HomeMy WebLinkAboutAPPLICATIONS, CO, MULT DOCS - 06-00110 - 652 Autumn Dr - New SFRytF XA UR
Certificate of Occupancy
CITY OF
REXBURG City of Rexburg
A))'lE77CA$ FAtY711Y Commun Commun Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3024
Building Permit No:
Applicable Edition of Code:
Site Address:
Use and Occupancy:
Type of Construction:
Design Occupant Load:
Sprinkler System Required:
0600110
International Residential Code 2006
652 Autumn Dr.
Residential
Type V, non -rated
Single Family Residence
No
Name and Address of Owner: Jensen Brett Etal
P O Box 847
Rexburg, ID 83440
Contractor: Brett Jensen Construction
Special Conditions:
Occupancy: Residential - 2 units or less, permanent in nature
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
was inspected on the date listed was 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
was classified.
Date C.O. Issued: February 18, 2010 (01:12PM)
C.O Issued by:
Building Official
Mzo
There shall be no further change in the existing occupancy classification of the building nor shall any structural changes,
modifications or additions be made to the building or any portion thereof until the Building Official has reviewed and
approved said future changes.
Plumbing Inspector:
Electrical Inspector:
Fire Inspector: IJIA
P&Z Administrator
Review Action it C► T Y o 1.
Community Development REX
35 North 1st East cityhali@rexburg.org Phone: 208.359.3020 Rexburg, ID 83440 www.rexburg.org Fax: 208.359.3022 America's Family Community
07/01/20210
Spoke with Merlin webster in regards to Electrical inpsections and final. He researched to find
out why he didn't final this permit. The electrical permit expired with the State of Idaho in
October, 2007 due to no final inspection called in by the electrical or general contractor. In order
to Final this permit and issue a Certificate of Occupancy, the owners would need to reopen the
permit, pay for the electrical permit and have our inspector reinspect for a final. This request has
not been made to date.
Amanda Saurey
Permit Technician
Req. By Phone No.
Project Permit No.
Address
Inspection Type
Day /Time Req.
f—
V re- -ru ( n-
2
-- 5� lc7sc- o t,�i�a fa
INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y ❑ N ❑ N/A
INSPECTOR'S ACTION
P k( PPROVED
❑ C.O. (FINAL)
ACTION REQUIRED:
❑ DISAPPROVED El FINAL
❑ NOT APPLICABLE ❑ DID NOT INSPECT
Rec't Acknowledged
While • Office Copy Yellow - Job Copy Pink . Inspeclor's Copy
F- FIR -CO03
Inspection Request: Rec'd By Date
Inspector's Report ❑ Res. ❑ Comm.
INSPECTION TICKET 9
Bldg. ❑ Plumb. ❑ Elect. ❑ Mech. ❑ Fire
Inspection Request Recd By ;�` ,�lK� Date
Req. By ` t Phone No.
Project T Y Permit No.
Address C , ^
Inspection Type
Day/Time Req.
Inspector's Report 21 Res. ❑ Comm.
u i ldd rte-
INSPECTED ITEMS CONFORM TO APPROVED DWGS ❑ Y ❑ N ❑ N/A
INSPECTOR'S ACTION
J3 PPROVED 11 DISAPPROVED ❑ FINAL
.0. (FINAL) ❑ NOT APPLICABLE ❑ DID NOT INSPECT
ACTION REQUIRED:
Signed / f��,�7�� 6/G[���i� Inspector
Rec't Acknowledged
White - Office Copy Yellow - Job Copy Pink - Inspector's Copy
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R
SINGLE FAMILY RESIDENTIAL
.
REXBURG City of Rexburg
-- - CW - —
Amer;ta$ family coy»„ �unq Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
Project Information
Permit # 0600110
Permit Type Single Family Residential
Project Name Harvest Heights Phase 2
Site Address
Parcel # RPRXBCA0290007
Project Description
Names Associated with this Project
Type Name Contact
Phone # License # Exp Date
Contractor Brett Jensen Construction Brett Jensen
208 - 313 -6736 NONE RECORDED 12/31/2006
Contractor Rexburg Plumbing & Heating Nephi/Dean
208 - 390 -0510 C -10095 12/31/2006
Contractor Rexburg Plumbing & Heating Nephi/Dean
208 - 390 -0510 HVCC 1416 09/30/2006
Fixtures
5- R -Fuel piping fixture or appliance outlet(s) additional
1-
R -Fuel (gas) piping fixture or appliance outlet
1 - R -Range hood vents additional
5-
R -Bath fan vents additional
1 - R- Exhaust or vent ducts additional
2-
R- Decorative gas -fired appliance(s) additional
1- R- Fumace(s) additional
1-
R- Furnace
1 - R -Air Conditioner(s) additional
1-
R- Exhaust or vent ducts
1- R -Dryer vents additional
1-
R- Garbage Disposal
1- R -Water Softener
5-
R -Water Closet and/or Urinal
1- R- Clothes Washing Machine
1-
R -Dish Washer
1- R -Floor Drain
2-
R -Water Heater
11 - R -Sink (Lavatory, Kitchen, Mop or Bar Sink)
5-
R -Tub and/or Shower Unit
1- R- Sprinkler
Print Name
Date Issued:
Signature Date
Issued By:
p£Xa(R
0
SINGLE FAMILY RESIDENTIAL
� w� CI'PY OF
ti
REX City of Rexburg
Amer°ui.s Family Community Department of Community Development
19 E. Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
Project Information
Permit Type Single Family Residential
Site Address
Project Description
Fee Information
Project Valuation
$432,148.2(
Mechanical Residential Fixtures
240.00
Building Permit Fee
2,858.55
Plan Check Fee
285.86
Residential Plumbing Permit Fee
272.00
Fire Impact
184.61
Hookup Fee /Sewer
1,000.00
Hookup Fee/Water
1,550.00
Park Impact Fee
604.97
Police Impact Fee
158.11
Water Meter & Parts
317.00
Total Fees Paid $7,471.10
Permit # 0600110
Project Name Harvest Heights Phase 2
Parcel # RPRXBCA0290007
Project Details
Residential, one and two family (Any Code mat,
Utility, miscellaneous, private garages (Any Co(
5,436 SQFT
1,100 SQFT
Print Name
Signature
Date
Date Issued:
Issued By:
REXBURG City of Rexburg • •
Department of Community Development Receipt Number: �
19 E Main St. / Rexburg, ID. 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
0600110 Building Permit Fee
CHECK 7123
$ 500.00
Total $500.00
CITY OF REXBURG
12 N. CENTER
REXBURG, IDAHO 83440
ACCOUNT DATE
NAME
ADDRESS
(� q6
ACCOUNT
DESCRIPTION
AMOUNT
I
i
I
I
I
I
Awy
I
I
THANK YOU - PLEASE KEEP TOTAL
THIS RECEIPT
I
N o ' FORMS - 1- 800 -eas -1458 RECD BY
s�na
gent
$2,858.55
Total:
$500.00 $2,358.55
$500.00
Page 1 of 1
CITY OF REXB URG t
BUILDING PERMIT APPLICATION
19 E MAIN, REXBURG, ID. 83440
208 - 359 -3020 X322
PARCEL NUMBER:
PERMIT #
Please complete the entire Application!
