HomeMy WebLinkAboutBP, CO & DOCS - 03-00013 - 930 & 935 Andrews Place - Two 4-Plex BuildingsNAME: C2 an ft Cil,`VL A . PERMIT#
FOR THE CONSTRUCTION OF: a\ 4 Pi t.A. f'_'' JOB ADDRESS: 'ThCU �� ` Wire&
GENERAL CONTRACTOR: J e t F U I CtilCft'i (',(11� - 1 1 �
This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the
City of Rexburg. It is specifically understood that this Permit does not allow any Variance to the regulations
of the City of Rexburg Building or Zoning Codes unless specifically approved by the City Council and
explained on the Building Permit Application as approved by the Building Ins;; tor.
Date Approved
, rL 1, \/2 ,) o O U D
CITY OF REXBURG
ISSUED TO:
Issued B
Building Inspector
THIS PERMIT MUST BE PROMINENTLY DISPLAYED AT THE BUILDING SITE
THE BUILDING MAY NOT BE OCCUPIED OR USEDWITHOUT FIRST OBTAINING A CERTIFICATE OF OCCUPANCY .
NOTICE
1) A complete set of approved drawings along with permit must be kept on the
premises during construction.
2) The permit will become null and void in the event of any deviation from the
accepted drawings.
3) No foundation, structural, electrical, nor plumbing work shall be concealed
without approval.
No work shall be done on any part of
the building beyond the point
indicated In each successive
Inspection without approval.. No
structural framework of any part of the
building or any underground work
shall be covered or concealed without
approval.
0
INSPECTION RECORD
BUILDING
1st Layout
2nd Footing
3rd Foundation
4th Truss
5th Framing
6th Drywall
7th Sidewalk
8th Final
9th Occupancy
ELECTRICAL
1st Groundwork
2nd Rough -in
3rd Final
PLUMBING
1st Trench
2nd Service Connection
3rd Rough -in
4th Heat Cable
5th Final
DATE
APPROVED
For Inspections Call 359 -3020
24 Hour Notice
A CERTIFICATE OF OCCUPANCY CAN NOT BE ISSUED PRIOR
TO FINAL ELECTRICAL & PLUMBING INSPECTIONS.
CERTIFICATE OF OCCUPANCY
City of Rexburg
Department of Building Inspection
Building Permit No. R- o3 -o3 -o6
Building Street Address: 93o/935 Andrews Place
Building Owner: J. W. Roylance Construction, Inc
Contractor: J. W. Roylance Construction, Inc
Description of building or portion of building for which this certificate is
issued:
Residential (Two Four Plexes)
Occupancy:
This Certificate issued rsuant to the requirements of Section 109 of the Uni f onn Building
Code, certifies at at t e time of issuance this build; or th at portion of tbe bu;ldi
� � f ng th at
was inspected on tbe date fisted was found to be in compliance with tbe requirements of tbe
code for the group and division of occupancy and the use for which the proposed occupancj
was cfassi ied.
Full
Date: August 20, 2003 (2:2 )
C.O. Issued by:
Building Official
There shall be no future change in the existing occupancy classification of the building nor shall
any structural changes, modifications or additions be made to the building or any portion thereof
until the Buil ' 0 ial has re ' wed and approved said future chan ges.
Water Department ire Department
State of Idaho Electrical De t - (208 - 366 -483o )
Merlin Webster
BUILD! G PERMIT APPLICATI N REXBURG, ID DATE
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT FOR THE WORK HEREIN INDICATED
OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS.
OWNER
VALUE
FEE PAID
BUILDING
INSPECTOR
BUILDER
STRUCTURE:
O RESIDENCE
FOOTINGS
13 CONCRETE
O MASONRY
O OTHER
aNEW
❑ COMM.
REMARKS: ... 1.)
