HomeMy WebLinkAboutCO, MULT DOCS - 04-00146 - Tuscany Place Apartments - Bldg 1 & 2b CITY OF
a : ° REXBLIR
a 'gg eu ��w MMEMA5 FAMLY COMMUNITY
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
0400146
International Building Code :2000
440 S 2nd W
\ 4-7—
Type V, 1 Hour
Young Womens Student Housing
Yes
Name and Address of Owner: Exchange 04 -2386 Llc
P O Box 580
Rexburg, ID 83440
Contractor: Sainbury Construction Co Inc
Special Conditions:
Occupancy: Residential, hotels, apartments, more than 10 persons
This Certificate, issued pursuant to the requirements of Section 109 of the Intemational Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
was inspected on the date listed vies found to be in compliance with the requirements of the code
for the group and division of occupancy and the use for which the proposed occupancy wes
classified.
Date C.O. Issued: April 28, 20DW1:17PM)
C.O Issued by:
Building Official
There shall be no further change in the e:asting occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and approved
said future changes.
Water Department:
CERTIFICATE OF OCCUPANCY
City of Rexburg
Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
Fire Department:
State of Idaho Electrical Department (208- 356 - 4830):
APPLICATION FOR BUILDING PERMIT
CITY OF RE"URG, IDAHO
Date of Application `" Z o _ O C4 Permit No. b 'C 0
OWNER
Site
Mail
City /State/Zip L A RO
Telephone/Fax/Mobile 00025 ^ � �/ -- y5 /d
CONT
Name
Mailin
City /State/Zip D4p t G4L��� !� f
Telephone/Fax/Nlobile CD (0 e� " 6;4 9 — 4 1 S�C�
PROJECT INFORMATION DEPARTMENT APPROVAL
Property Zone: O I? - Z- - Ys existing use compatible with zoning, (screening parking, etc)
When was this building last occupied
Architect/ Engineer Firm fP CIE7 ! C t Plan Name
Subdivision CX* 6 , cevr0 cC Lot Block
C ircle One Residential Commerci Educational Government Remodel Other
Circle One New House Addition/Remodel to House cILqw Commerci Commercial Remodel
• o
Circle One Basemen n Finished / Unfinished Other: None/ Patio/ Carport/ Awning N/A
Lot Square Footage Lot Width
Main Level Square Feet yS Upstairs Square Feet asement Square Feet
Garage Square Feet Number of Sto ries �� Height of Building j. ' a jc�
What will structure be used for: Home Home Business en Commercial Other
Will there be an apartment? tC If so, how many units
Total Estimated Building Value,, Are you in a flood plain
Signature of
Code Building Permit Fees
Zone Plan Check Fees
Building Type
Commercial Building Plumbing bid
Commercial Building HVAC bid
Commercial Building Square footage
Plumbing Permit Fees
Digging Permit Fees
Water & Sewer Fees
Front Footage Fee_
(Parks, Fire, and Police) Impact Fees
TOTAL
Signature of Inspector
Issued by
Oy -0014U
A \ ARCS
COMMERCIAL MORTGAGE CO., L.P.
April 29, 2005
Mr. Kurt Hibbert
City of Rexburg Planning and Zoning
P.O. Box 280
Rexburg, ID 83440
RE: Tuscany Place Apts
440 S. 2 °a West
Rexburg, ID 83440
Dear Mr. Hibbert:
Enclosed is a check for $40.00 for the following zoning information that was received on April
29, 2005. Attached is a copy of the requested material.
If you have any questions, please call me at 818 - 676 -3483.
Sincerely,
Frankie Ben -Zvi
Loan Processing
Enclosure
Office: 26901 Agoura Road, Suite 200, Calabasas Hills, California 91301 • Mailing: PO Box 4345, Woodland Hills, CA 91365
Tel: 818 - 880 -3300 • Fax: 818 - 676 -3200 • E -mail: info @arescommercial.com • Website: http: / /www.arescommercial.com
'A%% ARCS
COMMERCIAL MORTGAGE CO., L.P.
