HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 07-00598 - Albertsons - RemodelI
Qg exao RC , •
�o r� CITY OF
R
Bulldin.
---
' ' 14 , America's Tamily Community 9
Permit
INSPECTION CARD
BUILDING
Datt+_ Onnrnvarl
1. Framing
Building Inspector
2. Insulation
3. Drywall
4. Sidewalk
5. Final
THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY
and Permit Number required
to make inspection appointments
ELECTRICAL
ISSUED TO:
PERMIT #:
loll
is 0
NAME: Albertsons Inc
FOR THE CONSTRUCTION OF: Adbertsons F
GENERAL CONTRACTOR: Bateman & Hall
This permit.is issued subject to the regulations contained in Building Code and Zoning Regulations of the
City of Rexbug. It is specifically understood that this Permit dohs not allow any Variance to the regulations
of the City of Rexburg or Zoning Codes unless specificallyapproved by the City Council and explained on
the Building Permit Application as approved by the Building, Inspector.
Date Approved
01
Date rove
1. Rough -In
2. `Final
OTHER
Date Approved
1. Fire Department Fine
PLUMBING
Issue Y,; ►�
1. Sewer Service Conn
Building Inspector
2. Water Service Conne
3, Rough -In
4. Final
Building Inspector
24 Hour Notice
THIS PERMIT MUST BE PROMINANTLY DISPLAYED .AT THE BUILDING SITE
THE BUILDING MAY NOT BE OCCUPIED OR USED WITHOUT FIRST OBTAINING ACERTIFICATE OF OCCUPANCY
and Permit Number required
to make inspection appointments
1) A complete set of approved drawings along with the permit must be kept
on the premises during construction.
No work shall be done on any part of
For Inspections Call 359 -3020 option 2
O I
2) The permit will - become null and void in the event of any deviation from the
the building beyond the point indicated
in each successive inspection without
■ accepted drawings.
3) No foundation, structural, electrical, nor plumbing work shall be concealed
approval. No structural framework of
any underground work shall be covered
ACERTIFICATE OF OCCUPANCY CAN NOT
withoutapproval•
BE ISSUED PRIOR; TO FINAL'`ELECTRICAL
& PLUMBING INSPECTION
. ;o uEXB 'R I
U� O
CITY OF
REX
CW
Americas Family Community
Certificate of Occupancy
City of Rexburg
Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (2081359 -3020 / Fax
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
0700598
International Building Code 200$
490 N 2nd E
Albertson Remodel
Type V, non -rated
Commercial
Yes
Name and Address of Owner: Albertsons Inc
250 Parkcenter Boulevard
Boise, ID 83726
Contractor: Bateman & Hall
Special Conditions:
Occupancy: Mercantile, display and sale of merchandise
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
vies 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 vies
classified.
Date C.O. Issued: July 31, 20 01:0 PM 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.
F-
Plumbing Inspecto • Fire Inspector:
Electrical Inspector: P&Z Administrator
M
CITY OF REXB URG 6
BUILDING PERMIT APPLICATION Please co
19 E MAIN, REXBURG, ID. 83440
208 - 359 -3020 X326 ��rr
PARCEL NUMBER ) X !& rAO�Z (We v
SUBDIVISION: UNIT#
0 PERMIT #
07 00590
Albertsons Remodel
tidd I based on t he tntorm - mu be accurate _
- ---g
OWNER NAME. MKP;0fA S - �3YCayi SIwa+— CONTACT PHONE #
PROPERTY ADDRESS: Rex6vtm 11)
PHONE #: ++oti%e ( ) I v Work (M) 3 rl - 5 71411 Cell (v$ qo j - Dy^ 3
OWNER MAILING ADDRESS: 2 ITY: 0l STATE: IDZIP: ° 0 1 4
AX 20S - 3*1 t 4536
APPLICANT (If other than owner) T2 W 4 SOG CS zV1G — kvvibll S0 0W
W
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must accomp ny this application.)
APPLICANT INFORMATION: ADDRESS �" T" In 1 C +. * 2!"o CITY �✓ lsc
STATE; ZIP '0 EMAIL N1A DMus ®!A •tai+ • " FAX
PHONE #: -Ho ( ) Work 10 3q5 -?4 a o Cell (,09 -
CONTRACTOR
MAILING ADDRESS:
PHONE: Cell#
Work#
CITY STATE ZIP
Fax # ' 44
EMAIL IDAHO REGISTRATION # & EXP. DATE
How many buildings are located on this property?
Did you recently purchase this property? No Yes (If yes, list previous owner's name) N D
Is this a lot split? NO YES (Please bring copy of new legal description of property)
PROPOSED USE: Xl Y6
(i.e., Single Family Residence, Multi Family, A
Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalt of perjury, 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 su er of this application and hereby authorized representatives of the City to enter upon the above - mentioned property for inspections purposes. NOTE:
The b g offic 1 may revok t on approval issued under the provisions of the 2003 International Code in cases of any false statement or misrepresentation of fact
in the appiatio r o�he�MMch the permit or approval was based. Permit void if not started within 180 days. Permit void if work stops for 180 days.
Signature'of Owners
11 I C2 0"1
DATE
Do you prefer to ntacted 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 f anyar v 1, 2005.
City of Rexburg's 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**
2
•
Please complete the entire Applicati
N A MF If the question does not apply fill in
PROPER - 1Y ADDRESS +-10_A47 ---
S1 T BDTVISION - NA
Dwelling Units Nk Parcel Acres: ---'� A
�71
Permit #07 00590
Albertsons Remodel
SETBACKS
FRONT 1 l`l ILI SIDE rlA SIDE NA B ACK �A
Remodeling Yow- BuildinglHome (need Estimate) 5 � 014 4-1 � � � etc( s 5i�, ��� � �
SURFACE SQUARE FOOTAGE.- (Shall include the extertor` wall f measur
ements of the building)
First Floor Area 40 — Unfinished Basement area NA
Second floor/loft areZ NA Finished basement area
NA
Third floor/l area M A Garage area
NA
Shed or Barn Nbl Carport/Deck (30" above grade)Area
A
* Water Meter Quantity:
I
Requiredffl
PLUMBING
Water Meter Size: - Z
Plumbing Contractor's Name:
-T�>� ��..Business Name.
Address— City —
Contact Phone: Business Phone: (
Email F
FIXTURE COUNT (mcludingroughed__ frxtures)
Clothes Washing Machine
Dishwasher
Floor Drain
Garbage Disposal
— Hot Tub/Spa
--LQ— Sinks
(Lavatories, kitchens, bar, mop)
Plumbing Estimat RV - 3i P (Commercial Only)
.---State— Zip_
Sprinklers
Tub/Showers
Toilet/Urinal
Water Heater
Water Softener
Required! Signature of Licensed Contractor License number Date
The City of Re-b-q's tern:st Lee
_sch!dule is �Ibe sa)7 ar required by the Slate of Idaho
4
r�]
Please complete the entire Application! If the
applicable
N YV l F - - i �—F2 E�,FT 1 50 �A c,
PKUPE'R'n� ADDRESS "0 W
tD
SLT BDIVISY. . )N
a
Permit #07 00590
Albertsons Remodel
Required!Y MECHANICAL
%lechanical Contractor's Name: Business Name:
city S
Contact Ph
Phone:
Ema1*J
Mechanical Estimate (Commercial/Multi Family Only)
FIXTURE'S &APPLIANCES COUNT" (Single Family Dwelling Only) —
Furnace
Exhaust or Vent Ducts
Furnace /Air Conditioner Combo
Heat Pump
Air Conditioner
Ev aporative Cooler
Unit Heater
Dryer Vents
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
other similar vents & ducts:
Space Heater
Decorative gas fired appliance
Incinerator System
Boiler
Pool Heater
Fuel Gas Pipe Outlets including stubbed in or future o
Inlet Pressure Neter Supply) PSI
F feat (Circle all tha apply) (Gas ) Oil Coal Fireplace Electric Hydronic
Mechanical Sizing Calculations must be submitted with Plans & Application
Point of Delivery must be shown on plans.,
Required! Signature of Licensed Contractor License number Date
T 0!Y Of R-6-0 P-wiffic fcbedmle it the j ail reqxred b h a J - Y t he S le 0 Idaho
to
KhII�1• ��IS f��L1��� ;T�Pu08'J���I�l;al�] ;}�l[1lil
208 - 237 -1343 T -926 P- 002/002 F -335
MECHANICAL PMOXT APP *ATION 'lease complete4 enure Application!
1 RWON, RMURG, ID. 53440 If the question does not apply fill in NA for pon applicable
2 5 -359- 3020 X326
PARCEL NUMBER: (Wo will provide this for you)
SUBDIVISION: UNIT #B LOCK# LOT#
(Addressing is based oa the information - must be aceumto)
CONTACT PHONE #
PROPERT ADDRESS : ��F40 A(dL±h 1
PHONE #: Home ( ) ) Call
OWNER MAILING ADDRESS: CITY: STATE: ZIP:
EMAIL �'AX
AE.9 ICANT; (If other than owner
(Applicant If Qther thau owner. a statemen r
to act es agrvnt for owner must accompany this
APPLICANT INFORMATION: ADDRESS CrN:
STATE; ZIp_ EMAI FAX
PHONE #: Home ( ) -- Work( ) Cell ( )
CO RAClto :
MAJLIN4 ADDRESS: CITY _4=arjaL(a STATE -17 ZX ' ;? --2
PRONE: Homo# Werrk# - Coll#
How many buildings am located on t1>a prope>•ty?
Did you receutly purchase this properiy? No Y ®s Of yes give owner's name)
Is Us a lot split? NO YES (P-jej ae bring copy of now legal description of property)
PROPOSED USE:
(Lc.. Single Family Residezcga MWd Fanllty, Apatiments, Remodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AIND AUTHORIZATION Under penally ofpedwy, Ilt oa *that 1 have
tuad twa apFlioudon Rod stare tbni 1be 1nSotmsltiom here 4114 =act and I w ear that any kknumoc wbieh may he ancr be given by the is hearinp before ft Planning
aad "ins C'emadWan or the Ciiy Cogurdl for tho ci'y odR=ba>$ shall ba Uu%ful and cocrece 1 gglee to comply wjth all Ciry tggulatlans and 3tato laws 1�latiug bo 1he
9UNC t mater of Ws nppliWon and haroby autilarizod reprrseutebive9 of tbo Cie to ed0t upan the ahove,ment9aned ptopatiy for ulvpocdams pv�pases, NOTE: Tho
bulldb>g o8lpial mfr rurako a potmiC oa approval issue �d paler �e provislon9 dPthe 20031otetaatlonnl Codir in easos o�apy falso atatameat or misrapc�arntation gTfaec (n
the spplieWa4 or au tie pl= an which the per ait or o dpra t was bescd. Pandit void ifuot at %d within 180 days. Permit void irwwk steps far 180 days.