DEPARTMENT OF BUILDING & ZONING
JOB ADDRESS
ARCHITECT
❑ REMODEL 0 ADDITION
O EDUCATIONAL Q GOVT Q RELIGIOUS
0 CASH
0 CHECK
DESIGNER
0 RENEWAL Q FIRE DAMAGE
O FENCE 0 PATIO O CARPORT Q GARAGE 0 AWNING
Q REPAIR
FOUNDATION
Q CONCRETE
Q MASONRY
O OTHER
BASEMENT
Q PARTIAL
Q FULL
Q NO
FLOORS
Q WOOD
0 CONCRETE
Q OTHER
EXT. WALLS
O WOOD
O MASONRY '
0 CONCRETE
O VENEER
O METAL
O STUCCO
INT. WALLS
0 WOOD
O MASONRY
O CONCRETE
O DRYWALL
O PLASTER
O TILE
CEILING
0 WOOD
0 DRYWALL
Q PLASTER
O TILE
O ACOUSTIC
Q OPEN
ROOF
O BUILT UR
O WOOD SH.
O COMP. SH.
O TILE
O ROLL ROOF.
O METAL
HEAT
Q GAS
CI OIL
O COAL
O FIREPLACE
ELECTRIC
This permit is issued subject to the regulations contained in the Uniform Building Code and Zoning Regulations of Rexburg, and it is
that the work to be done as shown in the plans and specifications will be completed in accordance with
pertaining and applicable thereto: The issuance of the permit does not waive restrictive covenants.
DATE
APPLICANT
ADDRESS
PHONE
WHITE-Owner's Copy CANARY - Building Department's Copy PINK-Assessor's Copy GOLDENROD- Inspector
INSULATED
0 WALLS
O CEILING
Q FLOORS
Q PFdiIMETER
APPLICATION FOR BUILDING PERMIT
CITY OF REXBURG, IDAHO
Date of Application
OWNER
Name i Co 1S
Site Address
Mailing Address ) g 7 / ��, " O f
City /State /Zip _ pne4 fi a 1 .� 0,17 /
Telephone/Fax/Mobile ..,l 11-0t2
CONTRACTOR
Name
Mailing Address
City /State /Zip
Telephone/Fax/Mobile
PROJECT INFORMATION
Property Zone: Is existing use compatible with zoning, (screening parking, etc)
When was this building last occupied
Architect/ Engineer Firm
Subdivision
Circle One
Circle One New House Addition/Remodel to House Commercial Commercial Remodel
Signature of Applicant
Signature of Inspector
rL
Residential Co rhereial Educational
Circle One Basement:�Tox
DEPARTMENT APPROVAL
an Name
Permit No. 09 (J? — 1 J P
Lot Sde (o Block
Government Remodel Other
Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A
Lot Square Footage . C ? az.e.- • L S Ge. Lot Width
Square Feet 3 2 0 o -, - Garage Square Feet AI , 4. Number of Stories Height of Building
eS
What will structure be used for: Home Home Business Apartment C mmercial Other
Will there be an apartment? If so, how many units
Total Estimated Cost .�/rAt Are you in a flood plain
37
Code Building Permit Fees 2 ,6"a a .
Zone Plan Check Fees
Plumbing Permit Fees 2 0. O0
Building Type
PAID
MAR 1 3 2003
CITY OF REXBURG
Digging Permit Fees
Water & Sewer Fees . 1p n ?. 00
Front Footage Fee
TOTAL $ c 10
Issued by
Rough Plumbing
Septic Tank
Fixtures
Water Piping
Complete
Sewer
Bath Tubs
Urinal
Showers
Sink Trap
Laundry Trays
Water Heater
Wash Basin
Other
Toilet
Slop Sinks
Kitchen Sinks
Floor Drain
Drinking Fountains
Lawn Sprinklers
Water Softeners
Dish Washing Mach.
Clothes Washer
PLUMBER
Name.
Address Tel.
Lot Bik. Add.
Name
Address Tel.
