HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 07-00394 - Wells Fargo Bank - Remodel00W r\
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CITY O F
REX
Americas Family Community
Building
Permit
ISSUED TO:
PERMIT #: 0700394
NAME: Jgt Architecture
FOR THE CONSTRUCTION OF: Wells Fargo Bank Remodel JOB ADDRESS: 39 E Main St
GENERAL CONTRACTOR: Rexburg Plumbing & Heating
This permit is issued subject to the regulations contained in Building Code and Zoning Regulations of the
Cityof Rexbug. It is specifically understood that this Permit does not allow any Variance to the regulations
of the City of Rexburg or Zoning Codes unless specifically approved by the City Council and explained on
the Building Permit Application as approved by the Building Inspector.
• Date Approved Issue
09/25/2007
Building Inspector
THIS PERMIT MUST BE PROMINANTLY DISPLAYED AT THE BUILDING SITE
THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY
1) A complete set of approved drawings along with the permit must be kept
No work shall be done on any part of
on the premises during construction.
the building beyond the point indicated
N O
T
I C
E 2) The permit will become null and void in the event of any deviation from the
in each successive inspection without
4. Framing
■ accepted drawings.
approval. No structural framework of
3) No foundation, structural, electrical, nor plumbing work shall be concealed
any underground work shall be covered
INSPECTION CARD
BUILDING
Date Annrovad
1. Layout
2. Footing
3. Foundation
4. Framing
5. Insulation
6. Mechanical
7. Drywall
8. Sidewalk
9. Final
ELECTRICAL
Date Approved
1. Rough -In
2. Final
OTHER
Date roved
1. Fire Department Fina
PLUMBING
Date proved
1. Sewer Service Conn
2. Water Service Conn(
24 Hour Notice
and Permit Number required
to make inspection appointments
For Inspections Call 359 -3020 option 2
ACERTIFICATE OF OCCUPANCY CAN NOT
BE ISSUED PRIOR TO FINAL ELECTRICAL
& PLUMBING INSPECTION
o � ttERB URG,
�4 �d
C I T Y OF
REX
America's Family Community
Certificate of Occupancy
City of Rexburg
Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Building Permit No: 0700394
Applicable Edition of Code: International Building Code 2003
Site Address: 39 E Main St
Use and Occupancy: Wells Fargo Bank
Type of Construction: Type V -N, Unprotected
Design Occupant Load: Commercial
Sprinkler System Required: No
Name and Address of Owner: Deloitte Tax Lip
P O Box 2609
Carlsbad, CA 92018
Contractor: Rexburg Plumbing & Heating
Special Conditions:
Occupancy: Business, professional or service, restaurants less than 50
This Certificate, issued pursuant to the requirements of Section 109 of the International Building
Code, certifies that, at the time time of issuance, this building or that portion of the building that
vies inspected on the date listed vvas found to be in compliance Wth the requirements of the code
for the group and division of occupancy and the use for Khich the proposed occupancy Kos
classified.
Date C.O. Issued: December 1
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.
Plumbing Inspect
Fire Inspecto
Electrical Inspector: PU Administrator
J
CITY OF REXB URG 10 0 PERMIT #
BUILDING PERMIT APPLICATION Please c
19 E MAIN, REXBURG, ID. 83440 0700394
208- 359 -3020 X326
PARCEL NUMBER: (We Wells Fargo Bank Remodel
SUBDIVISION: UNIT
is based on the intormation - must be
PHONE
PROPERTY
PHONE #: Home ( ) Work gco 3 — '4 1 ; 2 ' Cell( )
OWNER MAILING ADDRESS: E LCW4 ST. CITY: (3ots rm_ STATE:m�_ZIP: 8 &� cn ,
EMAIL F AXOQO) Sol 3' 4(01(v
APPLICANT (If other than owner) JG 4 p t t-00
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accompany this application.)
APPLICANT INFORMATION: ADDRESS /Z(Z IZA AVt CITY: gAtAP.A
STATE; 1 _ZIP 83US ( EMAIL F AX(�8> �(03 7J Z` I
PHONE #:4et"e (Zc d � — 1 125 S Work
Cell( )
CONTRACTOR
MAILING ADDRESS: CITY STATE ZIP
PHONE: Cell#
Work#
EMAIL IDAHO REGISTRATION # & EXP. DA
How many buildings are located on this property?