April 26, 2005
Mr. Kurt Hibbert
City of Rexburg Planning and Zoning
P.O. Box 280
Rexburg, ID 83440
RE: Tuscany Place Apts
440 S. 2nd West
Rexburg, ID 83440
Dear Mr. Hibbert:
Please provide a zoning letter on the above referenced property. The zoning letter should contain
the following information:
• Copy of existing zoning regulations affecting each property.
• Statement as to whether the property represents legal use, and whether it is conforming or
non - conforming to current zoning regulations. If the property is non - conforming, please
provide the requirements to restructure.
• Please place particular emphasis on unit density and parking, and enclose copies of the
pages from the ordinance or code referring to these items.
• Please note any violation/s on record for the property.
• If possible, please include Certificate of Occupancy data or final building permits or
other documentation that indicates the # of units.
This is a rush deal and any effort on your part to expedite this request will be greatly appreciated.
If you have any questions, please call me at 818 -676 -3483.
Sincerely,
Frankie Ben -Zvi
Loan Processing
Enclosure
Office: 26901 Agoura Road, Suite 200, Calabasas Hills, California 91301 • Mailing: PO Box 4345, Woodland Hills, CA 91365
Tel: 818 - 880 -3300 • Fax: 818 - 676 -3200 • E -mail: info @arescommercial.com • Website: http: / /www.arescommercial.com
t4l-k1t
SAINSBURY CONSTRUCTION CO., INC.
4697N. HAROLDSENDR.
IDAHO FALLS, ID. 83401
(208) 529 -4510
(208) 552 -5745 FAX
Date:4 -26 -04
Val Christensen
City of Rexburg Building Department
12 N. Center
Rexburg, Idaho 83440
359 -3020 ext 326
Re: Tuscan lace Apartments
Yesterday during John Berry's framing inspection of the clubhouse he questioned the use of MST straps
and nailing verses the CS 16 straps that were called for on the plan. We did not see this as an issue
because it is clearly an upgrade in strap size and nailing. However I am enclosing a letter from G & S
Structural Engineers to confirm this.
Sincerely,
C. Thomas Sainsbw
President
.04/28/2004 08:17 2085236922 GS STRUCTURAL PAGE 01
G & S Structural Engineers
1600 John Adams Parkway
Suift 200
Idaho Falls, ID 83401
Telephone: (208) 523$818 E -mail: ga@dataway.nat Fax: (208) 5234822
April 28, 2004
#04061
Mr. Tom Sainsbury
Sainsbury Construction
4697 N. Haroldsen Drive
Idaho Falls, Idaho 83401
Re: Clubhouse - Student Housing
Dear Mr. Sainsbury,
This )ette;[' is to certify that G&S Structural Engineers reviewed the use of the Simpson
MST48 strap instead of the 2- Simpson CS 16 straps as called for on the drawings. The Simpson
MST48 with all the holes filled with 10d nails will exceed the 2- Simpson CS 16 straps. If there ate
any questions or if I can be of further assistance please don't hesitate to call.
ly,
RO J . G son
, ! °'y
r
YOUNG WOMENS STUDENT HOUSING
REXBURG, IDAHO
DESIGN CALCULATIONS FOR
YOUNG WOMENS STUDENT HOUSING
BUILDINGS #2 & #4
Client: SAINSBURY CONSTRUCTION INC.