If the question does not apply fill in NA for non applicable
( We will provide this for you)
SUBDIVISION: ye_St #e h ?S UNIT BLOCK#
(Addressing is based on the informatio - must be accurate)
LOT# /
OWNER NAME: f j �j,a� s�, CONTACT PHONE # _713-6736
PROPERTY ADDRESS:
PHONE #: Home JS > Work ( ) Cell ( ) 734'
OWNER MAILING ADDRESS: gy CITY: STATE:JZIP:
EMAIL �� r�s7����uMeua FA
APPLICANT (If other than owner)
(Applicant if other than owner, a statement authorizing applicant to act as agent for owner must a a
C ny th s a pl' a o p j
D a lea
APPLICANT INFORMATION: ADDRESS CI
STATE; ZIP EMAIL F
PHONE #: Home ( ) Work ( ) Cell ( )
CONTRACTOR Hl, e )7 Ste► -ism , e::: �
MAILING ADDRESS: 0 gy7 CITY )PeK STATE - ZIP 3 O
PHONE: Home# 359 -%3 Work# Cell# /� �� 7 3
EMAIL S�s� -• �cs4- C L«llce PAX 359 -USES
How many buildings are located on this property? 216,Z,—
Did you recently se this property? No Yes f yes give owner's name) fir.
Is this a lot spli . _NQ � (Please bring copy of new legal description of property)
P1PB- LIS•E. _. J/ e ��*'� ,`� L� S/ Csi
i.e., Single F amily Residence_�V Family, Apartments, Pfmodel, Garage, Commercial, Addition, Etc.)
APPLICANT'S SIGNATURE, CERTIFICATION AND AUTHORIZATION: Under penalty of perjury, I hereby 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 2000 International Code in cases of any false statement or misrepresentation of fact in the application or on the plans on which the
peq)�i , rr proval v
jas_based._,*r9dt void if not started within 180 days. Permit void if work stops for 180 days.
of
Do you pr��o 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 January 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 you check does not clear"
la / - / -05
DATE
Affidavit of Legal Interest
State of Idaho
County of Madison
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:
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 herein or as to
the ownership of the property which is the subject of the application.
Dated this day of , 20
Signature
Subscribed and sworn to before me the day and year first above written.
Notary Public of Idaho
Residing at:
My commission expires:
l
Please complete the Are Application!
If the question does not apply fill in NA for non applicable
NAME -i O
PROPERTY ADDRESS L» t3loc ��z s 2 Permit#
SUBDIVISION
Dwelling Units:
SETBACKS
FRONT 5O SIDE
Parcel Acres:
33
SIDE 3 3 BACK
Remodeling Your Building/Home ( need Estimate) $
SURFACE SQUARE FOOTAGE: (Shall include the exterior wall measurements of the building)
First Floor Area -21 Unfinished Basement area
Second floor /loft are Finished basement area V � 8'
Third floor /loft area �rr•� Garage area
Shed or Barn , , ,�_ Carport/Deck (30" above grade)Area
Water Meter Quantity:
* * * * * * * * * * * * ** Water Meter Size: 3
Required!!!
PLUMBING
Plumbing Contractor's Name:
Address
Contact Phone: (
Email
��� ✓��`'� Business Name: r�
City State Zip
356 Business Phone:
Fax
FIXTURE COUNT (including roughed
Clothes Washing Machine
fixtures)
Sprinklers
Dishwasher
Floor Drain
Tub /Showers
S Toilet/Urinal
Garbage Disposal
-2 Water Heater
Hot Tub /Spa
Sinks
l Water Softener
(Lavatories, kitchens, bar, mop)
Plumbing Estimate $
(Commercial Only)
Z�� — - 95 1z6
Signature of Licensed Contractor License number 96te
The City of Rexburg's permit fee schedule is the same as required by the State o Idaho
A ' • ,
Please complete the ent* Application! If the question does lot apply fill in NA for non
applicable
NAME ���/
PROPERTY ADDRESS / 1 5/>0C Permit#
SUBDIVISION wv 4 --
Required!!! MECHANICAL
Mechanical Contractor's Name: Business Name:
Address City State 7,i n
Contact Phone:
Email
Mechanical Estimate $ (Commercial/Multi Family Only)
FLYTURES & APPLL4NCES COUNT (Single Family Dwelling Only)
2 Furnace �s 6 a / Exhaust or Vent Ducts 10
Furnace /Air Conditioner Combo Dryer Vents l �
Heat Pump
Air Conditioner
Evaporative Cooler
Unit Heater
Space Heater
_ Decorative gas -fired appliance 2 O
Incinerator System
Boiler
Range Hood Vents
Cook Stove Vents
S Bath Fan Vents ti(
other similar vents & ducts:
AV
Z°
Pool Heater
Similar fixtures or Appliances
.2 Fuel Gas Pipe Outlets including stubbed in or future outlets
Inlet Pressure (Meter Supply) PSI
Heat (Circle all that apply) as Oil Coal Fireplace Electric
Mechanical Sizing Calculations must be submitted with Plans & Application
Point of Delivery must be shown on plans.
Signature of Licensed Contractor License number Date
The City of Rexburg's permit fee schedule is the same as required by the State of Idaho
Business Phone: ( )
Fax
600Z /Z /9 " s�ua�� Sy�Ia���nd�notuzs�ua�� / /:d��u_�gnd�y��xds� ajq��uud /suzia��/�au���uysi� / /:d��u
'suol;eluasaidaj 18691 Aue jo; popuaaul;ou s1 pue Aluo sasodind AeldslP jo} popua;ul sl dew s141 213WIMOSI(l
T 3o I aftd SID Sjngxag jo A4i0 / )!4unoD uosipBW
�.
�� .
Date:
RESID ENTIAL PLAN CHECKLIST
(2003 International Residential Code)
Project: bZw-5 e-w
Building Permit Number: Dl
Job Address:
Zoning:_ Number of Stories: Basement: Yes No / Fin. Unfin. Fixtures: Z'/
Floor Area (sf): z7 18 finished, unfinished, garage
Valuation: $
PLAN CHECK Car
A. Mans
To Scale _Legible
• •
Permit Fee: $
Plan Check Fee: $
The following comments based on the 2003 edition of the International Residential Code should be resolved
before a building permit is issued. This correction list is not a building permit. The approval of plans and
specifications does not permit the violation of any section of the International Residential Code or any federal,
state or local regulations.