CITY OF REXBURG
APPLICATION FOR PLUMBING PERMIT
OWNER FEES
NATURE OF INSTALLATION
Use
DESCRIPTION OF WORK
Plumbing Permit
Sewer Inspection
Inspection of Pipe
Inspection of Fixtures $
$ C>
$ ,
TOTAL $
Received: Date '" / 49
By
J
1
Rough Plumbing
Sewer
Other
Finish Plumbing
INSPECTOR'S RECORD
N i
PAID
MAR 13 2003
CITY BURG
INSP.. NAME
REQUEST FOR A CONDITIONAL BUILDING PERMIT
FOR PARTIAL BUILDING CONSTRUCTION
TO: Building Official for the City of Rexburg
Pursuant to the provisions of the Uniform Building Code, the undersigned requests that a
building permit be issued for:
Footings and Foundations only at:
S. W. Roylance Const
930 & 935 Andrews Place
Rexburg, Idaho 83440
Acknowledgment is made that the plans for the complex are not complete and that final
approval of the building will not be given until the final plans have been approved. We
recognize that proceeding with partial construction at this time is entirely at the risk of the
Architect/Owner with there being no assurance that the final Certificate of Occupancy for the
entire building or structure will be granted.
We further absolve the City of Rexburg and officers and employees thereof, of all responsibility
for the issuance of a partial permit and further agree that any work performed under this permit
will be removed or otherwise corrected to be in accord with the requirements of the final
approved plans when a permit for the entire building or structure is finally granted.
Dated this 03` Day of January, 2003.
Approved: 3 February 2003
CITY OF c )(BURG
By
o n Mill
W. Roylance
Owner
Des gn
intelligence, LLC
Structural Engineering
3685 W Hwy 33
Rexburg, Idaho 83440
Date: March 10, 2003
To: Val Christensen
Rexburg City Plan Reviewer
Please call me if you have any questions.
Respectfully,
Scott A Spaulding, P.E.
1
Call: (208) 359 -1461
FAX: (208) 359 -0740
Subject: Roylance Apartments
Dear Mr. Christensen,
The following requirements shall be applied to the subject structure:
1. Pony walls shall be sheathed and nailed as required for First Floor shear walls. See Structural
dwgs.
2. All walls between units shall be constructed as one hour fire rated assemblies.
3. Fire wall shall be constructed from crawl space to roof.
4. Drywall on First Floor ceilings shall be (2) layers of 5/8" Type X sheet rock over sound channel
5. Second Floor ceiling shall be constructed of one layer 5/8" Type X sheet rock to form one hour
ceiling.
6. All penetrations in firewalls shall be caulked with approved fire rated caulking to maintain the
integrity of the one hour firewall.
7. All floors between units shall be insulated with R -19 fiberglass batt insulation, or equal.
8. All bedrooms shall have egress windows and smoke alarms in compliance with the International
Building Code 2000.
9. Bathroom walls shall have 1/2" water resistant gyp board (green board) where exposed to water.
10. All first floor apartments shall be accessible "Type B" units.
11. Bathrooms in accessible units shall have backing/reinforcing for toilet and tub handicap grab bars.
12. Exterior door thresholds to be maximum 1/2" rise per Fair Housing.
13. All electrical and plumbing shall be installed per Fair Housing.
3 /fo /a 3
Designed By • Scott
Spaulding, P.E.
Checked By:
Date.t;11
Date:
Date: March 10, 2003
Subject: Roylance Apartments
Customer: Jason Roylance
This analysis uses the Design Criteria required by the local jurisdiction and the IBC 2000 as the basis for the
calculations.