17
Did you recently purchase this property? No Yes (If yes give owner's name
Is this a lot split ?o YES (Please bring copy of new legal description o pic Or.),
PROPOSED USE: �_ — F ! �
(i.e., Single Family Residence, Multi Family, Apartments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: under penalt ofperjur I hereb certify that I
have read this application and state that the information herein is correct and I swear that any information which may hereafter be given by me in hearings before the
Planning and Zoning Commission or the City Council for the City of Rexburg shall be truthful and correct I agree to comply with all City regulations and State laws relating
to the subject matter of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE:
The building official may revoke a permit on approval issued under the provisions of the 2003 Intemational Code in cases of any false statement or misrepresentation of fact
in tie application or on the plans on which the permit or apprl", was based. Permit void if not started within 180 days. Permit void if work stops for 180 days.
V
,I v
1 / I + / 0+_
Signature of Owner /Applicant l DATE
Do you prefer to be contacted by fax, email or phone? Circle One
WARNING — BUILDING PERMIT MUST BE POSTED ON CONSTRUCTION SITE!
Plan fees are non - refundable and are paid in full at the time of application beginning Januarvl, 2005.
City of Rexbures Acceptance of the plan review fee does not constitute plan approval
**Building Permit Fees are due at time of application** '*Building Permits are void if your check does not clear**
AUG 16 '07 09:13 FP FAC I - I T I ES AD1 I H 229 393 4G76 TO 94G39299 0 2 '02
to �u �n.ay��a �uu Wt+c • rMn iw. .v�J7C.7J . 14 euice t1S:c^1F'I'1 t11
Buil ding Safety department
C4 of "xt,rs � _ CCTY' o
d
1 ir. main R . - XB RG
Re*W. %0 8W40 l rdlea�taq'org If�°hone:2G93S99tJ7K1
WwW.rexbvM.0ro rae- 8.339,�0?t ��`' • +' Mor�tacct
Affidavit of Legal Interest
State of Idaho
Conntr of Madison
N r a
, -- ov Addrm
Z
City
Being first duly sworn upon otth, depose anal S ay:
Sam
(If A.PPHCs,nt is also Owner of Rwordl, skip to 8)
A That I am the record o+A•tier of the roperty described on the atrzclhad, and I grant rrxy
pemiissian m: ) 'Z(2. J zw Acct �_
to subrmt the acc=pa nyia8 appHm ion pettlian to that property.
8. I agree do sn.d u=ify, defend and hold ]taxbucg City and its employees haztxiless fr�,ra any
daitn or liability res hl mg from any dispute as to the stammentss contained hewn or as to the
Ovywrship of the groporty which is the subject of the applicati
We, M-Iezo
Subemi bed and sworn to before the the day and pear Cost above svntwn.