Plan Y N F ood Plain
Floor / Foundation Plan
ZAII Section showing construction details
u ilding Elevations
Design Criteria (shall be identified on plans as Wind - 85 m.p.h., Snow - 35 lb. Per sq ft.)
_Truss Calculation Sheets & Floor Joist Details
4X echanical Designer
Energy Calculations (R320 & Ch 11)
B. Zoning (check one - in some cases LDR2 and MDR may apply)
LDR_LDRI _Lot area — LDR 12,000 sq. ft. min. (width 80 ft. min) & LDRI - 8,000 sq. ft. min
(width60 ft. min.). LDRI duplex - 10,000 sq. ft. min.)
0 0
loor Sheathing (3/4" min for joists 24" oc & 5/8" for joists 16" oc) R503.1
all (bearing and nonbearing) stud sizes, height & spacing per Table 602.3(5) R602.3
Headers in Bearing Wall shall be designed as per Tables 502.5(1 &2) R602.7
Roof Trusses (designed according to R802.10.1) 35 # Snow and 90 mph winds (Local Conditions)
/Rafter and Truss tie - downs. (8802.10.5)
Attic Access 22" x 30" min. opening (8807)
H. Exterior Covering
Z Masonry and stucco shall have weather resistive barrier over exterior sheathing R703.2 & 703.9.1
1. 400f Covering and Ventilation
Roof Ventilation as per R806
Z Asphalt Shingles (slope >2:12) w/ ice protection. (Other type: to comply w/ R905.___)
J. rewalls
fD G ara e/House drywall separation (protect ext. walls & beams supporting habitable space) 8309.2
oor from Garage to House (13/8" solid wood or steel door, or 20 min. fire -rated door) R309.1
—Two Family Dwelling Separation (1 hr fire separation) Supporting structure also rated. R317.1
Twin homes & Townhouses (2 hr separation & 4' overburn protection or parapet) R317.2
`One hr walls parallel to and within 3 ft of property line w/ NO openings. R302
Penetrations in previous 3 items to comply with R317.3
K. Requirements
/ House Numbers R321
/alf Openable 3sf window or Mech. Ventilation in bathrooms, water closets, and similar rooms. R303.3
/ Interior and exterior stair illumination shall comply with R303.6.
/ Fixture clearances comply with Figure R307.2
�ne room at least 120 s£; _Other habitable rooms 70 s£ min w/ a min. dimension of 7 ft. R304
*areas w / sloped ceilings less than 5 ft in height & furred ceilings less than 7 ft DO NOT comply
*50% or more of the required area must be at least 7ft high in rooms w/ sloped ceiling
i O CITY OF
kb Bb � City of Rexburg
_— ._ - - - - -- Department of Community D
Amerimi Family l.ammunrty
19 E Main St. /Rexburg, 11). 83440
Phone (208) 359 -3020 / Fax (208) 359 -3022
PERMIT APPLICATION INVOICE
Applicant: JENSEN BR,EIT ETAL Site Address:
P O BOX 847
REXBURG, ID 83440
The following fee amounts for this permit application are unpaid atthis time:
Building Permit Fee
01- 322.11
355.00
Fire Impact
Hookup Fee /Sewer
,2d-
X35- 347.30
Hookup Fee/Water
X346.30
Mechanical Residential Fixtures
.01- 322.12
Park Impact Fee
38- 355.00
Plan Check Fee
X91- 322.17
Police Impact Fee
Residential Plumbing Permit Fee
'
)01- 322.14
Water Meter & Parts
at-3".20
MAR 2 D
invoice Date63 /29/2006
Total:
$ 2,358.55
$184.61
$1,000.00
$1,550.00
$ 240.00
$ 604.97
$ 285.86
$158.11
$ 272.00
$ 317.00
$6,971.1
Page 1 of 1
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03/24/2006 13:48 FAX ��a 4 5102 KCN P.C.
ow Kunly C. Mangum, P.
piaililing /architecture /engi
:1.856 West Parkway 131N °d
F k4,, Salt'L,ake City, Utah 8=4119
(S01)974 - 51.0 t fa.-r (801.')97 -51.02
Project Name
Jensen Construction
Client
Design Loft Inc. DL
Client Contact
Graham & Scott Stubbs DL
Project Location: City
Subdivision /Lot Rexburg
Lot #1 Autumn Dr-
J. 1) 15/2005 11 / 16/2005
Date Opened Finish Date
DESIGN CRITERIA 2003 IBC
Project Size
2,718
sq tt
Basement & One Level
Seismic Design Category
D2
Seismic Response Mod. Coeff
6
Basic Wind Speed (3 Second)
90
mph
Exposure
C
40
psf
Roof Snow Load
15
psf
Roof Dead Load
40
psf
Floor Live Load
psf
Floor Dead Load
Site Class
Allowable Soil Bearing Pressure
D
D
1500
psf
Job Type
Residential
Project Type
Engineering
County
Madison
FAM
2
- MANGUM.
EN G 1 N,EER1N'Ci
CONSULTANTS
State
ID
NOTF, THIS SHEET MUST BE WET STAMPED,
INITIALED AND DATED ON LIME GREEN PAPER TO
BE VALID FOR OBTAINING A BUILDING PERMIT.
ANY CHANGES IN DESIGN CRITERIA.
STRUCTURAL DETAILS, MEMBER SPANS, OR
LOADING MUST BE REVIEWED AND APPROVED IN
WRITING BY KCM,PC/MEC PRIOR TO
CONSTRUCTION OR THESE CALCULATIONS AND
PROFESSIONAL ENGINEERS STAMP ARE VOID.
REGISTERING (REUSE) OF THESE
CALCULATpIO.ANNS DE SIGN, AS SOCIATED
PROH a �
COPYRIGHT MEC 2005
project No.
THYS ENGINEERING VALID FOR A SINGLY STRUCTURE
Aria THE LOCATION NOTED ABOVE
OM : FAX N0.
Mar. 08 2004 O1:18PM P1
/'Z 9 O� ► � j
j nQ�4111a /v..v
Engineering I x T a NaM ow-
Iati;S,
Con8111t
1856 WEST PARKWAY BL VD, 3LC, U'CAl
�,..._.
PHONE:
(go 1) 974 -3101 'FAX (SOl) 974 -5 lT � _...._. _... _.......,.,..
..
.
Dow .
__.....
_ _.....,...,...,. _ . ..... ... .r..,.,.,,,,,.