IDAHO FALLS, IDAHO
Job No. 04060
Designed by: M. Weekes
TABLE OF CONTENTS
PAGE DESCRIPTION
1.0 -1.11 Lateral Analysis / Shear Wall Design
2.0 -2.3 Computer Printouts
END
G & S Structural Engineers
1600 John Adams Parkway
Suite 200
Idaho Falls, ID 83401
Telephone: (208) 523 -6918
E -mail: gs @dataway.net
Fax: (208) 523 -6922
0 A - 00A
i
Project �, L) F , ► -f -� QLZ-- I- I�A 2 3 4 Project No. Q O O _ Date 2 - 2 0 - o ¢
Designed By M Nt/EEK
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G &S Structural Engineers Sheet 1
Student Housing
Date and Time: 2/19/2004 2:03:36 PM
MCE Ground Motion - Conterminous 48 States
Zip Code - 83440 Central Latitude = 43.763462
Central Longitude = - 111.609017
Period
MCE Sa
(sec)
( %g)
0.2
060.6 MCE Value of Ss, Site Class B
1.0
019.3 MCE Value of S1, Site Class B
Spectral
Parameters for Site Class D
0.2
079.4 Sa = FaSs, Fa = 1.31
1.0
039.2 Sa = FvS 1, Fv = 2.03
Spectrum for Site Class D
Period
MCE Sa
(sec)
( %9)
0.000
031.8 T = 0.0, Sa = 0.4FaSs
0.099
079.4 T = To, Sa = FaSs
0.200
079.4 T = 0.2, Sa = FaSs
0.494
079.4 T = Ts, Sa = FaSs
0.500
078.5
0.600
065.4
0.700
056.1
0.800
049.1
0.900
043.6
1.000
039.2 T = 1.0, Sa = FvS 1
1.100
035.7
1.200
032.7
1.300
030.2
1.400
028.0
1.500
026.2
1.600
024.5
1.700
023.1
1.800
021.8
1.900
020.7
2.000
019.6
Spectrum for Site r_in-, n - - -- -
Designer: Mardy Weekes
Date: 2/19/2004
Project: Young Womens Student Housing
SEISMIC DESIGN:
G & S Structural Engineers
1600 John Adams Parkway
Idaho Falls, Idaho 83401
Type of Occupancy: (Table 1604.5 and 1607.1)
Commercial
Table 1616.3.(l)
Building Category or Seismic Use Group: (Table 1604.5 and 1616.2 )
Building Category =
I
Seismic Importance Factor: (Table 1604.5)
l =
1.00
Soil Site Class: (1615.1.1)
Site Class =
D
Response Modification Coeff. R: (Table 1617.6)
R =
6
Building Location: (Latitude & Longitude, or Zip Code)
D **
D **
Approximate Fundamental Period, T
h„ = Height (feet) above base to highest level of building.
h„ =
39
C, = Building Period Coefficient (See 1617.4.2.1)
C t =
0.02
Calculate Approximate Fundamental Period, T C *h„
T =
0.312
Maximum Considered Earthquake Response Accelerations:
Short Periods, Ss: (CD rom)
S S =
0.610 g
1 Second Period, S1: (CD rom)
S 1 =
0.190 g
Earthquake Response Accelerations Adjusted for Site Class Effects:
Site Coefficients:
Fa: (Table 1615.1.2(1) or CD rom)
F =
1.310 g
F,: (Table 1615.1.2(2) or CD rom)
—
F, =
2.030 g
Sens: = FaSs (Eq. 16 -16 or CD rom)
$nns =
0.799 g
Sml: = F„S1 (Eq. 16 -17 or CD rom)
$ —
M1 —
0.386 g
Design Spectral Response Acceleration Parameters: (1615.1.3)
S DS = 2 /3S = (Eq. 16 -18)
S DS =
0.533 g
S DI = 2 /3S = (Eq. 16 -19)
S DI =
0.257 g
Nature
of
Occupancy
Seismic
Use
Group
Table 1616.3.(l)
Table 1616.3.2
Largest SDC from
Tables 1616.3.(1) &(2)
SDC* to
Use for
Design
S DS
SDC*
S DI
SDC*
Commercial
I
0.533
D **
0.257
D **
D **
D **
* SDC is the "Seismic Design Category"
S1 = 0.19
** Seismic Use Groups I and II structures located on sites with mapped maximum considered earthquake
spectral response acceleration at 1- second periodm S1, equal to or greater thatn 0.75g, shall be assigned
to Seismic Design Category E, and Seismic Use Group III structures located on such sites shall be
assigned to Seismic Design Category F.