N tW Pub& ofSdsho
DEBORAH A. ALLEN
NOTARY PUBLIC Res$ab
STATE OF IDAHO
} My commission. expires• -?-,3
3
69 Vr I A , rnn a n . llmft
- - - - -- * TOTAL PAGE.02 .4*
Please complete the efire Application! 0
If the question does not apply fill in NA for non applicable
NAME 0 *AA.;$- &"%Jp-c, j �
PROPERTY ADDRESS 31 r - , 'h'L A g Z f Permit#
SUBDIVISION
Dwelling Units:
SETBACKS 9 G44A4-
FRONT
Parcel Acres:
SIDE SIDE BACK
Remodeling Your Building /Home (need Estimate) $ I C �o •�
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
First Floor Area Unfinished Basement area
Second floor /loft area Finished basemen area
Third floor /loft area Garage area
Shed o r Barn- Carport /Deck (30" above mde)Area
Water Meter Quantity:
Water Meter Size:
RequiredMI - r ;p
PLUMBING
Plumbing Contractor's Name: "4t
r t�° Business Name:
Aft �J
, �'t<yl�il�
Address
City
State
Zip
Contact Phone: ( ) Business Phone: (
FIXTURE COUNT (including roughed AMg Les )
Clothes Washing Machine
Dishwasher
Floor Drain
Garbage Disposal
Hot Tub /Spa
Sinks
(Lavatories, kitchens, bar, mop)
Plumbing stimate $ l
g (Commercial Only)
Regw' d! Signature of Licensed Contractor
The City of$exbtt,
Sprinklers E C E
Tub /Showe ® E
Toilet/ Urin S E P 2 4 2007
Water Heate
Water Softe erC ITV O C R EXB U p G
- 0 -
License number
wit fee schedule is the same as reauire
,'
Dat
Me State of Idabo
n
Please complete the enti *Application! If the question does apply fill in NA for non
applicable
NAME k)£" �_ — J99W9,0 5 �W 4-t1Q "—
PROPERTY ADDRESS 3 e . tAA4&k V1, Permit#
SUBDIVISION
Requlre&ff MECHANICAL
Mechanical Contractor's Name: pJ�" <Je,/ Business Name:
Address City
Contact Phone: ( ) Business Phone: (
to Zip
Email Fax
Mechanical Estimate $ .9 a O (Commercial /Multi Family Only)
FIXTURES & APPLIANCES COUNT (Single FamrlyDweAl 7g Only)
Furnace Exhaust or Vent Ducts
Furnace /Air Conditioner Combo
Heat Pump
Air Conditioner
Evaporative Cooler
Unit Heater
Space Heater
Decorative gas -fired appliance
Incinerator System
Boiler
Pool Heater
Dryer Vents
Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Heat (Circle all that apply) Gas Oil Coal Fireplace Electric Hydronic
D
C! OF REXBURG
Mechanical Sizing; Calculations must be submitted with Plans & Application
Point of Delivery must be shown on plans.
k j , o. 1�tlL - e -- l 4,14- N 4- c 7
Required! i ture of Licensed Contractor License number Date
The City of Rexburx's permit fee schedule is the same as required by the State of Idaho
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
other similar vents & ducts:
5
-28 -2007 03:27P FROM:L &K METCQ ELECTRIC 2083456503 10:12083593024 P.1
I \.�.= Q yrxev a �
~ b
0
CITY OP
Buildiir - g Safety Department
City of Rexburg
19 E Main loneiih@rexburg.org Phone: 208.359.3020 x326
Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3024
RF.��I3URG
—_ -_ _ _ .
Arnerleak Pandly Community
OWNER'S NAME UUL'rit,C�S 07 00374
PROPERTY ADDRESS 3'1 V MAl 4 S — (
SUBDIVISION Wells Fargo Remodel
PHASE LOT BLOCK g
Required N ELECTRICAL
-To ps l�
Electrical Contractor's // Name _ ii L n � Business Name w e C
Address 0-'// t�1� /mil ieil, � City State Zip 5 7z
Cc]] Phone (?98 S 9 9& 9. Business Phone (;�0,0
Fax C10S� Email N.S4%e- hadkeharAin ,
enn-
Electrical Estimate (cost of wiring & labor) $ OarO (COMMERCIAL /MULTI - FAMILY ONLY)
TYPES OFINSTALLATION
(NewResidenda /includes everything contained within the residential structure and attachedgarage at the same dme)
Up to 200 amp Service*
201 to 400 amp Service*
Over 400 amp Service*
Existing Residential (# of Branch Circuits)
Temporary Construction Service, 200 amp or less, one location (for a period not to exceed 1 year)
Spa, Hot Tub, Swimming Pool
Electric Central Systems Ileating and /or Cooling (when not part of a new residential construction permit
and no additional wiring)
Modular, Manufactured or Mobile FIome
Other Installations: Wiring not specifically covered by any of the above
Cost of Wiring & Labor: $
Pumps (Domestic Water, Irrigation, Sewage)
Requested Inspections (of existing wiring)
Temporary Amusement /Industry
*Includes a maximum of 3 inspections. Additional inspections charged at requested inspection rate of $40 per hour.