I y�j�
SfMRb Ot B /Applicant � / � g � /• '� V '�
RO
/
Do you prefer to be =Pcted by fax„ email or phone? Cimle One DATE
WARMG =BUI RING PM Mrr MUSS Sk MS ON CONSTRUCTION 5=1
Plan fees ara non- rphud,tbla and are paid In l'a11-at>ZbQ time of 0011cation beginlning 10 a.
City OfRoabprg'i Acceptance ofAe plan review fee does hot constitute plan approval
30-05 -08
11:51AM FROM -LEWIS CORPORATION
VW11'6W.V ,au1ci y
79 a mofn
Roxbgrg,'1D 834e0
janc11h9rexburg org
w ww.►exburq.0rg
208- 237 -1343
vwN%41 i411cI
COY of . ROXb u
Phone. 2013599020 x326
Fax: 248.359.3024
T -928 P.001 /002 F -335
CITY OA
IM
Clip
Ama i;4 Pamily Cammunitr
KRJ :r
.required!!!
MECU"ICAL
Mechanical. Contractor's Name: cAp 117 L >w Business Name: L j i 5
Address (S 1 U J A . u 64 ; r City je d jo State l D z ip Wea
Cell Phone: ( D Business Phone: (,W) agl? -l20A,
Fax: V61) 0237- 1 !f 3 Email Vo 44 , Jcor_2 . '17-
Mechanical Fstiruto // _ (Commercial/Multi Family Ojgly)
FIXTURES & slPP4"C.E'S COUNT - (Single Awnily Dwelling Only) "
Furnace Exhaust or Vent Ducts
Furnace/Air Conditioner Combo
Heat Pump
Air Conditioner
Evaporative Cooler
Unit Heater
Space Heater
Decorative gas -fired applimce
Incinarator System
— Boiler
Pool Beater
Dryer Vents
Range Hood Vents
Cook Stove Vents
Bath Fan Vents
otbcer similar vents & ducts:
Fuel Clan Pipe Offlets including stabbed in or future outlets
Heat (Circle all that apply) Gas C it Coal Fireplace Electric Hydros is
Mechanical Sizing Cale -ulations must be sub mitted with Plans & AniglLatjo n
P
AL Delivexy must be shown on lane.
ignaturo 'censed Caatractur ^ Iacensa Aumb e� Act
The Ci of Rexbz rg'sDer fee schedade i the same as required by the Stan gjldaho
�� , ��—
01/09/2008 11:15 FAX 208 226 7176
Dec, 28. 2001 2:31 PM •
Building Safety Department
City of Rexburg
19 E Moir) /anelihar'exbuto'Oeg Phone: 208.359.3020 x326
Rexburg, ID 63440 www,rexburo.org Fax: 208.359.3024
Z 002/002
No. 5562 P. 2/2
T m
c�
��� :1ru:nrr - -} F��nily t'oniA��r11t }
OWN'ER'S NAME T e 5V fJ 's,
PROPER ADDRESS LMQ fA - Permit #07 00596
SUBDIVISION NfIt
PHASE NA: L0T___ BLOCK WA- Albertsons Remodel
Requ red f .ELECTRICAL
Electrical Contractor's None TT " Business Name
Address ?Q R)q Il - City ni e c , C S n & US State
Cell Phone ( ) Business Phone (Zaa) 'Q' G -'a Y_ S�
Fax j10s) Finail 5 J 4zl o- 0Cj c_ Ca i . h Q2�
Electrical Estimate (cost ofwidng & labor) $$LL0 1 1C'-.' — (CO , (ERC /MULTI- FAMILY ONLY)
TYPES OFrNSTALLA770N
(New Resideadslb3dudes everything ommined v#Yddn themsidendid arructum and arrachcdgxnWc at the some droe)
Number of meters being installed
Up to 200 amp Service*
201 to 400 amp Service*
Ovez 400 amp Service*
Existing Residfnrial (# of Branch Circ_ ts)
JAN 10 M
CITY OF REXBURG
Temporary Construction Service, 200 auip or less, one location (for a period not to exceed 1 year
Spa, Hot Tub, Swimming Pool
Electric Central Systems Heating acid /or CooEng (when not part of a new residential rmustruction permit
and no additional Wiring)
Modular, Manufactured oz Mobile home
- - X, Other Installations: Wiring not specifically covered by any of the above
Cost of Wising & Labor. $
Pumps (Domestic Watez, Irrigation, Sewage)
Requested. Inspections (of existing wit4
Temporary Amusement /Industry
"Includes A maximum of 3 inspections. Additional inspections charged at requested iuepeedon rare of $40 per hour,
C_
Signature of I3ce¢se ontraetos License number Date
The Clay of Rss'a pmovit fee rshedfrLe it the rmni wr Warired by the Soh of Idaho
R
Building Safety Department
City of Rexburg
19 E. Main janellh @rexburg.org Phone: 208.359.3020 ext 326
Rexburg, 1D 83440 www.rexburg.org Fax: 208.359.3024
t,".xa U#
C I I t 0 M
RE"URG
CW-
America hvrrih Coumourin
Affi davit of Legal Interest
State of Idaho
County of Madison
I, carl< J Lay i ✓I
Name Address
City State
Being first duly sworn upon oath, depose and say:
(If Applicant is also Owner of Record, skip to B)
A. That I am the record owner of the property described on the attached, and I grant my
permission to -. Tai 4 hlwcG *5. V e wW,- eC+.4-2ZD, &isc, I m37o6
Name Address
to submit the accompanying application pertaining to that property.
B. I agree to indemnify, defend and hold Rexburg City and its employees harmless from any
claim or liability resulting from any dispute as to the statements contained herin or as to the
ownership of the property which is the subject of�the application.
Dated this 20 day of l V 0 VP�'vl�4Y - 9 20 0- 7
0 &J,— J , L .�
Signature
Subscribed and sworn to before me the day and year first above written.
p N u fa ry Public of Idaho
o Residing at: �(/j
<n 4 A UB LT g
`�% ®�,•���es ®OP My commission expires: I c (JV
Db-
3
Buil
g Safety Department
City of Rexburg
19 E. Main
Rexburg, ID 83440
janellh@rexburg.org Phone: 208.359.3020
www.rexburg.org Fax: 208.359.3024
KtixxC,q,
e r r s a F
RE vv_ _ m _
M t� 1 G
Anaerrtt�'s Ezxrn-'Iy �.'Ori6)dUYP2f1'
APPLICATION: "CONSTRUCTION PERMIT"
CONSTRUCTION PERMIT #:
PERMIT APPROVED: YES/ NO $50.00 FEE PAID: YES /NO
- APPLICANT INFORMATION:
Business Name: AL F.,91SDW
Office Address: 2ei0 Tav
APPROVED BY:
Office Phone Number: (20'0 ) 3 1 - c
City
State Zip
oG
Contractor Performing the Work: �p — b 1
Contact Person: '12y1 *wM_ Cell Phone # ( °o )
- LOCATION OF WORK TO BE DONE:
Street Address Where Work Will Be Done: "0 ID $34+0
Business Name Where Work Will Be Done: o►a5
Dates For Work To Be Done: '2lz-lo & To 5 20 o ° o
Contact Person: 'Ra at[ �N (�_
Phone Number:
Cell # ('M) 5 (l — 9 11 a'Z
PLEASE CHECK THE TYPE OF PERMITS) YOU ARE APPLYING FOR:
[?"AUTOMATIC FIRE- EXTINGUISHING SYSTEMS
❑ COMPRESSED GASES
SK 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
EMPO Y MEMBRANE STRUCTURES, TENTS, AND CANOPIES
I( A� -�
APplicant's Signa ure Date
7
SUBCONTRACTOR LIST
Excavation & Earthwork:
Masonry:
Roofing:
Painting:
Floor
Special Construction
(Manufacturer or Supplier)
Roof Trus
Floor /Ceiling Joists:
Siding /Exterior
s
JaNell Han
From: Pam McBride [pam.mcbride @bateman - hall.com]
Sent: Friday, December 28, 2007 10:29 AM
To: JaNell Hansen
Cc: rsyphus @id.tait.com; brian.stewart@supervalu.com; doil.clements @bateman - hall.com;
andy.clark @bateman - hall.com
Subject: FW: Albertsons Remodel Project - Store #171 - Rexburg Subcontractors
Importance: High
Bateman - Hall's City of Rexburg Registration #813 - The expiration date is 12/31/2007. The check is
being mailed today for a current license.
Mechanical & Plumbing - Bingham Mechanical - Phone 522 -4484 Fax 524 -0160
Electrical - S & J Electric - Phone 226 -2450 Fax 226 -7176
Pamela McBride, Estimator Assistant
Bateman -Hall, Inc.
Phone (208) 523 -2681 Fax (208) 524 -4435
PO Box 1464; Idaho Falls, ID 83403
1405 Foote Drive; Idaho Falls, ID 83402
www.bateman-hall.com
- - - -- Original Message---- -
From: Randy Syphus [mailto:rsyphus @ id.tait.com]
Sent: Friday, December 28, 2007 9:54 AM
To: doil.clements @bateman - hall.com
Cc: 'Stewart, Brian - Design'; janellh @rexburg.org; bliquin @id.tait.com; pam.mcbride @bateman - hall.com
Subject: FW: Albertsons Remodel Project - Store #171 - Rexburg - Construction Cost Estimates for Mech, Elec, & Plumb
Importance: High
M.
Happy New Year! I am forwarding the email correspondence from the City of Rexburg, as it contains information relative
to the G.C.'s requirements for pulling the permit. Can you please provide with Bateman - Hall's Registration #, as well as
the fax numbers for your Mech, Plum, and Elec sub contractors to Janell per her request below? Please cc myself and
Brian Stewart on your correspondence. Thanks very much.