Materials:
Dimensional Lumber — NDS 1997 design values
Concrete: 2500 psi @ 28 days
Reinforcing Steel - #4 and smaller Grade 40, #5 and larger Grade 60
Assumptions:
IBC 2000 — Foundations designed for Max Brg Pressure of 1500 psf
Design Loads:
Roof Live Load (min) — 20 psf during construction
Ground Snow load = 50 psf,
Roof Snow load= 35 psf
Snow Load Importance Factor - 1.0
Snow Exposure Factor — 0.9
Wind = 90 mph, Exposure B
Wind Importance Factor — 1.0
Wind Exposure = B
Seismic Design Category — D1
Seismic Use Group - 1
References:
IBC 2000
Customer Drawings
TrusJoist MacMillian Design Guides
Summary:
All beam sizes and footing sizes are noted on the drawings.
These calculations and included details are for
this location and customer only and not to be
reused in any manner without the written
consent of Design Intelligence.
Design Intelligence, LLC
Engineering Calculations Summary
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
ROYLANCE APARTMENTS 3/10/2003
REXBURG, IDAHO
Design Parameters
Snow Load:
Snow Loads
Roof Pitch
Roof Pitch
Roof Pitch
Roof Pitch
Roof Pitch
Wind
Design Wind Speed
Importance Factor
Exposure
Simplified Method
Horizontal Loads
Transverse
< 5:12
5:12
> 5:12
Longitudinal
Vertical Loads
Transverse
< 5:12
5:12
> 5:12
Longitudinal
Transverse
<5:12
5:12
> 5:12
Rise
End Zone
Wall
12.8
17.8
14.4
12.8
End Zone
Windward
Roof
-15.4
-15.4
5.6
-15.4
1E
9.8
12.1
10.7
Roof
- 6.7
-4.7
9.9
-6.7
Leeward
Roof
- 8.8
-10.7
- 8.8
-8.8
Maximum Horizontal Wall Loads
4E
-7.5
-10.1
- 8.1
35 psf
Section 1609.6
Applicable loads are shown in bold letters.
Wall
8.5
11.9
11.5
8.5
Windward
Roof
-10.7
-10.7
4.8
-10.7
Zone
1
7.2
8.8
9.1
Interior Zone
Roof
-4
-2.6
7.9
-4
Interior Zone
Leeward
Roof
- 6.8
-8.1
- 7.5
-6.8
4
- 5.8
-7.5
Use
psf
psf
32.5 psf
31.2 I psf
29.9
27.6
25.6
End Zone
-21.6
-21.6
-5.1
-21.6
- 6.8
psf
psf
psf
Winward Overhang
-16.9
-16.9
-5.8
-16.9
Interior Zone
Page 1
Longitudinal
9.8
-7.5
7.2
-5.8
Component and Cladding Design Wind Pressures - Table 1609.6.2.1(2)
Roof
Zone
Area
< 5:12
5:12
> 5:12
1
10
10
-14.6
10
-13.3
13.3
-14.6
1
20
10
-14.2
10
-13
13
-13.8
1
50
10
-13.7
10
-12.5
12.5
-12.8
1
100
10
-13.3
10
-12.1
12.1
-12.1
2
10
10
-24.4
10
-28.2
13.3
-17
2
20
10
-21.8
10
-25.6
13
-16.3
2
50
10
-18.4
10
-22.1
12.5
-15.3
2
100
10
-15.8
10
-19.5
12.1
-14.6
3
10
10
-36.8
10
-28.2
13.3
-17
3
20
10
-30.5
10
-25.6
13
-16.3
3
50
10
-22.1
10
-22.1
12.5
-15.3
3
100
10
-15.8
10
-19.5
12.1
-14.6
Wall
4
10
14.6
-15.8
4
20
13.9
-15.1
4
50
13
-14.3
4
100
12.4
-13.6
5
10
14.6
-19.5
5
20
13.9
-18.2
5
50
13
-16.5
5
100
12.4
-15.1
Roof Overhang Component and Cladding Design Wind Pressures - Table 1609.6.2.1(3)
Zone
Area
< 5:12
5:12
> 5:12
2
10
-21
-27.2
-24.7
2
20
-20.6
-27.2
-24
2
50
-20.1
-27.2
-23
2
100
-19.8
-27.2
-22.2
3
10
-34.6
-45.7
-24.7
3
20
-27.1
-40.5
-24
3
50
-17.3
-33.6
-23
3
100
-10
-28.4
-22.2
1609.6.2.1(4) Height and Exposure Adjustment Coefficient =
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
ROYLANCE APARTMENTS 3/10/2003
REXBURG, IDAHO
Page 2
• Deign Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
Seismic
Reference Code - IBC 2000 Values for Ss, S1, Fa and Fv are taken
1615.1.2.(1)
1615.1.2(2)
1615.1
1615.1
Site Class A - Hard Rock
Site Class B - Dense Soil or Soft Rock
Site Class C - Stiff Soil
e.