�oo�
12/06/2005 09:06 8012929689 DESIGN LOFT IN
Permit Number
REScheck Compliance Certificate Checked By /Date
2003 IWC
REScheck Software Version 3.6 Release 2
Data filename: CAProgram Files \Check \REScheck \2718 -J.rck
PROJECT TITLE: Plan 2718 -1
CITY: Rexburg
STATE: Idaho
HDD: 8693
CONSTRUCTION TYPE: Single Family
WINDOW / WALL RATIO: 0.28
DATE: 12/06/05
DATE OF PLANS: October 21, 2005
PAGE 01
PROJECT DESCRIPTION:
Jensen Contruction
Harvest Heights I(
Block 1, Phase 2 j�I DEC o 9 2O�5
Lot 1
Autumn Drive
Regburg, Idaho �`. -_.w ..._ :_......_..r�
COMPLIANCE: Passes
Maximum UA = 542
Your Home UA = 541
0.2% Better Than Code (UA)
Gross Glazing
Area or Cavity Cont. or Door
Peri meter R- Value R -Value U-
Ceiling 1: Flat Ceiling or Scissor Truss
2718
0.0 38.0
68
Wall 1: Wood Frame, 16" o.c.
3015
19.0 0.0
130
Window 1: Vinyl Frame:Double Pane with Low -E
562
0.330
185
Door 1: Solid
40
0.400
16
Door 2: Glass
240
0.330
79
Basement Wall 1: Solid Concrete or Masonry
1011
19.0 0.0
38
Wall height: 9.0'
Depth below grade: 9.0'
Insulation depth: 9.0'
Window 2: Vinyl Frame:Double Pane with Low -E
76
0.330
25
Furnace 1: Forced Hot Air, 90 AFUE
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans,
� 12106!2005 09:06 80129296 DESIGN LOFT INC
Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Thickness in Inches b Pine_S
1.0
1.5
1.5
Insulatio
r;atu Mauns
t in
�n0 Rt�n -�
Heated Water
;
�T „ C+r„1at+nQ
"
Runo Uts
5�� ��
O e
T ernne�LW (Fl
.
1.5
2.0
170 -180
0.5
0.5
1.0
1.0
1.5
140 -169
0.5
0.5
0
1.0
100 -139
0.5
Table 2: Minimum Insulation Thickness for HVAC Pipes• �^� �Lness in Lnrhes by Pine Sizzs
Fluid Tamp. 5 „ t 5( , 4"
Pinin¢ Svstem Tunes
F) ,
Beating System
Low Pressure/Teimperature
Low Temperature
Steam Condensate (for feed water)
Cooling Systems
Chilled Water, Refrigerant,
and Brine
201 -250
1.0
1.5
1.5
2.0
1.5
106 -200
0.5
1.0
1.0
1.5
2.0
Any
1.0
1.0
40 -55
0.5
0.5
0.75
1.0
Below 40
1.0
1.0
1.5
1.5
PAGE 05
NOTES TO FIELD (Building Department Use Only)
12f06f2005 09:06 8012929689 DESIGN LOFT INC 0
[
Skylights:
Minimum insulation requirement for skylight shags equal to or greater than 12 inches is R -19.
Vapor Retarder.
Required on the warm -in- winter side of all non - vented framed ceilings, walls, and floors.
PAGE 04
Materials identification:
Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
Materials and equipment must be identified so that compliance can be detennined.
Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
Insulation R- values, glazing U- factors, and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
Supply ducts in unconditioned attics or outside the building must be insulated to R -11.
Return ducts in unconditioned attics or outside the building must be insulated to R-6.
Supply ducts in unconditioned spaces must be insulated to R -11.
Return ducts in unconditioned spaces (except basements) must be insulated to R -2.
Where exterior walls are used as plenums, the wall must be insulated to R -1 I .
Insulation is not required on return ducts in basements.
Duct Construction:
Duct connections to flanges of air distribution system equipment must be sealed and mechanically fastened.
All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic -plus- embedded- fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 18lB.
Exception: Continuously welded and locking -type longitudinal joints and seams on ducts
operating at less than 2 in. w.g. (500 Pa).
The HVAC system must provide a means for balancing air and waxer systems.
Temperature Controls:
Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut of the heating and/or cooling input to each zone or floor shall be provided.
Service Water Heating:
Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
All heated swimming pools must have an on/off h eater switch and require a cover unless over 20%
of the heating energy is from non - depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
HVAC piping conveying fluids above 105 O F or chilled fluids below 55 O F must be insulated to the
levels in Table 2.
DESIGN LOFT INC PAGE 03
12/06/2005 09:06 80129296 of
REScheck Inspection Checklist
2003 IWC
REScheck Sofware Version 3.6 Release 2
DATE: 12/06/05
PROJECT TITLE: Plan 2718 -J
Bldg.
Dept.
Use
Ceilings:
[ ] 1. Ceiling 1: Flat Ceiling or Scissor Truss, R -38.0 continuous insulation
{ Comments:
j
Above -Grade Walls:
[ ] 1. Wall 1: Wood Frame, 16" o.c., R -19.0 cavity insulation
{ Comments:
j
Basement Walls:
[ ] { 1. Basement Wall 1: Solid Concrete or Masonry, 9.0' ht /9.0' bg/9.0' insul,
R -19.0 cavity insulation
Comments:
E
{ Windows:
[ ] 1. Window 1: Vinyl Frame:Doubie Pane with Low -E, U- factor: 0.330
{ For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ]Yes [ ] No
Comments:
[ ] j 2. Window 2: Vinyl Frame:Double Pane with Low -E, U- factor: 0.330
{ For windows without labeled U- factors, describe features:
# Panes Frame Type Thermal Break? [ ] Yes [ ] No
Comments:
{
{ Doors:
[ ] j 1. Door 1: Solid, U- factor: 0.400
Comments:
[ ] { 2. Door 2: Glass, U- factor: 0.330
Comments:
{ Heating and Cooling Equipment:
[ ] 1. Furnace 1: Forced Hot Air, 90 AFUE or higher
Make and Model Number
{
{ Air Leakage:
[ ] { Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] j Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air -tight assembly
{ with a 0.5" clearance from combustible materials. If non -IC rated, the fixture must be installed with a
{ 3" clearance from insulation.
12/06/2005 09:06 8012929689
DESIGN LOFT 1—
specifications, and other calculations submitted with the permit application. The proposed building has been designed to
meet the 2003 IECC requirements in RES check Version 3.6 Release 2 (fDmmerly MECcheck) and to co mply with the
mandatory requirements listed in the REScheck Inspection Checklist. W L-Z Buil der/Designer Date .(}0 S..
Kimly C. Mangum, P.0
planning /architecture /engineering
1856 West Parkway Blvd
Salt lake City, Utah 84119
(801)974 -5101 fax (801)974 -51.42
Project Name
Jensen Construction
Client
Design Loft Inc. DL
Client Contact
Graham & Scott Stubbs DL
Project Location:
Subdivision /Lot
Lot #1 Autumn Dr.