From: JaNell Hansen [mailto:janellh @ rexburg.org]
Sent: Friday, December 28, 2007 9:34 AM
To: 'rsyphus @id.tait.com'
Subject: RE: Albertsons Remodel Project - Store #171 - Rexburg - Construction Cost Estimates for Mech, Elec, & Plumb
Randy,
Thank you for the estimates. I will get the permit fees figured. I am still waiting for all reviews to be completed by the
various departments here at the City. I should have that done today or Monday before noon. I will need the contractor
registration # for Bateman -Hall. Also needed are contractor signatures for mechanical, plumbing & electrical. If you
have fax numbers for each contractor I can accept a fax signature.
I will email you the review notes by Monday.
Sincerely,
JaNell Hansen
Building Safety Coordinator
Phone: (208) 359 -3020 ext. 326
Fax: (208) 359 -3024
Email: janellhkrexburg.o�rg
Y gFXBU �C
CIT Y O
RE X IB UR G
CW
•
From: Randy Syphus [mailto:rsyphus @id.tait.com]
Sent: Friday, December 28, 2007 9:29 AM
To: JaNell Hansen
Cc: 'Stewart, Brian - Design'; bliquin @id.tait.com; doil.clements @bateman- hall.com
Subject: Albertsons Remodel Project - Store #171 - Rexburg - Construction Cost Estimates for Mech, Elec, & Plumb
Janell;
Tait & Associates is the Architect of Record. Brian Stewart copied me on the correspondence wherein you requested
construction cost estimates for the Mechanical, Electrical and Plumbing scopes of work. Brian is on vacation until the 2nd
of January, so I am responding to your request. The successful bidder is Bateman -Hall. The construction cost estimates
are as follows:
Mechanical & HVAC - $70,000
Plumbing - $85,000
Electrical - $86,000
As I understand, once you have this information you will be able to issue the Permit, and the only outstanding item would
be the contractors signature to pull the permit. Please confirm. Thanks for expediting your review of the plans.
Randall P. Syphus
Project Manager
Tait & Associates
208 - 345 -2428
208 - 345 -3757 fax
rs vph us(d id- tai t. com
2
0
JaNell Hansen
0
From:
Randy Syphus [rsyphus @id.tait.com]
Sent:
Friday, December 28, 2007 9:29 AM
To:
JaNell Hansen
Cc:
'Stewart, Brian - Design'; bliquin @id.tait.com; doil.clements @ bateman - hall.com
Subject:
Albertsons Remodel Project - Store #171 - Rexburg - Construction Cost Estimates for Mech,
Elec, & Plumb
Janell;
Tait & Associates is the Architect of Record. Brian Stewart copied me on the correspondence wherein you requested
construction cost estimates for the Mechanical, Electrical and Plumbing scopes of work. Brian is on vacation until the 2nd
of January, so I am responding to your request. The successful bidder is Bateman —Hall. The construction cost estimates
are as follows:
Mechanical & HVAC - $70,000 ?5 0(oMf`) lO�f JLf- ( OQ
Plumbing - $85,000 l cc�)
Electrical - $86,000
As I understand, once you have this information you will be able to issue the Permit, and the only outstanding item would
be the contractors signature to pull the permit. Please confirm. Thanks for expediting your review of the plans.
Randall P. Syphus
Project Manager
Tait & Associates
208 - 345 -2428
208 - 345 -3757 fax
rs vphusaid. tait. com
0 • -7-
KLEINFELDER.
EXPECT MORE
Report Date: 03/14/08
Project No.: 91739
Report to: Brian Stewart Project: CSM Albertson's #0171 Rexburg MAT
Albertson's Location: 490 North 2nd East, Rexburg, Idaho
250 Parkcenter Blvd. Permit No.:
Boise, Idaho 83706
IM
i s i Qata® e O e T el d@ N,
Supplier: Walters Cement Type: 1 /11
Mix No.: 171 Cement Factor (sk/cy):
Design Strength: 3500 psi Q 28 days Max. Size Agg.: 3/4"
Admixtures:
Source of Sample: Slab -on- grade, Freezer area 1 -5, F -E
Date Sampled:
Contractor:
Truck/Ticket/Load:
Sampled by:
Submitted by:
Time Batched:
Time Sampled:
Time in Truck:
Date Received:
2/7/2008
K -B Construction
26/08571/1
Kirk Solomon
Kirk Solomon
8:00 AM
8:43 AM
0:43
2/8/2008
Slump, ASTM C143 (in.):
Slump with Plasticizer, ASTM C143 (in.):
Air Temperature ('F):
Mix Temperature, ASTM C1064('F):
Air Content, ASTM C231 (% Vol.):
Unit Weight, ASTM C138 (pcf):
Batch Size (yd):
Water Added (gal.):
Measured Specified
0 S�
a�
Sam
Sample Number
p
Date Tested
Sample
Age (days)
Dimensions
(in)
Area
(in 2)
Ultimate
Load
(Ibs)
Compressive
Strength
(psi)
Required
Strength
(psi)
Bond/
Unbond
4707
A
02114108
7
6 x 12
28.27
90730
3210
U
4707
03/06/08
28
6 x 12
28.27
127895
4520
3500
U
4707
1 111D
03/06/08
28
6 x 12
28.27
133715
4730
3500
U
4707
04/03/08
56
6 x 12
28.27
Average 28 Day Strength 1 4630
Test Methods (as applicable): ASTM C31, C39, C138, C143, C172, C1064, C231, C1231, Cal 533
All fractures are conical in nature unless noted otherwise.
Remarks: 424
I/ �
Reviewed By: zrzeo=�
LiVs Bl
Laboratory Manager
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protection to our clients and ourselves, our
reports submitted are the confidential property of our clients and authorization for
2315 South Cobalt Point Way Meridian, Idaho (208) 893 -9700
Source of Sample: Trench in front of pharmacy (7.8, D - B.5)
Date Sampled:
2/19/2008
Contractor.
Bateman Hall
uck/Ticket/Load:
24/08671/1
Sampled by:
Kirk Solomon
Submitted by:
Kirk Solomon
Time Batched:
3:45 PM
Time Sampled:
4:15 PM
Time in Truck:
0:30
Date Received:
2/20/2008
Slump, ASTM C143 (in.):
Slump with Plasticizer, ASTM C143 (in.):
Air Temperature ('F):
Mix Temperature, ASTM C1064('F):
Air Content, ASTM C231 (% Vol.):
Unit Weight, ASTM C138 (pc f):
Batch Size (yd):
Water Added (gal.):
Measured Specified
a�
m�
a�
a�
o�
a�
Sample Number
Date Tested
Sample Age
(days)
Dimensions
(In)
Area
(in)
Ultimate Load
(Ibs)
Compressive
Strength
(psi)
Required
Strength
(psi)
Bond/
Unbond
4708
JA
02/26/08
7
6 x 12
28.27
129995
4600
U
4708
1B
03/18/08
28
6 x 12
28.27
171195
6060
3500
U
4708
C
03/18/08
28
6 x 12
28.27
169630
6000
1 3500
U
4708
D
04/15/08
56
6 x 12
1 28.27
Average 28 Day Strength 6030
Test Methods (as applicable): ASTM C31, C39, C138, C143, C172, C1064, C231, C1231, Cal 533
All fractures are conical in nature unless noted otherwise.
Remaks: 425
Reviewed By:
es Blynn
Laboratory Manager
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protection to our clients and ourselves, our
reports submitted are the confidential property of our clients and authorization for
2315 South Cobalt Point Way Meridian, Idaho (208) 893 -9700
• •
K L E I N F E L D E R 2315 S. Cobalt Point Way Meridian, Idaho (208) 893 -9700 (208) 893 -9703 fax
DAILY FIELD REPORT (DFR)
PROJECT NAME Albertson's PROJECT NO. 91739 DATE 3 -20 -08
PROJECT LOCATION Rexburg TIME ARRIVED 3:30
CONTRACTOR Bateman Hall Martin TECHNICIAN K. Solomon TIME DEPARTED 5:00
WEATHER 10° Cloudy TRAVEL TIME 3
EARTHWORK EQUIPMENT OBSERVED MILEAGE
DFR GIVEN TO (OR
REVIEWED BY _A
R NO. 10
TE REVIEWED
OSERVATIONS/REMARKS: Arrived at store at 3.30 Bateman hall had already drilled holes in he existing concrete.
They cleaned them out by blowing them out with an air compressor once free of dust the holes were completely filled
trenches making sure tile chips and other debris that were in there were removed The concrete had a temperature of
66° slump at 3 3 / .. Did not pull cylinders or run full set of tests because only two yards were poured. The truck was
unloaded within spec time.
NOTE: Observations, pass/fail evaluations, and/or recommendations
(if applicable) provided herein have not been reviewed by an
engineer and, therefore should be considered preliminary and Kleinfelder Representative Signature
subject to change.
Page of
Kleinfelder Representative Print Name
•
K L E I N F E L D E R 2315 S. Cobalt Point Way Meridian, Idaho (208) 893 -9700 (208) 893 -9703 fax
DAILY FIELD REPORT (DFR)
PROJECT NAME Albertson's PROJECT NO. 91739 DATE 3 -18 -08
PROJECT LOCATION Rexburg TIME ARRIVED 2:00
CONTRACTOR Bateman Hall Martin TECHNICIAN K. Solomon TIME DEPARTED 5:00
WEATHER 10' Cloudy TRAVEL TIME 3
EARTHWORK EQUIPMENT OBSERVED MILEAGE
DFR GIVEN TO (OR LEFT AT) DFR NO. 9
REVIEWED BY ,- DATE REVIEWED c8
OSERVATIONS/REMARKS: Retrieved cylinders from Monday 3/17/07 pour. Took them to lab in riverside, placed
them in curing tank.
NOTE: Observations, pass/fail evaluations, and/or recommendations
(if applicable) provided herein have not been reviewed by an
engineer and, therefore should be considered preliminary and
subject to change.