7
Signature of Licensed 6zntractor License number ate
The
sehedole is the same ar ng Adred by the State
6
Bull
19 E. Main
Rexburg, ID 83440
g Safety Department
City of Rexburg
janellh @rexburg.org Phone: 208.359.3020
www.rexburg.org Fax: 208.359.3024
APPROVED BY:
C I T Y OF
REXBURG
America's Family Community
APPLICATION: `'CONSTRUCTION PERMIT"
CONSTRUCTION PERMIT #:
PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO
- APPLICANT INFORMATION:
Business Name:
Office Address:
City
Office Phone Number. ( )
Contractor Performing the Work:
Contact Person:
- LOCATION OF WORK TO BE DONE:
Street Address Where Work Will Be Done:
Business Name Where Work Will Be Done: L J1F-"
Dates For Work To Be Done:
Contact Person:
Phone Number. ( )
Cell Phone # ( )
• M,et S�'C
To
Cell # ( )
PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR:
❑ AUTOMATIC FIRE - EXTINGUISHING SYSTEMS
❑ COMPRESSED GASES
❑ FIRE ALARM AND DETECTION SYSTEMS AND RELATED EQUIPMENT
❑ FIRE PUMPS AND RELATED EQUIPMENT
❑ FLAMMABLE AND COMMBUSTIBLE LIQUIDS
❑ HAZARDOUS MATERIALS
❑ INDUSTRIAL OVENS
❑ LP -GAS
❑ PRIVATE FIRE HYDRANTS
❑ SPRAYING OR DIPPING
❑ STANDPIPE SYSTEMS
❑ TEMPORARY MEMBRANE STRUCTURES, TENTS, AND CANOPIES
Applicant's Signature Date
............................................................ ...............................
�F pEXBUp�,
�
v s
State Zip
7
•
jgt architecl
September 25, 2007 0700394
JaNell Hansen
Wells Fargo Barak Remodel
City of Rexburg Revisions 9/27/2007
19 E. Main Street
Rexburg, ID 83440
RE: REVIEW FOR WELLS FARGO BANK REMODEL (07- 00394)
Dear Ms. Hansen:
The following are responses to the review comments:
Correction Items, Architectural:
1. Plumbing Sewer Drain Review
R D ECEOVE
SEP 2 7 2007
CITY OF REXBURG
Prior to our submittal for this project, my mechanical engineer talked with
somebody at the City about replacing the existing water fountain with a bottled
water station. It was approved over the phone, and was referenced on the original
drawings as Keynote 16 on sheet A2 -01.
2. Structural Review
Vestibule Section 3 on Sheet A3 -04 has been altered to reflect actual wall
materials. Detail 2 of Sheet A2 -02 (Structural Detail at New Opening), references
details 8 and 9 of Sheet A3 -04, which show structural support at the head and
jamb conditions.
Structural calculations have been included with this resubmittal.
3. Development Standards Review
Per my phone conversation with Emily Abe of Design Review on Sept. 24, the
use of synthetic stucco at the vestibule is acceptable.
Also, rather than simply replace the old teller window with a false one, we have
elected to keep the existing window intact, and install blinds or a dark film to the
inside. The exterior wall materials should remain as they currently are, so there
won't be a need to match the existing brick (RE: Sheets A2 -01 and A2 -02).
1212 12th avenue south . nampa . idaho 83651
phone: (208) 463 -9295 . fax: (208) 463- 9299
email: jgt @jgt- architecture.com
• 0
All of the above drawing revisions have been clouded and referenced by revision
numbers (1) and (2) on the applicable sheets, which have been resubmitted with this
letter. If you have any questions please feel free to call us at (208)463 -9295. Thank you.