11/15/2005 11/16/2005
Date Opened Finish Date
DESIG CRITERIA 2003 IBC
Project Size
Basement & One Level
Seismic Design Category
Seismic Response Mod. Coeff
Basic Wind Speed (3 Second)
Exposure
Roof Snow Load
Roof Dead Load
Floor Live Load
Floor Dead Load
Site Class
Allowable Soil Bearing Pressure
Job Type
Residential
Project Type
Engineering
City
Rexburg
2,718 sq ft
D2
6
90 mph
C
40 psf
15 psf
40 psf
12 psf
D
1,500 psf
DBA - MANGUM
MEC
ENGIN LTNTS
1 � (� � 0 T T
DEC Or 5 2005 IU
County State
Madison ID
NQTE: THIS SHEET MUST BE WET STAMPED,
INITIALED AND DATED ON LIME GREEN PAPER TO
BE VALID FOR OBTAINING A BUILDING PERMIT.
ANY CHANGES IN DESIGN CRITERIA,
STRUCTURAL DETAILS, MEMBER SPANS, OR
LOADING MUST BE REVIEWED AND APPROVED IN
WRITING BY KCM,PC/MEC PRIOR TO
CONSTRUCTION OR THESE CALCULATIONS AND
PROFESSIONAL ENGINEERS STAMP ARE VOID.
REGISTERING (REUSE) OF THESE
CALCULATIONS, DESIGN, OR ASSOCIATED
PLANS IS PROHIBITED.
COPYRIGHT MEC 2005
THIS ENGINEERING VALID FOR A SINGLE STRUCTURE Pro ect No.
AT THE LOCATION NOTED ABOVE ONLY.
6 CALC® 9 DESIGN REPORT - US 6 Tuesday, November 15, 2005 21:18
le 11 7/8" BCI® 450 -1.9 DF
File Name: BC CALC Project: R01
ob Name:
Description:
Address:
Specifier:
Designer: KCM
City, State, Zip: ,
Company: MEC
Customer:
Misc:
Code reports: ICC ESR (Pending)
3
�4
End Reaction 885 Ibs
12
I I 1
B1, 1 -3/4"
B0, 1 -3/4" DL 253 Ibs
DL 253 Ibs SL 640 Ibs
SL 640 Ibs
Total of Horizont Design Spa ns = 16 -00 -00
General Data
Version: US Imperial
Member Type: Rafter
Number of Spans: 1
Left Cantilever: No
Right Cantilever: No
Slope: 4/12
OC Spacing: 24"
Repetitive: Yes
Disclosure
The completeness and accuracy of
the input must be verified by anyone
who would rely on the output as
evidence of suitability for a
particular application. The output
above is based upon building
code - accepted design properties
and analysis methods. Installation
of BOISE engineered wood
products must be in accordance
with the current Installation Guide
and the applicable building codes.
To obtain an Installation Guide or if
you have any questions, please call
(800)232 -0788 before beginning
product installation.
BC CALC®, BC FRAMER@, BCI@,
BC RIM BOARD TM, BC OSB RIM
BOARD M , BOISE GLULAMT"',
VERSA -LAM®, VERSA -RIM@,
VERSA -RIM PLUS@,
VERSA - STRAND TM
VERSA - STUD@, ALLJOIST@ and
AJSTm are trademarks of
Boise Cascade Corporation.
Load Summary
ID Description Load Type Ref. Start End Type Value OCS Dur.
1 Standard Load Unf. Area Left 00 -00 -00 16 -00 -00 Snow 40 psf 24" 100%
Dead 15 psf 24" 90%
Controls Summary
Control Type Value
% Allowable
Duration Load Case Span Location
Pos. Moment 3572 ft -Ibs
95.4%
100%
3
3
1 - Internal
1 - Right
Neg. Moment -0 ft -Ibs
n/a
86.4%
100%
100%
3
1 - Right
End Reaction 885 Ibs
3
1
Total Load Defl. U294 (0.688 ")
61.1%
3
1
Live Load Defl. U411 (0.493 ")
58.4%
3
1
Max Defl. 0.688"
68.8%
1
Span / Depth 16.2
n/a
Slope and Cut Length
End Condition
Slope Facia Depth
Horiz. Length
Product Length
Plumb Cut with Hanger to dbl. top plate
4/12 0"
16 -00 -00
17 -02 -06
Notes
Design meets Code minimum (U180) Total load deflection criteria.
Design meets Code minimum (U240) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum load deflection criteria.
Minimum bearing length for BO is 1 -3/4 ".
Minimum bearing length for B1 is 1 -3/4 ".
Entered /Displayed Horizontal Span Length(s) = Clear Span + 1/2 min. end bearing + 1/2 intermediate bearing
Wage 1 of 1
19 JENSEN CONST 0 HARVEST HEIGHTS PHASE 2 LOT 1
REXBURG, IDAHO
CLIENT: DESIGN LOFT INC
DATE: Nov -05
BY. KCM
FLOOR LOAD
DL= 12 PSF
LL = 40 PSF
TL = 52 PSF
ROOFLOAD
DL= 15 PSF
LL= 40 PSF
TL= 55 PSF
DOUG FIR #2: GLU -LAM 24F -V4:
1.9E DF LVL LVL:
Fb = 825 PSI DF /DF
2,400 PSI
2,600
PSI
Fv = 95 PSI
165 PSI
285
PSI
Fc I = 625 PSI
650 PSI
750
PSI
E = 1.60E +06 PSI
1.80E +06 PSI
1.90E +06
PSI
TIMBER DOUG FIR #1:
ASTM A -992 STEEL
PLF
Fb = 1,350 PSI DF /DF
Fb = 33,000
PSI
Fv = 85 PSI
Fv = 20.000
PSI
Fc I = 775 PSI
'
- E = 2.90E +07
PSI
E = 1.70E +06 PSI
ROOF BEAMS
SIMPLE SPAN STICK BEAM OR HEADER
LOCATION: TYPICAL HEADER
RB -1
DURATION INCREASE (D) =
1.15
BEAM SPAN =
4.2 FT
TRIBUTARY LOADING
ROOF
DEPTH ( d)est. =
TOTAL LOAD (TL) =
55
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
34.0
FT
JOIST CANT (c) =
2.0
FT
wTL = TL *[(I +c) * *2/2 *l] =
1048
PLF
wLL = LL *[(l +c) * *2/2 *1I =
762
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 20 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 1068 PLF