Page of
Kleinfelder Representative Signature
Kleinfelder Representative Print Name
• •
K L E I N F E L D E R 2315 S. Cobalt Point Way Meridian, Idaho (208) 893 -9700 (208) 893 -9703 fax
DAILY FIELD REPORT (DFR)
PROJECT NAME Albertson's PROJECT NO. 91739 DATE 3 -17 -08
PROJECT LOCATION Rexburg TIME ARRIVED 12:30
CONTRACTOR Bateman Hall Martin TECHNICIAN K. Solomon TIME DEPARTED 8:00
WEATHER Indoors TRAVEL TIME 3.5
EARTHWORK EQUIPMENT OBSERVED
DFR GIVEN TO (OR LEFT AT) Martin Chambers DFR NO. 8
REVIEWED BY DATE REVIEWED 3 y ik
1 T
OSERVATIONS/REMARKS: Arrived at Albertsons at 230 AM. Bateman hall had drilled the holes for the Dowels of
the trench running along the north side of he building witnessed the holes being blown out with air compressor, the
epoxy being filled complete in the hole and the dowels placed. The epoxy was Hilti # 371957 with an expiration of 3-
08. The dowels were 12" with 4" in existing as Mr spec. The concrete pour began at 4:00 PM, took sample after
more than a yard had been discharged, the temp was 67 °slump 3.5, air 3.0, air temp 72% The pour was 8 yds. All
debris such as tile chins were moved and ditch was clean Drior to Dour. Checked temperature near end of p our to
make sure concrete had held temperature.
NOTE: Observations, pass/fail evaluations, and/or recommendations
(if applicable) provided herein have not been reviewed by an
engineer and, therefore should be considered preliminary and
subject to change.
Kleinfelder Representative Signature
Page of Kleinfelder Representative Print Name
K L E I N E
EXPECT MO
•
EL
CE
Report Date: 03/26/08
Report to: Brian Stewart
Albertson's
250 Parkcenter Blvd.
Boise, Idaho 83706
Project No.: 91739
Project: CSM Albertson's #0171 Rexburg MAT
Location: 490 North 2nd East, Rexburg, Idaho
Permit No.:
Mix Data Reported To Kleinfeider
Supplier: Walters Cement Type: Illl
Mix No.: 171 Cement Factor (sk/cy):
Design Strength: 3500 psi @ 28 days Max. Size Agg.: 3/4"
Admixtures:
Sample Data Observed By Kleinfelder
Source of Sample: Slab -on- grade, trench along north end of building I - C - E
Date Sampled:
3/17/2008
Contractor:
Bateman Hall
uck/Ticket/Load:
24/09030/1
Sampled by:
Kirk Solomon
Submitted by:
Kirk Solomon
Time Batched:
3:45 PM
Time Sampled:
4:23 PM
Time in Truck:
0:38
Date Received:
3/18/2008
Slump, ASTM C143 (in.):
Slump with Plasticizer, ASTM C143 (in.):
Air Temperature ('F):
Mix Temperature, ASTM C1064('F):
Air Content, ASTM C231 (% Vol.):
Unit Weight, ASTM C138 (pcf):
Batch Size (yd):
Water Added (gal.):
Measurea , ecirlea
3.5 4 max.
72
67
3.0 3 -7
Laboratory Data
Sample Number
Date Tested
Sample Age
(days)
Dimensions
(in)
Area
(in 2)
Ultimate Load
(Ibs)
Compressive
Strength
(psi)
Required
Strength
(psi)
Bond/
Unbond
4709
A
03/24/08
7
6 x 12
28.27
107115
3790
U
4709
B
04/14/08
28
6x 12
28.27
3500
4709
C
04/14/08
28
6x 12
28.27
3500
4709
D
05/12/08
56
6x 12
28.27
Average 28 Day Strength I
Test Methods (as applicable): ASTM C31, C39, C138, C143, C172, C1064, C231, C1231, Cal 533
All fractures are conical in nature unless noted otherwise.
_
Reviewed Bye' !� ---
Les Blynn
Laboratory Manager
Remaks: 427
Unless prior arrangements have been made, all HOLD specimens will be discarded if required strength is attained. As a mutual protection to our clients and ourselves, our
reports submitted are the confidential property of our clients and authorization for
2315 South Cobalt Point Way Meridian, Idaho (208) 893 -9700
0 •
1 N F E L D E R 2315 S. Cobalt Point Way Meridian, Idaho (208) 893 -9700 (208) 893 -9703 fax
DAILY FIELD REPORT (DFR)
PROJECT NAME Albertson's PROJECT NO. 91739 DATE 3 -28 -08
PROJECT LOCATION Rexburg TIME ARRIVED 10:00
CONTRACTOR Bateman Hall Martin TECHNICIAN K. Solomon TIME DEPARTED 12:00
WEATHER Indoors TRAVEL TIME 3
EARTHWORK EQUIPMENT OBSERVED
DFR GIVEN T:O DEFT A
REVIEWED BY
RNO. 11
TE REVIEWED Z c
OSERVATIONS /REMARKS: Arrived at 10:00 AM Bateman Hall had pulled off the plywood from area at the front of
the produce section that was to be poured. They were starting to null it off at the area near the north entrance that area
still had to have the holes drilled into the existing. They cleaned out the holes by blowing; them out with the air
compressor. Then the holes were filled with epoxy completely. Epoxy was lot #271957 with and expiration date of
3/08. he dowels were then placed 4" into existing 6 — 8" outside as per spec. The ditches were full of the chips, they
were all removed and ditches were clean of debris. Pour was scheduled for 10:30 started at 10:55, but concrete temp
wa s still good at 67° the slump was less than four, and the truck was loaded within spec time. 3 Yds total were
p oured.
NOTE: Observations, pass/fail evaluations, and/or recommendations
(if applicable) provided herein have not been reviewed by an
engineer and, therefore should be considered preliminary and Kleinfelder Representative Signature
subject to change.
Page Of Kleinfelder Representative Print Name
S T R U C T U R A L E
ENE
07 00590
Albertsons Remodel
STRUCTURAL CALCULATIONS
FOR
ALBERTSONS GROCERY STORE #0171
REMODEL
REXBURG, IDAHO
TGE PROJECT NO.: TGE07 -539
DESIGN CRITERIA:
USED 2003 IBC
(E) ROOF SNOW LOAD:
(E) ROOF DEAD LOAD:
(N) CONDENSOR #1 WEIGHT:
(E) MEZZANINE FLOOR LIFE LOAD:
(COMPRESSOR ROOM)
(E) MEZZANINE FLOOR DEAD LOAD:
(N) M -13 COMPRESSOR RACK WEIGHT
(N) M -14 COMPRESSOR RACK WEIGHT
(N) A/C 43 WEIGHT
(N) A/C 44 WEIGHT
(N) A/C 45 WEIGHT
A"7-0
40 PSF
20 PSF
3,290 LBS
100 PSF
15 PSF
3,600 LBS
2,800 LBS
1,410 LBS
910 LBS
1,085 LBS
3170 Overland Rd. Suite B Boise, Idaho 83705 • Phone: 208.345.8941 • Fax: 208.345.8946
0 •
ALBERTSONS #0171, REXBURG, ID
SEISMIC LOADS IBC Site Class D
Short period spectral acceleration, Ss = 0.61
LATERAL FORCE RESISTING SYSTEM - STRENGTH /LRFD LEVEL FORCES
1- Second spectral acceleration, S1 = 0.20, Building Height, Hr = 28 ft
Seismic Use Group I, Seismic Design Category - D, I = 1.0
SDs = 0.53, SD1 = 0.27, Fa = 1.31, Fv = 2.00
Bearing Wall Systems
F. Special reinforced masonry shear walls
R = 5, Omega o = 2.5, Cd = 3.5, Ct = 0.02, PERIOD per Eqn 16 -39 T = 0.243 Seconds
Eq 16 -35 Cs= Sds*le /R = 0.107
Eq 16 -36 Cs= Sd1 "le /(R "T) = 0.219
Eq 16 -37 Cs= 0.044"Sds*le = 0.023
Cs = 0.1067
ELEMENTS AND COMPONENTS (ASD) - Based on IBC 2000 Eq'ns 16 -67 thru 16 -68
Site Coefficient, Fa = 1.31
Sms = Fa * Ss = 0.800 Sds = 0.534
Element Type 1 2 3 4
ap /Rp /lp 1/2.5/1 112.5/1 1.25/1/1 1/2.5/1
Seismic Coefficients - See Below for Element Types
h=10 0.11 0.11 0.33 0.11
h = 20 0.15 0.15 0.46 0.15
h =28 0.18 0.18 0.57 0.18
Element Type Description
1 Exterior nonstructural wall element
2 Body of exterior nonstructural wall panel connection
3 Fasteners of exterior nonstructural wall panel connecting system
4 Other general mechanical
�F
V
ALBERTSONS #017•REXBURG, ID
Date and Time: 11/7/2007 8:22:07 AM
MCE Parameters - Conterminous 48 States
Zip Code - 83440 Central Latitude = 43.763462
Central Longitude = - 111.609017
Data are based on the 0.10 deg grid set
Period
SA
(sec)
( %g)
0.2
060.6 Map Value, Soil Factor of 1.0
1.0
019.3 Map Value, Soil Factor of 1.0
•
Project
D ate ----\ \-/—?- /,-, ' Notes by
Project No. - `�- Page
t
'0 —
Or
S T R U C T U R A L E N G I N E r R 1 N C]"
%
q.
I V
Q�:
16
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208.871.0616
P.O. 30X 1917
MCCA�-L. IDAHO 83638
briaii.siella4f@ta[Tlarackgrove.com
SODARD LOAD TABLE
/OPEN WEB STEJOI
Based on a Maximum Allowable Tensile
Stress off 0
ksERIES
Joist
Designation
24K4! 24K5! 24K6j24K7i24K8 !24K9!24K10,24K12.
Depth (In.) 24
26K5'26K6 26 K 7'26 K 8 '26K9,26K10i26K12
! 28K6'28K7 28K8a'28K 9, 28K10 281
24 24 24 24 24 24 24
Approx. Wt.
26 26 26 26 26 26 26
28 28
28 28 ? 28 2
(Ibs. /ft.) 8.4 9.3 9.7 ! 10.1 11.5 ' 12.0 13.1 16.0 9.8 10.6 10.9 12.1 ! 12.2
Span (ft.)
13.8 16.6
11.4 11.8 12.7 13.0 14.3 ` 17
24
1 520 550: 550 550 550550 550 550
25
479 :540 550 550 550 i 550 550 550
26
442 499 543 550 550 550 550 550
542 550 550 '550 '550 550 550
27
410 `462 i 503 550 1 550 550 550 550
502 54 1 550 '550
550 550 550
28
381 429 467 521 550 550 550 550
466 508 550 550 550 550 550
29
354 ,400 435 485 536 — 55V,.