Sincerely,
h"" VK
Aaron M. Randell
STRUCTURAL CALCULATIONS FOR:
Header & Jamb for CMU /Brick Opening
Wells Fargo
Rexburg, ID
FOR:
JGT Architecture
DESIGN DATA
CODE 200; IBC
S[P 21 2001 L
CITY OF RED
0700394
Wells Fargo Bank Remodel
Revisions 9/27/2007
2�.��7
0
Robert Peters Engineering PLLC
structural & forensic engineering
1624 E. Nevada Ave,
Nampa, ID 83686
208-461-0079
v
Robert Peters Engineering PLLC
25 Wall Street
Title: Wells Fargo rg Job #0776
Dsgnr: RJP Date: 2.28PM, 27 AUG 07
Description
Nampa, ID 83651 Scope: Header for (E) CMU
(208) 461 0479
Rey - -_..-_ _ _._ ___._ _.___ __ - _. -.. _
J� xw xc1ss3 ver 5 e o , -ozc ° Steel Beam Design Page 1
583 2 003 EN ERCALC E r g.ree g S ohware weNS fargo rexburg ecw Ca c, ato ^.s
Description Header
General Information
2.641 k
Code Ref: AISC 9th ASD. 1997 UBC. 2003 IBC, 2003 NFPA 5000
Steel Section : MC8X21.4
fv : Shear Stress
Fy 36.00ksi
14.400 ksi
Pinned- Pinned
Load Duration Factor 1.00
Center Span
8.50 ft
Bm Wt. Added to Loads
Elastic Modulus 29,000.0 ksi
Left Cant
0 00 ft
LL 8 ST Act Together
Right Cant
0.00 ft
<- These columns are Dead + Live Load placed as noted - »
Lu : Unbraced Length
1 33 ft
Minor Axis Bending '
LL
Distributed Loads
Maximum
Only
Note' Short Term Loads Are WIND Loads.'
#1
#2
#3 #4
#5 #6 #7
DL 0.600
k -ft
k/ft
LL
ST
Start Location
End Location 8.500
Summary _ _
Using: MC8X21 A section, Span = 8 50ft. Fy = 36.Oksi
End Fixity = Pinned - Pinned, Lu = 1.33ft, LDF = 1.000
Actual
Moment 5.611 k -ft
fb : Bending Stress 24.848 ksi
fb / Fb 0.920 : 1
k/ft
k/ft
ft
ft
Beam OK
Static Load Case Governs Stress
Allowable
6.097 k -ft Max Deflection -0.382 in
27.000 ksi Length /DL Defl 2667 : 1
Length /(DL +LL Defl) 266.7 1
Shear
2.641 k
52.164 k
fv : Shear Stress
0.729 ksi
14.400 ksi
tv / Fv
0.051 :1
F orce & Stress Summary
<- These columns are Dead + Live Load placed as noted - »
DL
LL LL +ST
LL
LL +ST
Maximum
Only
D Cen!gr 9a Center
,e Cants
Cants
Max. M + 5.61 k -ft
5.61
k -ft
Max. M -
k -ft
Max M @ Left
k -ft
Max. M @ Right
k -ft
Shear @ Left 2.64 k
2.64
k
Shear @ Right 2.64 k
2.64
k
Center Defl. -0.382 in
-0.382
0.000 -0382
0.000
0.000 in
Left Cant Defl 0.000 in
0.000
0.000 0.000
0 000
0.000 in
Right Cant Defl 0.000 in
0.000
0.000 0.000
0.000
0.000 in
...Query Defl @ 0.000 ft
0.000
0 000 0.000
0.000
0.000 in
Reaction @ Left 2.64
2.64
2.64
k
Reaction @ Rt 2.64
2.64
2.64
k
Fa calc'd per Eq. E2 - 1. K'Lr < Cc
i Beam. Minor Axis, Passes Table B5.1,
Fb = 0.75 Fy per Eq.
F2 -1
Robert Peters Engineering PLLC
25 Wall Street
Nampa, ID 83651
(208) 461 0079
Rev 560r
Cser KW -C S-- 3 Ver 5.6 G
i9 @3 <'Gu3 ENERCALC Err neenrg SoRwa•e
Title: Wells Fargo Forg Job # 0776
Dsgnr: RJP Date: 228PM, 27 AUG 07
Description :
Scope
Steel Beam Design
Header for (E) CMU
Page 2
wells fargo rencury ec& Calc�la! o -s
Description Header
Section Properties
M CMIA
Depth
8.000 in
Weight
21.33 #/ft
Web Thick
0.375 in
Ixx
61.500 in4
Width
3.450 in
lyy
6 580 in4
Flange Thick
0 525 in
Sxx
15.400 in3
Area
6.28 in2
Syy
2 710 in3
Xcg Dist.