wLL = SUM(LL) = 762 PLF
REACTION = wTL *L2 = 2243 LBS
wLL *L2 = 1601 LBS
MAXIMUM MOMENT
Mmax = wTL *L ^2 /8 = 2,355 FT LBS
BEAM SIZE
STICK
DEPTH ( d)est. =
9.25 IN.
WIDTH (b)est. =
3.0 IN.
CF = (12 /d)A 1/9 =
1.00
(CF= 1 IF d< 12)
Areq =
19.49 IN(2)
BEAMS —1
AL
NSEN CONST HARVEST HEIGHTS PHASE 2 LOT 1
REXBURG, IDAHO
TOTAL LOAD (TL) =
55
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
10.0
FT
JOIST CANT (c) =
1.0
FT
wTL = TL *[(I +c) * *2/2 *1] =
333
PLF
wLL = LL *[(1 +c) * *2/2 *1] =
242
(CF= 1 IF d < 12)
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 20 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) =
wLL = SUM(LL) =
POINT LOAD
TOTAL LOAD P(TL) = 5775
LIVE LOAD P(LL) = 4200
LOCATION (a) = 6.2
b =L -a= 1.0
REACTIONS
RIGHT R(rt) wTL *L2 +P(TL)b /L =
wLL *L2 +P(LL)b /L =
LEFT R(lt) wTL *L2 +P(TL)a/L =
wLL *L2 +P(LL)a/L =
353 PLF
242 PLF
LBS FROM GIRDER
LBS
FT (FROM RIGHT SIDE)
FT (a> b)
2072
LBS
1455
LBS
6243
LBS (Rmax)
4488
LBS
Rrt/wTL = 5.9 FT x'
MAXIMUM MOMENT = 5.9 FT
Mmax =
R(rt) *x'- wTL *x'A2 /2 = 6,085
FT LBS
LVL BEAM - W/POINT LOAD
DEPTH (d)est. = It
-7/8 IN.
WIDTH (b)est. = 1 -3/4
IN.
CF = (12 /d)A 1/9 = 2
NO.
(CF= 1 IF d < 12)
Areq = 27.09
IN(2)
Sreq = 24.42
IN(3)
A = 41.6
IN(2)
Ireq(TL) = 78.30
IN(4)
S = 82.3
IN(3)
Ireq(LL) = 83.49
IN(4)
I = 490.0
IN(4)
BRGreq = 3
IN.
SAFETY FACTOR =
1.53
USE
2
1 -3/4 99 x 11 -7/8 IN. LVL
(S)
BEAM WITH POINT LOAD
LOCATION: SIDE OF FRONT ENTRY
RB- 4
DURATION INCREASE (D) =
1.15
BEAM SPAN =
10.0
FT
TRIBUTARY LOADING
ROOF
TOTAL LOAD (TL) =
55
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
10.0
FT
JOIST CANT (c) =
2.0
FT
wTL= TL *1(1 +c) * *2/2 *11 =
396
PLF
wLL= LL *1(I +c) * *2/2 *il =
288
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 20 PLF
LIVE LOAD (wLL) = 0 PLF
BEAMS — 3
9 JENSEN CONST • HARVEST HEIGHTS PHASE 2 LOT 1
REXBURG, IDAHO
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 416 PLF
wLL = SUM(LL) = 288 PLF
REACTION = wTL *L,2 = 4264 LBS
wLL *L.2 = 2952 LBS
MAXIMUM MOMENT
Mmax = wTL *L ^2/8 = 21,853 FT LBS
LVL BEAM
DEPTH (d)est. = 14 IN.
WIDTH (b)est. = 1 -3/4 IN.
CF = (12 /d)^ 1/9 = 3 NO. (CF= 1 IF d < 12)
Areq = 17.29 IN(2)
Sreq = 87.70 IN(3) A = 73.5
Ireq(TL) = 848.82 IN(4) S = 171.5
Ireq(LL) = 881.46 IN(4) I = 1200.0
BRGreq = 3 IN. SAFETY FACTOR =
USE 3 1 -3/4 "x 14 IN. LVL
IN(2)
IN(3)
IN(4)
1.36
(S)
GLU -LAM BEAM
DEPTH (d)est. = 13.5
IN.
WIDTH (b)est. = 5.125
IN.
CF = (12 /d)^ 1/9 = 0.99
(CF= 1 IF d< 12)
Areq = 30.01
IN(2)
Sreq = 96.26
IN(3)
A = 69.19
IN(2)
Ireq(TL) = 895.97
IN(4)
S = 155.67
IN(3)
Ireq(LL) = 930.43
IN(4)
I = 1050.79
IN(4)
BRGreq = 3
IN.
FACTOR OF SAFETY =
1.13
USE 5.125
IN.
X
13.5 IN. GLB
SIMPLE SPAN BEAM OR HEADER
LOCATION: COVERED DECK SIDE
BEAMS
RB - 6
DURATION INCREASE (D) =
1.15
BEAM SPAN =
12.0
FT
TRIBUTARY LOADING
ROOF
TOTAL LOAD (TL) =
55
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
16.0
FT
JOIST CANT (c) =
2.0
FT
wTL = TL *((I +c) * *2/2 *I I =
557
PLF
wLL = LL* I (I+c)**2/2*1 I =
405
PLF
BEAM LOADING
TOTAL LOAD (wTL) =
20
PLF
LIVE LOAD (wLL)
=
0
PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 577 PLF
wLL = SUM(LL) = 405 PLF
REACTION = wTL*L2 = 3461 LBS
wLL' "L2 = 2430 LBS
MAXIMUM MOMENT
Mmax = wTL " ^2/8 = 10.384 FT LBS
BEAMS — 5
•
19 JENSEN CONST HARVEST HEIGHTS PHASE 2 LOT 1
REXBURG, IDAHO
BRGreq = 3 IN. SAFETY FACTOR = 1.25
USE 2 1 -3/4 "x 11 -7/8 IN. LVL (S)
GLU -LAM BEAM
ROOF
LBS
TOTAL LOAD (TL) =
DEPTH (d)est. = 10.5
IN.
VENEER YES /NO
NO
WIDTH (b)est. = 5.125
IN.
1.0
FT
CF = (12 /d)^ 1/9 = 1.00
0.0
(CF = 1 IF d < 12)
wTL = TL *[(I +c) * *2/2 *1] =
Areq = 36.46
IN(2)
wLL= LL *[(1 +c) * *2/2 *1] =
20
Sreq = 70.43
IN(3)
A = 53.81
IN(2)
Ireq(TL) = 388.80
IN(4)
S = 94.17
IN(3)
Ireq(LL) = 414.72
IN(4)
I = 494.40
IN(4)
BRGreq = 3
IN.
FACTOR OF SAFETY =
1.19
USE 5.125
IN.
X 10.5 IN. GLB
BEAM WITH POINT LOAD
LOCATION: BACK OF COVERED DECK
.