550 550 550 550 55C
550 550
<
434 473 527 550 550 550 550
511 550 ` 550 550 550 1 550
30
331 373 406 1 459 500 1 544 550 550
-
405 ,441 492 '544 550 550 550
5 0
477
31
� -, :;
310 1349 380 424 '468
;
531 550 550 550 .550
:510 550 550
12
379 ,413 460 509 550 550 550
446 497 55U 550 550 550
32
290 327 357 397 439 +478 549 549
356 387 432 477 51 549 549
431
418 466 515 549 549 549
33
, 273 308 335 373 413 ! 449 ' 532 532
334 364 + 406 448 488 532 532
F,? yt3
393
34
2 1r
257 ;290 315 351 '388 '423 502 516
i 438 :484 527 532 1 532
2�
315 343 382 422 459 516 516
- 1 435.
370 412 456 496 516 51fi
35
24 2 273 297 , 331 366 399 473 501
2 +
297 323 360 ; 398 433 501 501
36
2•S „C;?
1 229 i' 258 281 i 313 1 346 377 447 i 487
i
`
349 389 430 468 501 '
S0
i
280 305 340.376 409 1 486 487
i 330: 367 ' 406 442.487 i 48 '
37
f216 1 244 266 296 ,'327 356 423 474
265 ,289 1322 356 387 460
'
38
205 1 231 252 1 281 i 310
474
312 348 384 418 474 47
338 401 461
' ,
251 f274 1305 337 367 436 461
296 329 -364 396
195 1 219 239 - 266 294 320 380 449
238 260 � 289 320 348 413 449
461 46
40
185 208 227,253 X 280 '304
-
280
313 346 376 447 qqc
361 438
227 247 ;275 304 , 331 393 438
1 266 297 328 357 424
41
176 198 1 216 241 i 266 290 344 .427
v , = '
215 1 235
43f
, 2 �.
t 1 r
168
;262 289 1315 374 427
i 253 ;283 312 340 404 42-1
42
189 206 i 229 j 253 '276 327 417
205 224 249 275 , 300 356 417
43
,5 1 J - ., e
160 180 ,196 219 242 263 312
; :
-
241 269 297 324 384 411
406
153 172 187 209
196 213 ;238 263 286 339 407
230 .257 284 ;309 367 407
44
231 251 298 3 8 7
146 164 179
187" 204 :227 251 273 324 398
220 245 271 .295 350 398
45
.199 220 240 285 370
139
179 194 '217 240 '261 3 389 I
210 '234 259 282 334 389
46
+ 157 171 `191 211 230 272 354 171 186 207 229 250296 380'
=4
47
133 150 164 j 183 '202
201 i224 248 270 320 380
220 26', 339
164 178 199 219 239 284 369
1192 214 .237 268 306 372
48
128 144 157 175 ;194 211 250 325
157 ,171 .190 210 229 272 353
184 206 227 247 294 365
49
150 164 183 202 220 261 339
177 197 218 237 282 1 357
50
144 ;157 ;175 194 211 250 325
170 ;189 209 228 270 350
51
139 1151 : 1 68 186 203 241 313
163 182 '201 219 260 338
52
133 .145 162 j 1/9 195 23, 301
157 ?75 -193 210 250 ! 325
53
151 '168 186 203 i 240 ' 313
54
145 162 179 195 ! 232 301
55
140 ?56 173 188 223 ! 290'
56
—
135 151 166 181 2i�! 280
• Title: ALBERT #0171 Job # TGE07 -539
Dsgnr: RC Date: 4:11 PM, 9 NOV 07
Description : REXBURG, ID
Scope: STRUCTURAL CALCULATIONS
User: KW- 0607753 Ver5.80, 1- Dec -2003 Single Span Beam Analysis Page 1
(c)1983 -2003 ENEkCALC Engineering Software condensor 1 -joist check.ecw:Calculations
Description CHECK EXISTING 28K9 JOIST FOR ADDITION OF NEW CONDENSER #1 LOADS
General Information
Shears...
Center Span
38.75 ft
Moment of Inertia 1,000.000 in4
18.79 ft @ Left
Left Cantilever
ft
Elastic Modulus 29,000 ksi
0.00 k -ft at
Right Cantilever
ft
Beam End Fixity Pin -Pin
@ Left Cant
Uniform Loads
Maximum
7.48 k
On Center Span...
0.00 k -ft
On Left Cantilever...
On Right Cantilever...
# 1
0.324 k/ft
# 1 k/ft
#1 k/ft
Point Loads
at 19.18 ft
Maximum =
69.58 k -ft
Magnitude
0.412 k
0.412 k 0.412 k
0.412 k k
Location
2.000 ft
7.600 ft 13.200 ft
18.800 ft ft
Query Values
Center Location
0.000 ft Left Cant 0.000 ft
Right Cant 0.000 ft
Moment
0.00 k -ft 0.00 k -ft
0.00 k -ft
Shear
7.48 k 0.00 k
0.00 k
Deflection
0.00000 in 0.00000 in
0.00000 in
Moments...
Shears...
Reactions...
Max + @ Center
69.58 k -ft at
18.79 ft @ Left
7.48 k
@ Left 7.48 k
Max - @ Center
0.00 k -ft at
38.75 ft @ Right
6.72 k
@ Right 6.72 k
@ Left Cant
0.00 k -ft
Maximum
7.48 k
@ Right Cant
0.00 k -ft
Deflections...
@ Center
-0.643 in
at 19.18 ft
Maximum =
69.58 k -ft
@ Left Cant.
0.000 in
at 0.00 ft
@ Right Cant
0.000 in
at 0.00 ft
Project
Date N otes by
Project No. Page
STRUCTURAL ENGINEERiN`
f
L
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tvl- Iq
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i� --- 'C—C— — [--1 ant—C—1 L , b . z: �
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208.871.0616
P.O. BOX 1917
MCCALL, IDAHO 83638
briaii.sielaff@tamarackgrove.com
("o
L
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L
�sf 14�
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tvl- Iq
—b
i� --- 'C—C— — [--1 ant—C—1 L , b . z: �
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208.871.0616
P.O. BOX 1917
MCCALL, IDAHO 83638
briaii.sielaff@tamarackgrove.com
Co
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T - 4 c 0 V-
tvl- Iq
—b
i� --- 'C—C— — [--1 ant—C—1 L , b . z: �
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208.871.0616
P.O. BOX 1917
MCCALL, IDAHO 83638
briaii.sielaff@tamarackgrove.com
STANDARD LOAD TABL Based on a Maximum Allowable Tensile
Stress of OPEN WEB STEEL JOISTS SERIES
so I<si
}� ��
Huopiea oy the Steel Joist Institute November 4, 1985; Revised to May 2, 1994 - Effective September 1,
1994
The black figures in the following table give the TOTAL safe uniform -
ly distributed load- carrying capacities, in
! The approximate joist weights per linear foot shown
in these tables
pounds per linear foot, of '.
Series Steel Joists. The weight of DEAD loads,
; do not include accessories.
including the joists,
must be deducted to determine the LIVE load- carrying capacities of
The approximate moment of inertia of the joist,
in inches' is;
the joists. The load table may be used for parallel chord joists
I = 26.767(W,,)(L where WLL= :' °; figure in the
Load Table
installed to a maximum slope of 1 /2 inch per foot.
and L = (Span - .33) in feet.
The figures shown in I in this load table are the LIVE loads per
For the proper handling of concentrated and /or varying
loads, see
linear foot of joist which will produce an approximate deflection of 1
Section 5.5 in the Recommended Code of Standard Practice.
of the span. LIVE loads which will produce a deflection of 1 /Qo of the
Where the joist span exceeds the
span maybe obtained by multiplying the figures in ; by 1.5. In no
case
unshaded area of
row of bridging nearest the mid span shall be diagonal
the table, the
shall the TOTAL load capacity of the joists be exceeded.
bolted connections at chords and midspan.
bridging with
Designation 8K1 10K1K 12K3 12K5 14K1 14K3
14K4 1 ; 14K6 16K2 16K3 i 16K4 ` 16K5 .' 16K6
' 16K7 I 6K9
Depth (In) 8 j 10 1 12 12 12 14 14
Approx. Wt.
i 14 14 16 16 16 16 16
16 16
51.1 5 0
(Ibs. /ft.) 5 . 0 5.7 7.1 5.2 1 ' 6.0
6.7 7.7 5.5 6.3 7.0 7.5 8.1
8.6 10.0
Span (ft.)
8 550
! E
9 550 !
10 550 i 550
<� I ;,
11 532 550
-r2
12 444 ' ! 550 550 550 550
s i
13 377 479 550 550 550
- i
,
,
14 324 i 412 1 500 550 550 550 i 550
2 '
I
550 550
6, 2 ..
15 28 358 434 543 550 511 550
550 550
2 v
'16 Z 246 313 380 476 550 448 550
!
{
j 550 550 550 550 550 550 550
550 ' 550
17 277 336 420 550 395 495
1 r
I
:550 550 512 560 550 550 1 550
550 550
18 246 299 374 507 352 441 1
1
530 550 456 508 550 59T
550 550
1g 221 268 335 454 315 395
i {
t
550 550
475 550 408 455 547 550 550
20 199 241 302 409 284 356
550 550
428 525 368 410 493 550 550
21 218 273 370 257 322
388 475 333 371 447 503 548
550 550 `
22 ` 199 249 337 234
550 550
353 432 303 337 406 458 498
23 181 227 308 2 ! 268
507 550
322 395 277 308 371 418 455
24 166 208 282 196 245 :295
362 254 283 340 384 418
465 550
25 180 226
428 514
272 334 234 260 313 353 384
26 166 209
395 474
251 308 216 240 289 326 355
27 154 93
366 439
233 285 200 223 268 302 329
28 143 180
340 408
216 265 186 207 249 28' 306
29
317 380
173 193 232 261 285
30
296 355
161 180 216 244 266
3',
277 332
151 i68 203 228 249
32
259 3 1
142 158 190 214 233
24
• Title : ALBERT* #0171 Job # TGE07 -539
Dsgnr: RC Date: 4:11 PM, 9 NOV 07
Description : REXBURG, ID
Scope : STRUCTURAL CALCULATIONS
Nev: onuuuj
User: KW- 0607753,Ver 5.8.091- Dec -2003 Single Spa Beam Analysis Page 1
(c)1983 -2003 ENERCALC En ineer.ng Software co ndensor 1 - joist check .ecw
Description CHECK EXISTING 12K1 JOIST FOR ADDITION OF NEW M -13 & M -14 COMPRESSOR
LOADS
General Information
Shears...