1 -020 in
R -xx
3.130 in
Values for LRFD Design....
R -yy
1,020 in
J
0.495 in4
Zx
18.200 in3
Cw
70.80 in6
Zy
5 1 80 03
K
1.188 in
Sketch & Diagram
4.49
7dk11:t tfIfftt ft1t f t f11
t f f l/11 t1 f,, f ftf/
f f f f l ftf t
3 . .. . ... .........
_.
r 281 _ -
1 24
1.B$
1.12
L'.58
A d
CO
0 082 1.67
B @Inhh +J IvIn111B1�1S
2 53 3 38
1 23 5 09 5.94 6 79 7 155 85
„ gg
Rrna : = 28Nk
4a�sa =2u'R
}0
_
Vmar Z- 10 264!k
31
1
6r.1Lt 11g.�1u12 1d7
2.53 328
42 "s 509 594 679 755 35
�_c�:ion
r;ti
Ox
0 C4
-C G8
17
_ .C.
J 34 ...... _...
.._ - . .. -
p
pf d /tc' 0 62 157
tTlrt if
253 336
4.23 5 09 5 94 6 78 7 65 6.5
�4 -.
i'ti
Robert Peters Engineering PLLC
25 Wall Street
Title: Wells Fargo rg Job # 0776
Dsgnr: RJP Date: 2:24PM, 27 AUG 07
Description
Nampa, ID 83651 Scope : Header for (E) CMU
(208) 461 0079
Re... 580;.03
Use KVJ -0601 653 Ver 5 8 C ' Dec-2003 Page 1
1.953 -2003 ENERCALC Engineering $oHwae Steel Column
weIls largo rexz;urg ea` Ca:"Iat�ons
Description JAMB at (E) CMU
General Information
: Allow (F1-6]
Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC 2003 NFPA 5000
Steel Section C8X11.5
Fy
36 00 ksi
X -X Sidesway : Restrained
: Allow [F1 -7] & [F1 -8]
Duration Factor
1.000
Y -Y Sidesway Restrained
Column Height 8.000 ft
Elastic Modulus
29,000.00 ksi
0.00 ksi O DO ksi
End Fixity Pin -Pin
X -X Unbraced
6.000 ft
Kxx 1.000
Live & Short Term Loads Combined
Y -Y Unbraced
6.000 ft
Kyy 1.000
Loads
Fb:yy
Allow [F1 -71 & [F1 -8]
27.00 ksi 0.00 ksi
Axial Load...
27.00 ksi
27.00 ksi
Dead Load 2.50 k
0.00 ksi 000 ksi
Ecc. for X -X Axis Moments
0.000 in
Live Load k
A nalysis Values
Ecc. for Y -Y Axis Moments
0.000 in
Short Term Load k
F'ex :
DL +LL 277,805 psi
Summary
__ __
Column Design OK
Section : C8X11.5, Height = 8.00ft, Axial toads:
DL = 2.50
LL = 0 00. ST = 0.00k,
Ecc = O.DOOin
Unbraced Lengths X -X = 6 00ft, Y -Y =
6.00ft
F'ex .
DL +LL +ST 277,805 psi
Combined Stress Ratios Dead
Live DL + LL
DL + ST + (LL if Chosen}
AISC Formula H1 - 1
AISC Formula H1 - 2
AISC Formula H1 - 3 0.0679 0.0679 0.0679
XX Axis : Fa caic'd per Eq. E2 -1. K'Llr < Cc
XX Axis: I Beam.. Major Axis, Fb per Eq. F1 -8, Fb = 12,000 Cb Af I (I ' d)
YY Axis: Fa calc'd per Eq. E2 -1, K *Llr < Cc
YY Axi :_I_Beam Minor Axis, Passes__Ta4le_B5.1 Fb, =_0.75 Fy per Eq_._F2 -1
Stresses
Allowable & Actual Stresses Dead Live DL + LL DL + Short
Fa Allowable 10.92 ksi 0 00 ksi 10.92 ksi 10.92 ksi
fa : Actual 0.74 ksi 0.00 ksi 0 74 ksi 0.74 ksi
Fb:xx
: Allow (F1-6]
18.36 ksi 0.00 ksi
18.36 ksi
18.36 ksi
Fb xx
: Allow [F1 -7] & [F1 -8]
18.36 ksi 0 -00 ksi
18.36 ksi
18.36 ksi
fb : xx Actual
0.00 ksi O DO ksi
0.00 ksi
0.00 ksi
Fb:yy
. Allow [F1-6]
27.00 ksi 0.00 ksi
27.00 ksi
27.00 ksi
Fb:yy
Allow [F1 -71 & [F1 -8]
27.00 ksi 0.00 ksi
27.00 ksi
27.00 ksi
fb : yy Actual
0.00 ksi 000 ksi
0.00 ksi
0.00 ksi
A nalysis Values
F'ex :
DL +LL 277,805 psi
Cm.x DL +LL
0.60
Cb:x DL +LL
1.00
F'ey :
DL +LL 11,198 psi
Cm.y DL +LL
0.60
Cb y DL +LL
1.00
F'ex .