RB- 8
DURATION INCREASE (D)
BEAM SPAN =
31.0 FT
TRIBUTARY LOADING
ROOF
LBS
TOTAL LOAD (TL) =
55
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
1.0
FT
JOIST CANT (c) =
0.0
FT
wTL = TL *[(I +c) * *2/2 *1] =
28
PLF
wLL= LL *[(1 +c) * *2/2 *1] =
20
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 20 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 48 PLF
wLL = SUM(LL) = 20 PLF
POINT LOAD
TOTAL LOAD P(TL) = 5400 LBS FROM RB -7
LIVE LOAD P(LL) = 3840 LBS
LOCATION (a) = 15.5 FT (FROM RIGHT SIDE)
b = L -a = 15.5 FT (a> b)
REACTIONS
RIGHT R(rt) wTL *L2 +P(TL)b /L =
3436
LBS
wLL *L2 +P(LL)b /L =
2230
LBS
LEFT R(lt) wTL *L2 +P(TL)a /L =
3436
LBS
wLL *L2 +P(LL)a /L =
2230
LBS
Rrt/wTL = 72.3 FT
x' =
IN(3)
MAXIMUM MOMENT
Mmax = R(rt) *x'- wTL *x' ^2 /2 =
15.5 FT
47,556 FT LBS
LVL BEAM - W/PO LOAD
DEPTH (d)est. =
18
IN.
WIDTH ( b)est. =
1 -3/4
IN.
CF = (12 /d)^ 1/9 =
3
NO.
Areq =
15.40
1 N(2)
Sreq =
190.86
IN(3)
Ireq(TL) =
2301.66
IN(4)
Ireq(LL) =
2309.28
IN(4)
(CF = I IF d < 12)
A= 94.5 IN(2)
S = 283.5 IN(3)
1= 2550.0 IN(4)
BEAMS — 7
I •
19 JENSEN CONST WARVEST HEIGHTS PHASE 2 LOT 1
REXBURG, IDAHO
GLU -LAM BEAM - W/POINT LOAD
ROOF
DEPTH (d)est. = 9.0
IN.
55
WIDTH (b)est. = 5.125
IN.
40
CF = (12 /d)^ 1/9 = 1.00
JOIST SPAN (1) =
(CF= 1 IF d < 12)
Areq = 25.45
IN(2)
2.0
Sreq = 62.14
IN(3)
A = 46.13 IN(2)
Ireq(TL) = 222.80
IN(4)
S = 69.19 IN(3)
Ireq(LL) = 233.66
IN(4)
I = 311.34 IN(4)
BRGreq = 3
IN. FACTOR OF SAFETY = 1.11
USE 5.125
IN. X
9.0 IN. GLB
BEAM WITH POINT LOAD
IN(3)
Ireq(LL) =
LOCATION: THIRD CAR GARAGE DOOR HEADER
IN(4)
RB- 10
IN(4)
BRGreq =
DURATION INCREASE (D) =
1.15
SAFETY FACTOR =
BEAM SPAN =
10.5 FT
2
TRIBUTARY LOADING
ROOF
GIRDER
TOTAL LOAD (TL) =
55
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
30.5
FT
JOIST CANT (c) =
2.0
FT
wTL= TL *1(1 +c) * *2/2 *1] =
952
PLF
wLL = LL *[(I +c) * *2/2 *1] =
693
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 20 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 972 PLF
wLL = SUM(LL) = 693 PLF
POINT LOAD
TOTAL LOAD P(TL) = 2805
LBS FROM
GIRDER
LIVE LOAD P(LL) = 2040
LBS
WIDTH (b)est. =
LOCATION (a) = 5.8
FT (FROM RIGHT SIDE)
b = L -a = 4.8
FT (a > b)
CF = (12 /d)^ 1/9 =
REACTIONS
NO.
(CF= I IF d < 12)
RIGHT R(rt) wTL *L2 +P(TL)b /L =
6374
LBS
wLL*L2 +P(LL)b /L =
4559
LBS
LEFT R(It) wTL *L2 +P(TL)a /L =
6641
LBS (Rmax)
wLL *L2 +P(LL)a /L =
4753
LBS
Rrt/wTL = 6.6
FT x' =
5.8 FT
MAXIMUM MOMENT
Mmax = R(rt) *x'- wTL*x' ^2/2 = 20,575 FT LBS
LVL BEAM - W/POINT LOAD
DEPTH (d)est. =
14
IN.
WIDTH (b)est. =
1 -3/4
IN.
CF = (12 /d)^ 1/9 =
'_
NO.
(CF= I IF d < 12)
Areq =
25.20
IN(2)
Sreq =
82.58
IN(3)
A= 49.0
IN(2)
Ireq(TL) =
382.39
IN(4)
S = 114.3
IN(3)
Ireq(LL) =
411.17
IN(4)
I = 800.0
IN(4)
BRGreq =
3
IN.
SAFETY FACTOR =
1.38
USE
2
1 -3/4 99 x
14 IN. LVL
(S)
GLU -LAM BEAM - W/POINT LOAD
DEPTH ( d)est. =
1 5.0
IN.
BEAMS — 9
I . • T 1
19 JENSEN CONST HARVEST HEIGHTS PHASE 2 LO
REXBURG, IDAHO
LOCATION: 'TYPICAL INTERIOR HEADER
FB - 1
DURATION INCREASE (D) = 1.00
BEAM SPAN = 5.0 FT
TRIBUTARY LOADING
FLOOR
S= 42.78
TOTAL LOAD (TL) =
52
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
34.0
FT
JOIST CANT (c) =
0.0
FT
wTL = TL*[(l +c) * *2/2 *1 l =
884
PLF
wLL = LL *1(1 +c) * *2/2 *11 =
680
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 20 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 904 PLF
wLL = SUM(LL) = 680 PLF
REACTION = wTL *F.2 = 2260 LBS
wLL *L2 = 1700 LBS
MAXIMUM MOMENT
Mmax = wTL *L ^2/8 = 2,825 FT LBS
BEAM SIZE
STICK
S= 42.78
DEPTH (d)est. =
9.25
IN.
WIDTH ( b)est. =
3.0
IN.
CF = (12/d) ^1/9 =
1.00
FT
(CF =I IF d < 12)
0.0
FT
Areq =
24.68
IN(2)
Sreq =
41.09
IN(3)
Ireq(TL) =
31.78
IN(4)
Ireq(LL) =
35.86
IN(4)
BRGreq =
3
IN.