Center Span
16.67 ft
Moment of Inertia 1,000.000 in4
8.72 ft @ Left
Left Cantilever
ft
Elastic Modulus 29,000 ksi
0.00 k -ft at
Right Cantilever
ft
Beam End Fixity Pin -Pin
Uniform Loads
Maximum
2.09 k
On Center Span...
0.00 k -ft
On Left Cantilever...
On Right Cantilever...
# 1
0.187 k/ft
#1 k/ft
#1 k/ft
Point Loads
Magnitude
0.200 k
0.200 k 0.200 k
0.200 k k
Location
5.600 ft
9.400 ft 12.600 ft
16.400 ft ft
Query Values
@ Right Cant
0.000 in
Center Location
0.000 ft Left Cant 0.000 ft
Right Cant 0.000 ft
Moment
0.00 k -ft 0.00 k -ft
0.00 k -ft
Shear
1.83 k 0.00 k
0.00 k
Deflection
0.00000 in 0.00000 in
0.00000 in
Moments...
Shears...
Reactions...
Max + @ Center
8.23 k -ft at
8.72 ft @ Left
1.83 k
@ Left 1.83 k
Max - @ Center
0.00 k -ft at
0.00 ft @ Right
2.09 k
@ Right 2.09 k
Maximum
2.09 k
@ Left Cant
0.00 k -ft
@ Right Cant
0.00 k -ft
Deflections...
@ Center
-0.014 in
at 8.39 ft
Maximum =
8.23 k -ft
@ Left Cant.
0.000 in
at 0.00 ft
@ Right Cant
0.000 in
at 0.00 ft
�r%
Project
Date Notes by-��.
Project No. ^~ 7 Page 31
S T R U C T U R A L ENGI R I N
22 - V-- 'q e S S '
L
LC'C,t:
A-c-
rx c' 'AJ'- t 1 , C__... 1-71
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208 87
RO. BOX 19
MGCALL, IDAHO 83638
brian.sieiafl� tarnarackgrM.COM
• Title : ALBERT-* #0171 Job # TGE07 -539
Dsgnr: RC Date: 4:11 PM. 9 NOV 07
Description : REXBURG, ID
Scope : STRUCTURAL CALCULATIONS
User: KW- 0607753. Ver5.8.0, 1- Dec -2003 Single Span Beam Analysis Page 1
(c) 1983-2003 ENE RCALC Engineering Software condensor 1 -joist check.ecw:Calculations
Description CHECK EXISTING 22K9 JOIST FOR ADDITION OF NEW AIR CONDITIONING UNIT #5
General Information
Shears...
Center Span 32.20 ft
Moment of Inertia
1,000.000 in4
16.00 ft @ Left
Left Cantilever ft
Elastic Modulus
29,000 ksi
0.00 k -ft at
Right Cantilever ft
Beam End Fixity
Pin -Pin
Uniform Loads
Maximum
5.81 k
On Center Span...
On Left Cantilever...
On Right Cantilever...
# 1 0.330 k/ft
#1
k/ft
#1 k/ft
Point Loads
Magnitude 0.272 k
0.272 k
k
k k
Location 0.500 ft
4.500 ft
ft
ft ft
Query Values
@ Right Cant
0.000 in
Center Location
0.000 ft Left Cant
0.000 ft
Right Cant 0.000 ft
Moment
0.00 k -ft
0.00 k -ft
0.00 k -ft
Shear
5.81 k
0.00 k
0.00 k
Deflection
0.00000 in
0.00000 in
0.00000 in
Moments...
Shears...
Reactions...
Max + @ Center
43.45 k -ft at
16.00 ft @ Left
5.81 k
@ Left 5.81 k
Max - @ Center
0.00 k -ft at
0.00 ft @ Right
5.36 k
@ Right 5.36 k
Maximum
5.81 k
@ Left Cant
0.00 k -ft
@ Right Cant
0.00 k -ft
Deflections...
@ Center
-0.280 in
at 16.07 ft
Maximum =
43.45 k -ft
@ Left Cant.
0.000 in
at 0.00 ft
@ Right Cant
0.000 in
at 0.00 ft
w
•
Project
Date—, r —Notes by
Project No. L'r Page
' )
A Q A _F! [k�
STRUCTURAL ENGIMEFRiHIG
-------------
17-lif
i'wi
1.0-
!c
C _ni I �_ :0,
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208,871.0616
P.O. ObX 1917
MCCA 0A H0 F '3638
b,,ian.sielaff,gta!,iarzickqrove.com
Project
Date 4 .— Notes by__-..!*'.'_
Project No. — Page �
r
STR LNG I EF 'I'M N' C)
C
't ,,
>
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208.871.0616
. RO. BC)X 1917
MCCALL, IDAHO 83638
brian.sielaf� "�tan,,arackgrove.corri
•
Project
Date 4 —Notes by
Project No." Page
7 "
I - �'7 /? I "
Le-
P.O. BOX 9326
BOISE, IDAHO 83707
PH ONE 208.87 1.0616
RO. Bo'
X 1917
MCCALL, iDAHO 83638
brian.sielaff@tarnarac.kgrove.corT
2, . �m
Project
Date N otes b y
Project No. Page
` � r
STRUCTURAL E N G I N E E R I N G
I t o
e�.
z
7-
w .
7-
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208.871.0616
P.O. 146X 1917
MCCALL, I DAHO 83638
briaii.sielaff@tarnara(.kgrove.ccm
Project
Date Notes by–"
Project No. - Page — 'A
rl
S T R U ' C ' T U R A L E N I G I N E [ R I N G
Lf
T,
I L
4
O �r .:,1 '.*-. � t1..E
7,
V �\
"; .
1 7 y io
L
L
7,
C
(46
P.O. BOX 9326
BOISE, IDAHO 83707
PHONE 208,871.0616
P.O. BO?( 1917
MCCALL, IDAHO 83638
br,an.sielaffgt,-ifir:rackgrove.COITI
STANDARD LSD TABLE /LONGSPAN STEEL JOISTS SERIES
Based a Maximum Allowable Tensile Stress of ksi
Joist Approx. Wt
Designation in Lbs. per
Linear Ft.
Depth
24LH03
11
32
24LH04
12
13
24LH05
13
281-1
24LH06
16
'
24LH07
17
28
24LH08
24LH09
18
in Los.
28
21
28LH09 !
24LH10
23
CLEAR
24LH11
25
Depth
: SAFE LOAD*
14
32
28LH05
13
28
281-1
16
28
'
281-1-107
17
28
�!
in
in Los.
28
28LH09 !
21
28
CLEAR
SPAN IN FEET
23
28
28LH11
25
28
Inches
Between
27
28
�?
28LH13
30
28
28 -32
33
34
35
36
37
38 39
40
41
42
, 43
44
45
46
47
48
24
11500
342
339
336
323
307
293 279
267
! 255
244:
234
224
215
207
199
191
24
14100
419
398
379
360
343
327 312
'298
285
273!262
251
241
231
'222
214
24
15100
449
446
440
419
'399
380 363
347
331
317
304
291
280
269
'258
248
24
24
24
24
24
24
20300 604 579 555 530 504 480 457 437 417 399.381 364 348 334 320 307
22300 665 638 613 588 565 541 516 491 468 446 426 407 389 :373 357 343
23800 707 :677 649 597 572 545 '520 497 475 455 435 '417 400,384 369
28000 832 808 785 764 731 696 663 632 .602 574;548 524 501 480 X460 441
3-
29600 882'856 832 809 .788 768 737 702 '668 637 608 582 '556 533 511 490
31200 927 900 875 851 829 807 787 768 734 701 671 642 616 590 567 544
33 -40 41 ' 42 43 44 45 46 47 48 ! 49 50 51 52 i 53 54 55 56
14000 337 323 310 297 286 275 265 255 ,245 237;228 220 ?213 206 !199 !193
2 0
18600 448 429 412 395 379 364 350 337 324 313.301 .291 281 271 .262 253
21000 505 484 " 464 445 ,427 410 394 379 1365 352!339 327 316 305:295 285
f _,f 2 20 1 -7 1 6
22500 540, 517 496 475 456 438 420 403 387 371 357: 344 331 319 ` 308 297
ov. 185
27700 667 639 612 586 '563 540 519 '1499 481 463!446 430 415 401 387 374
4 ``?0 1 0 � 0 1 v 2 °
30300 729 704 679 651 625 ! 600 576: 554 j 533 513 495 477 460 444 429 415
32500 780 762 736 711 682 655 629 605 582 561'540 521 502 485 468 453
35700 ! 857 837 818 800 782 766 737 709 682 656 632? 609: 587 566 546 527
37200 895 874 854 835 : 816 799 782 !766 1751 722 694 668 643 620'598 577
? r ai3 3
j38 -46 1 47 -48 49 50 51 52 53 54 55 56 57 58 59 60 ! 61 62 63 6
1 16700 ' 16700 338 326 ' 315 304 294: 284 275 266 257 ° 249 242 234 227 220 214 ' 208
'i1 L ? , 25 119 114 108 )" 9i,
18800 18800 379 366 353 341 329 318 308 .:298 288 '279 271 262 254 247 ;240 233
"0 133 127 21 ! c 6
;20400 20400 X11 397 383 369 357 345 333 322 312 302 293 - 284 275 267;259 252
l r a i 44 1 37 131 125 2n
125600:25600 ! 516 498 480 463 447 432 418 404 391 379 367 356 345 335 325 315,
I r 180 172 1 6 , 07
;28300 28300 1571 550 531 512 495 478 462 445 430 416 402 389 ' 376_ 364;353 342
j
;31000 31000 :625 602 580 560 541 522 505 488 473 458 443 ! 429 ' 416 403'390 37
!? 6 206 96 1 87
'36400 !36400 734 712 688 664 ! 619 598 578 559 541 524 508 492 477'463 449
2/13 2:32
140600 !40600 817 801 785 771 742 715 690 666 643 621 600 i 581 562 544 527 511
v 28 2 7 5 262. C 3,
41800 41800 843 826 810 795 780 766: 738 713 \ 688 665 643 ( 622 j 602 583 564 547
3'/ 1 290 2
A3200 !43200 870 853 837 821 805 791 776 763 750 725 701 678 i 656 635!616 597
:42 -46 ! 47.56 i 57 58 59 60 61 62 63 64 65 66 67 68 69 ! 70 71 72
16800 j 16800 292 ! 283 274 266 258 251 244 237 230 1 224 218 212 207 201 196 191
i f ; 114 140 1 ' 2 22 i 1 / 1 12 i 1 07 - 03 99 ! `
'18500 18500 1 321 311 302 293: 284 ! 276 268 260: 253 ! 246 239 ! 233 227 221 215 209
-- 6 >2 ;1oJ �;:? S' 160 1 228 1 '2311 ' 1113 :�J-
:23700 23700 ?411 ` 398 386 374 `:363 352 342 333 323 314. 06 297 289 282!275 267
a c6 79 R; 1r/ i2 50 44 r
26100 26100 454 440 426 411 401 389 378 '367 357 347 328 i 320 311 303 295
8 f ;
._moo , 22 t_ F,�J�, dU�
28500 28500 495 480 465 451 ! 438 425 412 401 389 378 368 i 358 348 339 ! 330 322
2 ?,t 8r
34100 '34100 593 575 557 540 ' 523 1 j 508 493 478 464 450 437 424 412 400'389 378
40100 40100 697 675 654 634 '615 596 579 562 546 :531 516 502 ! 488 475'463 451
- ,, ,� q r , - , , !:: ,
,44200 44200 768 755 729 706683 661 641 621 602 X584 567 1 551 535 520 505 492
46600 46600 809 795 781 769 744 721 698 677 656 637 618 600 583 567:551 536
55
i�,
321-1-106
14
32
28LH05
13
28
281-1
16
28
'
281-1-107
17
28
�!