SMS = FaSs
SM1 = FvS1
SDS = 2/3 *SMS
SDI = 2 /3 *SMI
A
0.40864
0.13152
0.273789
0.088118
0.5108
0.1644
0.342236
0.110148
Site Class
1615.1.2
1615.1.2
Design Spectr
1615.1.3
1616.2 Seismic Use Grou
roup i „ .Non- E ssent a
Seismic Response Coefficient
1617.6 (Table 1617.6) Response Modification Factor R =
1616.2 (Table 1604.5) Occupancy Importance Factor I =
Basic Fundamental Perio
Building Height
Site Class
Cs = SDS /(R /I) =
Max Cs = SDI /(R /I)T =
Fa
Fv
Steel Moment Resisting Frame
Ss 0.511 g
Reinforced Concrete Moment Resisting Frame
All Other Building Systems
Min Cs = 0.044SDS *I =
SI 0.164 g
ft
Approximate Fundamental Period
Ta = Ct *hn ^3/4 = 26 sec
Design Seismic Response Coefficient
ROYLANCE APARTMENTS 3/10/2003
REXBURG, IDAHO
from Code Control CD using Zip Code
1616.3 Seismic Design Category
Table 1616.3(1)
Table 1616.3(2)
C t
0.035
0.03
0.02
Table 1617.4.2 Cu =
0.0456
0.0038
0.0120
Rigid Bldg
B
0.0570
0.0048
0.0151
Page 3
C
Fa
0.8
1
1.2
0.0684
0.0081
0.0181
Fv
0.8
1
1.7
2
Deign Intelligence, LLC ROYLANCE APARTMENTS 3/10/2003
3685 W Hwy 33 REXBURG, IDAHO
Rexburg, Idaho 83440
Site Class
Cs =
A
1617.4.1 Equiv Lateral Force Method V = CsW =
1617.5.1 Simplified Approach
Determine Method of Seismic Analysis
Light Framing Construction Criteria
2308.2.1 Building stories
2308.2.3.2 Floor
2308.2.3.3 Gro
2308.2.4 Wind s
2308.2.5 Truss
161
V = 1.2 *(SDS /R) *W =
2308.2.2 Bearing wall floor to floor height
2308.2.3.1 Aver
6.6.1 Simplified Analysis Requirements
Building may use Simplified Analysis Method
B
0.0120 0.0151
1. Does Building meet Tight frame construction criteria ?
2. Is building of any other construction with flexible diaphragms at
every level as defined in section 1602 ?
stories YES
ft YES
psf YES
psf YES
50 psf YES
90 mph YES
ft YES
Page 4
C
0.0181 .
0:0199: 1N
0.09035 W
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
ROYLANCE APARTMENTS 3/10/2003
REXBURG, IDAHO
Type Fb psi Fv psi E psi
LVL 2600
GLB
DF
Beam 1
Type
LVL
Span =
Loads
Snow
Live Load
Moment
Section Width =
Section Depth =
Total =
2400
190 1800000
Floor Support
Fb psi
260(
Tributary Area = 13 ft
Dead Load 15 psf
Live Load Moment =
Dead Load Moment =
Section Modulus Required
Section Modulus Provided =
Moment of Ineritia Provided =
Deflection
Live Load =
Dead Load =
Horizontal Shear
fv = 155
1300 95 1900000
Fv psi
psf
Q psf
9360
3510
0.02
0.10
0.12
psi
285 1900000
E psi
85 1900000
lb-ft
lb-ft
82.3
488.4
in.
in.
in.
