1
7
Bkl
1' 2.25"
11 7/8" TJI 110 Blocking Panels
1
18
Bkl*
2' 8"
11 7/8" TJI 110 Blocking Panels
1
1
Bk*, Random
length
blocking panel cuts
Bk, Blocking Panels; Rm, Rim Hoard; Pc, Parallel Closure
LEVEL NOTES
File Name: 59 -Big Horize042705.008
Level Name: Main Floor
Plotted: 5/9/2005 17:05
Design Status:
Main Floor... 5/9/2005 17:04
NOTE: Level design times indicated above pr
assurance for proper level stacking.
Design Methodology: ASD
Floor Area Loading Is:
40psf Live Load and 15 psf Dead Load
Maximum Joist Deflection:
L/480 Live Load
L/240 Total Load
TJ -Pro Rating Information:
Weighted Average: 47
Lowest Rating: 29
Highest Rating: 54
Glued 6 Nailed Decking is Required
Direct Applied Ceiling is Not Required
Floor Decking: 23/32" Panels (24" Span Rating)
Normal O.C. Spacing = 16"
*Unless noted otherwise
Scale: 1/4" a V
NOTE: CITY STANDARD
R(1R T1Rw rnuamnfrr..•ri.nr
DEPRESSED ACCESS
WITH LANDSCAPE STRIP
NOTE,
IF GRANULAR BORROW
BENEATH CURB NOT
SHOWN FOR CLARITY.
TOOLED RADIUS 2'R
STANDARD CURB AND GUTTER SECTION
I
1/4' TOOLED RADIUS DI1,
Cl
TI
.. —}sS•
w
•'4 �4 i
4 4i
�3'R,
2,_6•
DRIVEWAY CURB AND GUTTER SECTION
I
NOTE: USH WFI@7
EXISTING SIDEWALK
NEXT TO CURB 8c GUTTER
1/2' PREFORMED
BACKSIDE
DEPRESSED I'
LGPES FROM
pus DEPRESSED
TO NORMAL HEIGHT
`1.12 SLOPE
CURB AT FRONT `TRUNCATED DOME
OF ACCESS CUT DETECTABLE
FLUSH WITH WARNING PANEL
GUTTER
DEPRESSED ACCESS
RADIUS.
1/4'
2'
y NO. 4 REBAR 12. ON CENTER
BOTH WAYS
're
.i
'iI w
VALLEY GUTTER SECTION (NOSCALE) `6' OF CRUSH
CROSS DRAIN DETAIL
Lary
DRIVEWAY (LANDSCAPE STRIP)
R/W Line
(Commercial) -
3 +4 Rebars Evenly Spacad Sidewalk o
In NNon—Extruded Curb Var. `.
Notes (Residentlal does Landscape Strip See Note 3 e
not require rebar
reinforcement) Slop a As Re uired _1 4' Ft. f Slo a _� E'u
s�
ii
_ g
1:1z
=B4
e Note /1
mmerciol)
SERebor 18' on Center
au w(Reays
B Notes sidentlal does
not require rebar reinforcement)
COMMERCIAL & RESIDENTIAL DRIVEWAY
NOTES:
1. 12' of Granular Fill (see ISPWC Standard Specifications
Section 801 & 1802) shall be required under all
concrete. Any altemate depth including naturally occurring granular
base material encountered must be approved by the
City Engineer.
2. All concrete shall be cured with a curing
compound as specified in the Standard
Specifications or as directed by the
City Engineer. (See ISPWC Section 703)
3. Standard sidewalk width Is 5 foot w/ broom finish.
Standard slope is 1/4' per foot to street.
1:12 slope maximum
4. Place preformed expansion joint filler at
driveway construction and at maximum
spacing of 50 feet of sidewalk.
5. All concrete shall be a bag Portland cement.
With 3R to 5% entrained air.
S. Where curb & gutter is not present, asphalt must be sawcul to allow for
smooth transition.
ndAddm
CITY OF
REXBURG
cor—
Amerlca'sFamfly Cammunify
Pm' actNaasandAddsaa
CITY OF REXBURG
SIDEWALK CURB & GUTTER DRIVEWAY
STANDARD DETAILS
Walk I