DL +LL +ST 277,805 psi
Cm:x DL +LL +ST
0,60
Cb:x DL +LL +ST
1.00
F'ey
DL +LL +ST 11.198 psi
Cm.y DL +LL +ST
0.60
Cb:y DL +LL +ST
1 00
Max X -X Axis Deflection 0.000 in
at 0.000 ft Max Y -Y Axis
Deflection
0.000 in at
0.000 ft
" Robert Peters Engineering PLLC • Title: Wells Fargo F rg Job # 0776
25 Wall Street Dsgnr: RJP Date: 224PM, 27 AUG 07
Description
Nampa, ID 83651 Scope : Header for (E) CMU
(208) 461 0079
____
Rev SbGvC3 .__.. .. -
Use OV- 060'653 Ver 5 b 0 1 -De- 2'-C --
Co Page 2
583 -20 ".3 ENERCALC Eng'neer rg scftVa•e xeiis largo rexcwg e w Ca cL!at:c s
Description JAMB at (E) CMU
Section Properties C$X11.5
Depth
8.000 in
Weight
11.45 #Ift
Values for LRFD Design....
Web Thick
0 220 in
Ixx
32 500 in4
J
0.130 in4
Width
2 260 in
lyy
1.310 in4
Cw
16.50 in6
Flange Thick
0 390 in
Sxx
8 140 in3
Zx
9.630 03
Area
3.37 02
Syy
0 775 in3
Zy
1.570 03
Xcg Dist.
0 572 in
Rxx
3 110 in
K
0.938 in
Ryy
0.623 in
Section Type = C
Sketch & Diagram
e:ai dl = 2 5x
An,; DL-2
l LL = Ok
Axial ST = 0.
x
x
all
Y
jgt architecture
WELLS FARGO
REXBURG BRANCH
TELLER LINE REMODEL
ESTIMATED CONTRUCTION COSTS
May 30, 2007
Demolition .................. ............................... $30,000
New Teller Line (5 stations plus ADA station) ......
$56,000
New Check - writing Stand ...... .........................$2,500
New I- Station .............. ...............................
$2,500
New Service Manager Station .. .........................$4,000
New Remote Drive -Thru Teller Counter ...............$3,500
New Rear Work Counters ....... .........................$5,000
New Vestibule Entry ............. ........................$15,000
New/Revised Lighting on main floor ..................
$30,000
New Floor Tile .................... .........................$7,500
Sheet Rock Over Existing Wood Wall Paneling .......
$5,000
Paint.......................... ...............................
$10,000
New Carpet (@ $36 /s.y. + 10 %) . ........................$23,000
New Office Cubicles (8 stations) ........................$56,000
New Window Coverings ........ .........................$7,500
Revise Mechanical Layout ...... .........................$7,500
Revise Electrical ................... ........................$10,000
Estimated Construction Total ........................... $275,000
A/E Fee / Project Management Fee ..................... $27,500
*This budget excludes owner - furnished equipment, undercounter steel, security, and
power /data. Please revise these figures.
1212 12th avenue south nampa . idaho 83651
phone: (208) 463 -9295 fax: (208) 463- 9299
email: jgt@jgt- architecture.com