OK
FV = 285 psi Allowable
Point Load = 0 Ibs
Uniform Load =
59.40
in3
in4
L/360
L/240
112320
42120
in3
0.40
0.6
Use 3.5 X
lb-in
lb-in
in.
in.
0 Ibs /ft
520 Ibs /ft
195 Ibs /ft
OK
OK
OK
11.875 LVL
Reaction = 4290
Ibs
Page 1
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
ROYLANCE APARTMENTS 3/10/2003
REXBURG, IDAHO
Type
LVL
GLB
DF
Beam 2
Span =
Tributary Area =
Loads
Snow
Live Load
Dead Load`,
Moment
Live Load Moment =
Dead Load Moment =
Section Modulus Required =
Section Width = 75' in.
Section Depth = � 11.8 5 in.
Section Modulus Provided = 41.1
Moment of Ineritia Provided = 244.2
Deflection
Total =
fv =
FV =
Fb psi
2600
2400
1300
Floor Support
Live Load =
Dead Load =
Horizontal Shear
167
285
Fv psi
285
190
95
0 psf
0 psf
5 psf
945 lb-ft
2520 lb-ft
0.01 in
0.00 in.
0.02 in.
psi OK
psi
E psi
1900000
1800000
1900000
Allowable
Use
Point Load = 0_ Ibs
Uniform Load =
15.99
in3
in4
L/360
L/240
1.75
30240
11340
in3
0.20
0.3
X
lb-in
lb-in
in.
Reaction =
11.875
0 Ibs /ft
560
210
Ibs /ft
Ibs /ft
OK
OK
OK
2310
LVL
Ibs
Page 2
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
ROYLANCE APARTMENTS
REXBURG, IDAHO
Spread Footing Design Values
Allowable Soil Bearing Pressure =
Min Reinforcing Factor =
Concrete Strength @ 28 days
Steel Reinforcing (fy) =
Ridge Beam Support - F1
Reinforcing for Long Direction
Reinforcing for Short Direction
Description
V=
Qmax = V /BL(1 +6e /L) =
Qmin = V /BL(1 -6e /L) =
Use
Calculated Minimum Reinforcing =
Rebar Size =
Use
Use
Rebar Size =
Use
Vertical
21000
15 ft. Wide X
22
4
#4
6
Ibs
450
250
Area =
#4
ft. Wide X
Calculated Minimum Reinforcing =
Area =
#4
Moment
e =MN
psf
psf
12
4.32
0.2
8.29
12
1.152
0.2
8.40
1500 psf
0.002
2500! psi
0000 psi
0.7143
in *in
in *in
in O.C.
in *in
in *in
in. O.C.
in. Deep Footing
in. Deep Footing
Page 1
3/10/2003
Design Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
Wind Load =
Roof Height =
Wall Height =
Length of Long Wall =
Shear Wall Length
Long WaII Length
Short Wall Length
Width Length Load
Seismic Multiplier = 0.09
Weight
Seismic Analysis
Roof Dead Load
Wall Dead Load
Length
44376
Weight
21600
Shear Wall Analysis - Second Floor
Area at Mid Height of Wall =
Seismic Force @ Mid Height of Wall
Shear Wall Length
ROYLANCE APARTMENTS
REXBURG, IDAHO
1.6 psf
8.33 ft
9 ft
40 ft
513 ft ^2
Wind Force = 11085 Ibs
4` ft
Shear /ft in Wall @ Mid Height 150 Ibs /ft
Provide 1/2" APA rated sheathing with 8d nails @ 6" o.c.
at panel edges and 12" o.c. in the field. Blocking is Req'd.