2811-108
18
28
28LH09 !
21
28
28LH10
23
28
28LH11
25
28
'
28LH12 ?
27
28
�?
28LH13
30
28
20300 604 579 555 530 504 480 457 437 417 399.381 364 348 334 320 307
22300 665 638 613 588 565 541 516 491 468 446 426 407 389 :373 357 343
23800 707 :677 649 597 572 545 '520 497 475 455 435 '417 400,384 369
28000 832 808 785 764 731 696 663 632 .602 574;548 524 501 480 X460 441
3-
29600 882'856 832 809 .788 768 737 702 '668 637 608 582 '556 533 511 490
31200 927 900 875 851 829 807 787 768 734 701 671 642 616 590 567 544
33 -40 41 ' 42 43 44 45 46 47 48 ! 49 50 51 52 i 53 54 55 56
14000 337 323 310 297 286 275 265 255 ,245 237;228 220 ?213 206 !199 !193
2 0
18600 448 429 412 395 379 364 350 337 324 313.301 .291 281 271 .262 253
21000 505 484 " 464 445 ,427 410 394 379 1365 352!339 327 316 305:295 285
f _,f 2 20 1 -7 1 6
22500 540, 517 496 475 456 438 420 403 387 371 357: 344 331 319 ` 308 297
ov. 185
27700 667 639 612 586 '563 540 519 '1499 481 463!446 430 415 401 387 374
4 ``?0 1 0 � 0 1 v 2 °
30300 729 704 679 651 625 ! 600 576: 554 j 533 513 495 477 460 444 429 415
32500 780 762 736 711 682 655 629 605 582 561'540 521 502 485 468 453
35700 ! 857 837 818 800 782 766 737 709 682 656 632? 609: 587 566 546 527
37200 895 874 854 835 : 816 799 782 !766 1751 722 694 668 643 620'598 577
? r ai3 3
j38 -46 1 47 -48 49 50 51 52 53 54 55 56 57 58 59 60 ! 61 62 63 6
1 16700 ' 16700 338 326 ' 315 304 294: 284 275 266 257 ° 249 242 234 227 220 214 ' 208
'i1 L ? , 25 119 114 108 )" 9i,
18800 18800 379 366 353 341 329 318 308 .:298 288 '279 271 262 254 247 ;240 233
"0 133 127 21 ! c 6
;20400 20400 X11 397 383 369 357 345 333 322 312 302 293 - 284 275 267;259 252
l r a i 44 1 37 131 125 2n
125600:25600 ! 516 498 480 463 447 432 418 404 391 379 367 356 345 335 325 315,
I r 180 172 1 6 , 07
;28300 28300 1571 550 531 512 495 478 462 445 430 416 402 389 ' 376_ 364;353 342
j
;31000 31000 :625 602 580 560 541 522 505 488 473 458 443 ! 429 ' 416 403'390 37
!? 6 206 96 1 87
'36400 !36400 734 712 688 664 ! 619 598 578 559 541 524 508 492 477'463 449
2/13 2:32
140600 !40600 817 801 785 771 742 715 690 666 643 621 600 i 581 562 544 527 511
v 28 2 7 5 262. C 3,
41800 41800 843 826 810 795 780 766: 738 713 \ 688 665 643 ( 622 j 602 583 564 547
3'/ 1 290 2
A3200 !43200 870 853 837 821 805 791 776 763 750 725 701 678 i 656 635!616 597
:42 -46 ! 47.56 i 57 58 59 60 61 62 63 64 65 66 67 68 69 ! 70 71 72
16800 j 16800 292 ! 283 274 266 258 251 244 237 230 1 224 218 212 207 201 196 191
i f ; 114 140 1 ' 2 22 i 1 / 1 12 i 1 07 - 03 99 ! `
'18500 18500 1 321 311 302 293: 284 ! 276 268 260: 253 ! 246 239 ! 233 227 221 215 209
-- 6 >2 ;1oJ �;:? S' 160 1 228 1 '2311 ' 1113 :�J-
:23700 23700 ?411 ` 398 386 374 `:363 352 342 333 323 314. 06 297 289 282!275 267
a c6 79 R; 1r/ i2 50 44 r
26100 26100 454 440 426 411 401 389 378 '367 357 347 328 i 320 311 303 295
8 f ;
._moo , 22 t_ F,�J�, dU�
28500 28500 495 480 465 451 ! 438 425 412 401 389 378 368 i 358 348 339 ! 330 322
2 ?,t 8r
34100 '34100 593 575 557 540 ' 523 1 j 508 493 478 464 450 437 424 412 400'389 378
40100 40100 697 675 654 634 '615 596 579 562 546 :531 516 502 ! 488 475'463 451
- ,, ,� q r , - , , !:: ,
,44200 44200 768 755 729 706683 661 641 621 602 X584 567 1 551 535 520 505 492
46600 46600 809 795 781 769 744 721 698 677 656 637 618 600 583 567:551 536
55
i�,
321-1-106
14
32
32LH07
16
32
32LH08
17
32
'
321-1-109
21
32
�!
32LH10
21
32
32LH11
24
32
32LH12
27
32
32LH13
30
32
'
32LH14
33
32
[�
!1•
32LH15
35
32
20300 604 579 555 530 504 480 457 437 417 399.381 364 348 334 320 307
22300 665 638 613 588 565 541 516 491 468 446 426 407 389 :373 357 343
23800 707 :677 649 597 572 545 '520 497 475 455 435 '417 400,384 369
28000 832 808 785 764 731 696 663 632 .602 574;548 524 501 480 X460 441
3-
29600 882'856 832 809 .788 768 737 702 '668 637 608 582 '556 533 511 490
31200 927 900 875 851 829 807 787 768 734 701 671 642 616 590 567 544
33 -40 41 ' 42 43 44 45 46 47 48 ! 49 50 51 52 i 53 54 55 56
14000 337 323 310 297 286 275 265 255 ,245 237;228 220 ?213 206 !199 !193
2 0
18600 448 429 412 395 379 364 350 337 324 313.301 .291 281 271 .262 253
21000 505 484 " 464 445 ,427 410 394 379 1365 352!339 327 316 305:295 285
f _,f 2 20 1 -7 1 6
22500 540, 517 496 475 456 438 420 403 387 371 357: 344 331 319 ` 308 297
ov. 185
27700 667 639 612 586 '563 540 519 '1499 481 463!446 430 415 401 387 374
4 ``?0 1 0 � 0 1 v 2 °
30300 729 704 679 651 625 ! 600 576: 554 j 533 513 495 477 460 444 429 415
32500 780 762 736 711 682 655 629 605 582 561'540 521 502 485 468 453
35700 ! 857 837 818 800 782 766 737 709 682 656 632? 609: 587 566 546 527
37200 895 874 854 835 : 816 799 782 !766 1751 722 694 668 643 620'598 577
? r ai3 3
j38 -46 1 47 -48 49 50 51 52 53 54 55 56 57 58 59 60 ! 61 62 63 6
1 16700 ' 16700 338 326 ' 315 304 294: 284 275 266 257 ° 249 242 234 227 220 214 ' 208
'i1 L ? , 25 119 114 108 )" 9i,
18800 18800 379 366 353 341 329 318 308 .:298 288 '279 271 262 254 247 ;240 233
"0 133 127 21 ! c 6
;20400 20400 X11 397 383 369 357 345 333 322 312 302 293 - 284 275 267;259 252
l r a i 44 1 37 131 125 2n
125600:25600 ! 516 498 480 463 447 432 418 404 391 379 367 356 345 335 325 315,
I r 180 172 1 6 , 07
;28300 28300 1571 550 531 512 495 478 462 445 430 416 402 389 ' 376_ 364;353 342
j
;31000 31000 :625 602 580 560 541 522 505 488 473 458 443 ! 429 ' 416 403'390 37
!? 6 206 96 1 87
'36400 !36400 734 712 688 664 ! 619 598 578 559 541 524 508 492 477'463 449
2/13 2:32
140600 !40600 817 801 785 771 742 715 690 666 643 621 600 i 581 562 544 527 511
v 28 2 7 5 262. C 3,
41800 41800 843 826 810 795 780 766: 738 713 \ 688 665 643 ( 622 j 602 583 564 547
3'/ 1 290 2
A3200 !43200 870 853 837 821 805 791 776 763 750 725 701 678 i 656 635!616 597
:42 -46 ! 47.56 i 57 58 59 60 61 62 63 64 65 66 67 68 69 ! 70 71 72
16800 j 16800 292 ! 283 274 266 258 251 244 237 230 1 224 218 212 207 201 196 191
i f ; 114 140 1 ' 2 22 i 1 / 1 12 i 1 07 - 03 99 ! `
'18500 18500 1 321 311 302 293: 284 ! 276 268 260: 253 ! 246 239 ! 233 227 221 215 209
-- 6 >2 ;1oJ �;:? S' 160 1 228 1 '2311 ' 1113 :�J-
:23700 23700 ?411 ` 398 386 374 `:363 352 342 333 323 314. 06 297 289 282!275 267
a c6 79 R; 1r/ i2 50 44 r
26100 26100 454 440 426 411 401 389 378 '367 357 347 328 i 320 311 303 295
8 f ;
._moo , 22 t_ F,�J�, dU�
28500 28500 495 480 465 451 ! 438 425 412 401 389 378 368 i 358 348 339 ! 330 322
2 ?,t 8r
34100 '34100 593 575 557 540 ' 523 1 j 508 493 478 464 450 437 424 412 400'389 378
40100 40100 697 675 654 634 '615 596 579 562 546 :531 516 502 ! 488 475'463 451
- ,, ,� q r , - , , !:: ,
,44200 44200 768 755 729 706683 661 641 621 602 X584 567 1 551 535 520 505 492
46600 46600 809 795 781 769 744 721 698 677 656 637 618 600 583 567:551 536
55
i�,
36' H07
16
36
36LH08
18
36
361_1-109
21
36
36LH10
21
36
36L'H,11
23
36
36LH12
25
36
36 LH 13
30
36
36 L _'H.14
36
36
'
36LH15
36
36
20300 604 579 555 530 504 480 457 437 417 399.381 364 348 334 320 307
22300 665 638 613 588 565 541 516 491 468 446 426 407 389 :373 357 343
23800 707 :677 649 597 572 545 '520 497 475 455 435 '417 400,384 369
28000 832 808 785 764 731 696 663 632 .602 574;548 524 501 480 X460 441
3-
29600 882'856 832 809 .788 768 737 702 '668 637 608 582 '556 533 511 490
31200 927 900 875 851 829 807 787 768 734 701 671 642 616 590 567 544
33 -40 41 ' 42 43 44 45 46 47 48 ! 49 50 51 52 i 53 54 55 56
14000 337 323 310 297 286 275 265 255 ,245 237;228 220 ?213 206 !199 !193
2 0
18600 448 429 412 395 379 364 350 337 324 313.301 .291 281 271 .262 253
21000 505 484 " 464 445 ,427 410 394 379 1365 352!339 327 316 305:295 285
f _,f 2 20 1 -7 1 6
22500 540, 517 496 475 456 438 420 403 387 371 357: 344 331 319 ` 308 297
ov. 185
27700 667 639 612 586 '563 540 519 '1499 481 463!446 430 415 401 387 374
4 ``?0 1 0 � 0 1 v 2 °
30300 729 704 679 651 625 ! 600 576: 554 j 533 513 495 477 460 444 429 415
32500 780 762 736 711 682 655 629 605 582 561'540 521 502 485 468 453
35700 ! 857 837 818 800 782 766 737 709 682 656 632? 609: 587 566 546 527
37200 895 874 854 835 : 816 799 782 !766 1751 722 694 668 643 620'598 577
? r ai3 3
j38 -46 1 47 -48 49 50 51 52 53 54 55 56 57 58 59 60 ! 61 62 63 6
1 16700 ' 16700 338 326 ' 315 304 294: 284 275 266 257 ° 249 242 234 227 220 214 ' 208
'i1 L ? , 25 119 114 108 )" 9i,
18800 18800 379 366 353 341 329 318 308 .:298 288 '279 271 262 254 247 ;240 233
"0 133 127 21 ! c 6
;20400 20400 X11 397 383 369 357 345 333 322 312 302 293 - 284 275 267;259 252
l r a i 44 1 37 131 125 2n
125600:25600 ! 516 498 480 463 447 432 418 404 391 379 367 356 345 335 325 315,
I r 180 172 1 6 , 07
;28300 28300 1571 550 531 512 495 478 462 445 430 416 402 389 ' 376_ 364;353 342
j
;31000 31000 :625 602 580 560 541 522 505 488 473 458 443 ! 429 ' 416 403'390 37
!? 6 206 96 1 87
'36400 !36400 734 712 688 664 ! 619 598 578 559 541 524 508 492 477'463 449
2/13 2:32
140600 !40600 817 801 785 771 742 715 690 666 643 621 600 i 581 562 544 527 511
v 28 2 7 5 262. C 3,
41800 41800 843 826 810 795 780 766: 738 713 \ 688 665 643 ( 622 j 602 583 564 547
3'/ 1 290 2
A3200 !43200 870 853 837 821 805 791 776 763 750 725 701 678 i 656 635!616 597
:42 -46 ! 47.56 i 57 58 59 60 61 62 63 64 65 66 67 68 69 ! 70 71 72
16800 j 16800 292 ! 283 274 266 258 251 244 237 230 1 224 218 212 207 201 196 191
i f ; 114 140 1 ' 2 22 i 1 / 1 12 i 1 07 - 03 99 ! `
'18500 18500 1 321 311 302 293: 284 ! 276 268 260: 253 ! 246 239 ! 233 227 221 215 209
-- 6 >2 ;1oJ �;:? S' 160 1 228 1 '2311 ' 1113 :�J-
:23700 23700 ?411 ` 398 386 374 `:363 352 342 333 323 314. 06 297 289 282!275 267
a c6 79 R; 1r/ i2 50 44 r
26100 26100 454 440 426 411 401 389 378 '367 357 347 328 i 320 311 303 295
8 f ;
._moo , 22 t_ F,�J�, dU�
28500 28500 495 480 465 451 ! 438 425 412 401 389 378 368 i 358 348 339 ! 330 322
2 ?,t 8r
34100 '34100 593 575 557 540 ' 523 1 j 508 493 478 464 450 437 424 412 400'389 378
40100 40100 697 675 654 634 '615 596 579 562 546 :531 516 502 ! 488 475'463 451
- ,, ,� q r , - , , !:: ,
,44200 44200 768 755 729 706683 661 641 621 602 X584 567 1 551 535 520 505 492
46600 46600 809 795 781 769 744 721 698 677 656 637 618 600 583 567:551 536
55
i�,
Description CHECK EXISTING 22K9 JOIST FOR ADDITION OF NEW AIR CONDITIONING UNIT #3
j General Information
Shears...
Reactions...
Center Span
32.20 ft
Moment of Inertia
1,000.000 in4
@ Left 5.81 k
Left Cantilever
ft
Elastic Modulus
29,000 ksi
@ Right 6.09 k
Right Cantilever
ft
Beam End Fixity
Pin -Pin
Uniform Loads
0.00 k -ft
On Center Span...
0.00 k -ft
On Left Cantilever...
On Right Cantilever...
# 1
0.326 k/ft
#1
k/ft
#1 k/ft
Point Loads
50.85 k -ft
@ Left Cant.
0.000 in
at 0.00 ft
Magnitude
0.700 k
0.700 k
k
k k
Location
15.400 ft
23.100 ft
ft
ft ft
Query Values
Center Location
0.000 ft Left Cant
0.000 ft
Right Cant 0.000 ft
Moment
0.00 k -ft
0.00 k -ft
0.00 k -ft
Shear
5.81 k
0.00 k
0.00 k
Deflection
0.00000 in
0.00000 in
0.00000 in
Moments...
Shears...
Reactions...
Max + @ Center
50.85 k -ft at
15.68 ft @ Left
5.81 k
@ Left 5.81 k
Max - @ Center
0.00 k -ft at
0.00 ft @ Right
6.09 k
@ Right 6.09 k
Maximum
6.09 k
@ Left Cant
0.00 k -ft
@ Right Cant
0.00 k -ft
Deflections...
@ Center
-0.323 in
at 16.20 ft
Maximum =
50.85 k -ft
@ Left Cant.
0.000 in
at 0.00 ft
@ Right Cant
0.000 in
at 0.00 ft
/
f
Title: ALBERTA #0171 Job # TGE07 -539
Dsgnr: RC Date: 4:11 PM, 9 NOV 07
Description : REXBURG, ID
Scope: STRUCTURAL CALCULATIONS
L, Rev: 580003 Page 1
User: KW- 0607753, Ver5.8.0, 1- Dec -2003 Single Span Beam An alysis
(c)1983 -2003 ENERCALC Engineering Software con..ensor 1 - joist check.ecw:Calculations
Description CHECK EXISTING 32 -LH -07 ROOF JOIST FOR ADDITION OF NEW AIR CONDITION
UNIT #4
General Information
Shears...
Reactions...
Center Span
45.50 ft
Moment of Inertia
1,000.000 in4
@ Left 8.29 k
Left Cantilever
ft
Elastic Modulus
29,000 ksi
@ Right 8.50 k
Right Cantilever
ft
Beam End Fixity
Pin -Pin
Uniform Loads
0.00 k -ft
On Center Span...
0.00 k -ft
On Left Cantilever...
On Right Cantilever...
# 1
0.349 k/ft
# 1
k/ft
# 1 k/ft
Point Loads
98.36 k -ft
@ Left Cant.
0.000 in
at 0.00 ft
Magnitude
0.455 k
0.455 k
k
k k
Location
24.600 ft
31.800 ft
ft
ft ft
Query Values
Center Location
0.000 ft Left Cant
0.000 ft
Right Cant 0.000 ft
Moment
0.00 k -ft
0.00 k -ft
0.00 k -ft
Shear
8.29 k
0.00 k
0.00 k
Deflection
0.00000 in
0.00000 in
0.00000 in
Moments...
Shears...
Reactions...
Max + @ Center
98.36 k -ft at
23.71 ft @ Left
8.29 k
@ Left 8.29 k
Max - @ Center
0.00 k -ft at
0.00 ft @ Right
8.50 k
@ Right 8.50 k
Maximum
8.50 k
@ Left Cant
0.00 k -ft
@ Right Cant
0.00 k -ft
Deflections...
@ Center
-1.255 in
at 22.89 ft
Maximum =
98.36 k -ft
@ Left Cant.
0.000 in
at 0.00 ft
@ Right Cant
0.000 in
at 0.00 ft