ArchWind 98:
4 S
4E 3E /2
' 2E 6jF
CASE B G
lE
Wind
MAX AND MIN PRESSURE VALUES FOR EACH AREA:
LOW RISE STRUCTURE MAIN WIND RESISTING VALUES
PRESSURE VALUES FOR CASE A WIND DIRECTION
(AREA 1) P =
9.39 psf, 4.82 psf
(AREA 2) P =
4.95 psf, 0.38 psf
(AREA 3) P =
-3.17 psf, -7.74 psf
(AREA 4) P =
-2.41 psf, -6.98 psf
(AREA 1 E) P
= 11.04 psf, 6.47 psf
(AREA 2E) P
= 5.71 psf, 1.14 psf
(AREA 3E) P
= -4.44 psf, -9.01 psf
(AREA 4E) P
= -3.81 psf, -8.38 psf
PRESSURE VALUES FOR CASE B WIND DIRECTION:
(AREA 1) P = -3.43 psf, -7.99 psf
(AREA 2) P = -6.47 psf, -11.04 psf
(AREA 3) P = -2.41 psf, -6.98 psf
(AREA 4) P = -3.43 psf, -7.99 psf
(AREA 5) P = 7.36 psf, 2.79 psf
(AREA 6) P = -1.40 psf, -5.96 psf
(AREA IE) P = -3.81 psf, -8.38 psf
(AREA 2E) P = -11.29 psf, -15.86 psf
(AREA 3E) P = -4.44 psf, -9.01 psf
(AREA 4E) P = -3.81 psf, -8.38 psf
(AREA 5E) P = 10.03 psf, 5.46 psf
(AREA 6E) P = -3.17 psf, -7.74 psf
NOTES:
When combining values to obtain the worst case load on the frame.
the resultant pressure used must be greater than 10 psf. If not
use 10 psf.
The above pressure values include effects from internal pressure.
MAX. COMBINED VALUES
FOR DESIGN
Overturning combinations do not include internal prey
Roof pressures do include internal pressure.
Total Combined Loads
Across Sides 1 and 4
Max P(CASE A) = 11.80 psf
Max P(CASE B) = 10.00 psf
Total Combined Loads
Across Sides I and 4E
Max P(CASE A) = 14.85 psf
Max P(CASE B) = 10.00 psf
Total Combined Loads
Across Sides 5 and 6
Max P(CASE B) = 10.00 psf
Total Combined Loads
Across Sides 5E and 6E
Max P(CASE B) = 13.20 psf
Roof Area 2 Max Values
Downward P = 10.00 psf
Uplift P = -11.04 psf
Roof Area 3 Max Values
There is no downward pressure
Uplift P = -10.00 psf
Roof Area 2E Max Values
Downward P = 10.00 psf
Uplift P = -15.86 psf
Roof Area 3E Max Values
There is no downward pressure
Uplift P = -10.00 psf
Page 1 of 2
Wind
ArchWind 98:
CONSTANTS:
Building Width = 41.00 ft
Building Length = 136.00 ft
Roof Mean Height = 33.00 ft
Roof Angle = 34.00 deg
Dimension a = 4.10 ft
EQUATION CONSTANTS:
Pressure based on ASCE 7 -98 EQ.(6 -16)
Low Rise Buildings, Main Structure
P= q(GCpf +GCpi) and P= q(GCpf -Gcpi)
Kz = 0.72 Vel. Pressure Coef.
Kzt = 1.00 Topographic Factor
Kd = 0.85 Wind Direction Factor
V = 90.00 mph
I = 1.00 Importance Factor
q = 12.69 psf Velocity Pressure
GCpi = 0.18( + -) Internal Pressure Coeff.
Exposure = B
Importance Cat. = 2
The following are Area external pressure coef.s used:
GCpf Values:
(AREA 1)Case A = 0.56
(AREA 2)Case A = 0.21
(AREA 3)Case A = -0.43
(AREA 4)Case A = -0.37
(AREA 1 E)Case A= 0.69
(AREA 2E)Case A = 0.27
(AREA 3E)Case A = -0.53
(AREA 4E)Case A = -0.48
(AREA 1)Case B = -0.45
(AREA 2)Case B = -0.69
(AREA 3)Case B = -0.37
(AREA 4)Case B = -0.45
(AREA 5)Case B = 0.40
(AREA 6)Case B = -0.29
(AREA 1 E)Case B = -0.48
(AREA 2E)Case B = -1.07
(AREA 3E)Case B = -0.53
(AREA 4E)Case B = -0.48
(AREA 5E)Case B = 0.61
(AREA 6E)Case B = -0.43
Page 2 of 2
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