Shear per ft in Wall @ Mid Height 80 Ibs /ft OK
Provide 1/2" APA rated sheathing with 8d nails @ 6" o c.
at panel edges and 12" o.c. in the field. Blocking is Req'd.
Page 1
3/10/2003
• Depign Intelligence, LLC
3685 W Hwy 33
Rexburg, Idaho 83440
ROYLANCE APARTMENTS
REXBURG, IDAHO
Shear Wall Analysis - First Floor
Roof Height =
Wall Height =
Length of L
Area at Mid Height of Wall =
.33 ft
27 ft (applies load at mid height of first floor)
Wind Force =
Shear Wall Length
Shear /ft in Wall @ Mid Height
18861 Ibs
4'!
255
Provide 1/2" APA rated sheathing with 8d nails @ 4" o c.
at panel edges and 12" o.c. in the field. Blocking is Req'd.
Ibs /ft
Page 2
3/10/2003
Co W� _
Floor Joists
A. TJ- Beam(TM) 6.02 Serial umber: 7002 081 8 9 1/2" TJ I® /Pro(TM) -150 @ 16" o/c
User: 2 3/10/2003 7:29:29 AM
Page 1 Engine Version: 1.2.1
THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
LOADS:
Analysis is for a Joist Member.
Primary Load Group - Residential - Living Areas (psf): 40.0 Live at 100 % duration, 12.0 Dead
SUPPORTS:
Input
Width
1 Stud wall 3.50"
2 Stud wall 3.50"
Bearing
Length
2.25"
2.25"
Vertical Reactions (Ibs)
Live/Dead/Uplift/Total
356/107/0/462
356/107/0/462
-See TJ SPECIFIER'S / BUILDERS GUIDE for detail(s): A3: Rim Board
DESIGN CONTROLS:
Shear (lbs)
Vertical Reaction (lbs)
Moment (Ft -Lbs)
Live Load Defl (in)
Total Load Defl (in)
TJPro
PROJECT INFORMATION:
Roylance Apartments
Maximum
448
448
1446
Design
-442
448
1446
0.187
0.243
41
Control
1120
1016
2839
0.323
0.646
30
Copyright e 2001 by Trus Joist, a Weyerhaeuser Business
TJI® and TJ -Beam® are registered trademarks of Trus Joist.
e -I Joist"', Pro'" and TJ -Pro' are trademarks of Trus Joist.
Control
Passed (39 %)
Passed (44 %)
Passed (51%)
Passed (L/830)
Passed (U638)
Passed
13'4"
Product Diagram is Conceptual.
Detail Other
EI
A3: Rim Board 1 Ply 1 1/4" 0.8E TJ- Strand Rim Board®
A3: Rim Board 1 Ply 1 1/4" 0.8E TJ- Strand Rim Board®
Location
Rt. end Span 1 under Floor loading
Bearing 2 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
MID Span 1 under Floor loading
Span 1
- Deflection Criteria: STANDARD(LL:U480,TL:U240).
- Allowable moment was increased for repetitive member usage.
- Deflection analysis is based on composite action with single layer of 19/32 ", 5/8" Panels (20" Span Rating) GLUED & NAILED wood decking.
- Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of
lateral bracing is required to achieve member stability.
TJ -Pro RATING SYSTEM
-The TJ -Pro Rating System value provides additional floor performance information and is based on a GLUED & NAILED 19/32 ", 5/8" Panels (20" Span
Rating) decking. The controlling span is supported by walls. Additional considerations for this rating include: Ceiling - None. A structural analysis of
the deck has not been performed by the program. Comparison Value: 1.36
ADDITIONAL NOTES:
- IMPORTANT! The analysis presented is output from software developed by Trus Joist (TJ). TJ warrants the sizing of its products by this software will
be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, input design loads,
and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate.
-Not all products are readily available. Check with your supplier or TJ technical representative for product availability.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
- Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above.
OPERATOR INFORMATION:
Scott Spaudling
Design Intelligence, LLC
3685 West Hwy 33
Rexburg, Idaho 83440
Phone : 208-359-1461
Fax : 208-359-0740
designintel @msn.com
lAtf Floor Joists
( TM ) 6.02 Serial NumAWbeer:70002 008118s
TJ -Beam 9 1/2" TJI® /Pro(TM) -150 @ 16" o/c
Number 70208118
User: 2 3/10/2003 7:29:30 AM
Page2 Engine Version: 1.2.1 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Group: Primary Load Group
12' 11.00
Max. Vertical Reaction Total (lbs) 462 462
Max. Vertical Reaction Live (lbs) 356 356
Selected Bearing Length (in) 2.25(W) 2.25(W)
Max. Unbraced Length (in) 32
Loading on all spans, LDF = 1.00 , Dead + Floor
Design Shear (lbs) 442 -442
Max Shear (lbs) 448 -448
Member Reaction (lbs) 448 448
Support Reaction (lbs) 462 462
Moment (Ft -Lbs) 1446
Live Deflection (in) 0.187
Total Deflection (in) 0.243
Loading on all spans, LDF 0.90 , Dead Only
Design Shear (lbs) 102 -102
Max Shear (lbs) 103 -103
Member Reaction (lbs) 103 103
Support Reaction (lbs) 107 107
Moment (Ft -Lbs) 334
PROJECT INFORMATION:
Roylance Apartments
Copyright ® 2001 by Trus Joist, a Weyerhaeuser Business
TJI® and TJ -Beam® are registered trademarks of Trus Joist.
e -I Joist',Pro' and TJ -Pro' are trademarks of Trus Joist.
OPERATOR INFORMATION:
Scott Spaudling
Design Intelligence, LLC
3685 West Hwy 33
Rexburg, Idaho 83440
Phone : 208 - 359 -1461
Fax :208- 359 -0740
designintel @msn.com
!RR/GA TION WATER RIGHTS
It has been determined that the property included in this subdivision plat is not within an assessing Irrigation District. Lots
within this subdivision will not receive an irrigation water right.
PLANNING AND ZONING APPRO VAL
The accompanying subdivision plat was reviewed and approved by the Planning and Zoning Commission of the City of Rexburg,
Idaho, this day of , 2002.
CITY'S ACCEPTANCE
The foregoing plat was duly accepted and approved by the City Council of Rexburg, Idaho by resolution adopted this
day of , 2002.
Mayor
City Engineer
HEALTH DEPARTMENT CERTIFICATE
I hereby certify that sanitary restrictions required i v Idaho Code Title 5C Chapter
and this plat is hereby approved for recording by filing of this certificate herewith.
0/STRICT 7 STATE BOARD OF HEALTH
Date:
Parcel Number(s)
Planning and Zoning Administrator
City Clerk
City Surveyor
Environmental Health Specialist
TREASURER'S AND ASSESSOR'S CERTIFICATE
We, the undersigned County_ Treasurer and County Assessor in and for the County of Madison, State of Idaho, having reviewed
this plat per the requirements of Idaho Code 50.1308, do hereby certify that all County taxes for the property shown and
described on this plat as being subdivided, are current.
Madison County Assessor Madison County Treasurer
Date
73 Section 50-7325 have been satisfied
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Beginning at
right-of-way
Range 39 E.
Madison Cot.
525.90 feet
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long chord t
thence lea vii
line of U.S.
thence to the
Rexburg Acr
BEGINNING.
CONTAININL
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hereafter kat
dedicate to
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are eligible to
lots.
IN WITNESS
MRA Enterpr;
Mark R. Andr
ACKNC
STATE
County of
On this
appeared Mar
Enterprises, 1:
me that heer
IN WITNESS t
Notary Public
Residing at_
Commission E
SURVE
I, Robert Jon R
the Boundary
shown hereon.
STATE OF IDA
CERTIFICATE,