A = 27.75
IN(2)
S= 42.78
IN(3)
I= 197.86
IN(4)
SAFETY FACTOR =
1.04
USE 1 2 - 2 X 10 (S)
SIMPLE SPAN BEAM OR HEADER
LOCATION: INTERIOR FLUSH BEAMS
FB - 2
DURATION INCREASE (D) = 1.00
BEAM SPAN = 8.5 FT
TRIBUTARY LOADING
FLOOR
TOTAL LOAD (TL) =
52
PSF
LIVE LOAD (LL) =
40
PSF
JOIST SPAN (1) =
30.0
FT
JOIST CANT (c) =
0.0
FT
wTL = TL *I(I +c) * *2/2 *1I =
780
PLF
wLL= LL*[(l +c) * *2/2 *I I =
600
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 20 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 800 PLF
wLL = SUM(LL) = 600 PLF
REACTION = wTL *L2 = 3 LBS
BEAMS — 11
I
HARVEST 2 LOT •
19 JENSEN CONST
TOTAL LOAD (TL) =
HEIGHTS PHASE 1
WIDTH (b)est. =
1 -3/4
REXBURG, IDAHO
TOTAL LOAD (TL)
= 52
PSF 70 PSF
LIVE LOAD (LL)
= 40
PSF 60 PSF
JOIST SPAN (1)
= 18.0
FT 12.0 FT
JOIST CANT (c)
= 0.0
FT 0.0 FT
wTL= TL *[(l +c) * *2/2 *1]=
468
PLF 420 PLF
wLL = LL *[(I +c) * *2/2 *11=
360
PLF 360 PLF
BEAM LOADING
TOTAL LOAD (wTL) = 80 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) = 968 PLF
wLL = SUM(LL) = 720 PLF
REACTION = wTL *L2 = 4356 LBS
wLL *L2 = 3240 LBS
MAXIMUM MOMENT
LVL BEAM
Mmax = wTL *LA2 /8 = 9,801 FT LBS
DEPTH (d)est. =
9
-1/2 IN.
TOTAL LOAD (TL) =
DEPTH (d)est. =
WIDTH (b)est. =
1 -3/4
IN.
WIDTH ( b)est. =
5.125
CF = (12 /d)A 1/9 =
2
NO.
(CF= 1 IF d < 12)
FT
Areq =
19.11
IN(2)
IN(2)
490
Sreq =
45.24
IN(3)
A = 33.3
IN(2)
Ireq(TL) =
167.13
IN(4)
S = 52.6
IN(3)
Ireq(LL) =
186.47
IN(4)
I = 250.0
IN(4)
BRGreq =
3
IN.
SAFETY FACTOR =
1.16
USE
2
1 -3/4 "x
9 -1/2 IN. LVL
(S)
GLU -LAM BEAM
DECK
TOTAL LOAD (TL) =
DEPTH (d)est. =
9.0
IN.
60
WIDTH ( b)est. =
5.125
IN.
FT
CF = (12 /d)A 1/9 =
1.00
FT
(CF= 1 IF d< 12)
Areq =
33.00
IN(2)
490
Sreq =
49.01
IN(3)
A = 46.13 IN(2)
Ireq(TL) =
176.42
IN(4)
S = 69.19 IN(3)
Ireq(LL) =
196.83
IN(4)
I = 311.34 IN(4)
BRGreq =
3
IN.
FACTOR OF SAFETY = 1.40
USE
5.125
IN.
X 9.0 IN. GLB
SIMPLE SPAN BEAM OR HEADER
LOCATION: TYPICAL DECK BEAM
FB - 5
DURATION INCREASE (D) = 1.00
BEAM SPAN = 11.0 FT
TRIBUTARY LOADING
DECK
TOTAL LOAD (TL) =
70
PSF
LIVE LOAD (LL) =
60
PSF
JOIST SPAN (1) =
12.0
FT
JOIST CANT (c) =
2.0
FT
wTL = TL *j(I +c) * *2/2 *II =
572
PLF
wLL= LL *[(1 +c) * *2/2 *1I =
490
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 30 PLF
LIVE LOAD (wLL) = 0 PLF
BEAMS —13
TOTAL UNIFORM LOADING
19 JENSEN CONSTR HARVEST HEIGHTS PHASE 2 LOT 1 GARAGE 1
REXBURG, IDAHO
CLIENT: DESIGN LOFT INC
DATE: Nov -05
BY: IBCM
FLOOR LOAD :DL = 75 PSF
DEPTH
ROOF LOAD :DL = 15 PSF
LL= 50 PSF
Areq =
LL= 40 PSF
---- - - - - --
TL = 125 PSF
38.41 IN(3)
---- - - - - --
TL= 55 PSF
308.11 IN(4)TL
Ireq =
181.24 IN(4)LL
FLOOR BEAMS
0,0
FT
SIMPLE SPAN BEAM OR HEADER
1125
PLF
LOCATION: GARAGE FLOOR BEAM
FB - 7
DURATION INCREASE (D) =
1.00
BEAM SPAN =
23.5
FT
TRIBUTARY LOADING FLOOR
TOTAL LOAD (TL) =
425
PSF
LIVE LOAD (LL) =
50
PSF
JOIST SPAN (1) =
24.0
FT
JOIST CANT (c) =
0.0
FT
wTL = TL *[(l +c) * *2/2 *11 =
1500
PLF
wLL= LL *[(I +c) * *2/2 *1] =
600
PLF
BEAM LOADING
TOTAL LOAD (wTL) = 30 PLF
LIVE LOAD (wLL) = 0 PLF
TOTAL UNIFORM LOADING
wTL = SUM(TL) =
wLL = SUM(LL) =
REACTION = wTL *L2 =
wLL *L2 =
MAXIMUM MOMENT
Mmax = wTL *L ^2 /8 =
BEAM SIZE
SIMPLE SPAN STEEL BEAM
1530 PLF
600 PLF
17978 LBS
7050 LBS
13.74 IN.
0.23 IN.
COMPOSIT BEAM
105,618 FT LBS
ASTM A -992 STEEL
Fb = 33.000 PSI
Fv = 20.000 PSI
E = 2.90E +07 PSI
A= 3.16 IN(2)
USE , 1 X 2 S> 58.00 IN(3)
I> 820.00 IN(4)
FACTOR OF SAFETY = 1.51
SIMPLE SPAN BEAM OR HEADER
LOCATION: GARAGE FLOOR BEAM
FB - 8
DURATION INCREASE (D) = 1.00
BEAM SPAN = 29.5 FT
TRIBUTARY LOADING
DEPTH
tw
Areq =
1.22 IN(2)
Sreq =
38.41 IN(3)
Ireq =
308.11 IN(4)TL
Ireq =
181.24 IN(4)LL
1530 PLF
600 PLF
17978 LBS
7050 LBS
13.74 IN.
0.23 IN.
COMPOSIT BEAM
105,618 FT LBS
ASTM A -992 STEEL
Fb = 33.000 PSI
Fv = 20.000 PSI
E = 2.90E +07 PSI
A= 3.16 IN(2)
USE , 1 X 2 S> 58.00 IN(3)
I> 820.00 IN(4)
FACTOR OF SAFETY = 1.51
SIMPLE SPAN BEAM OR HEADER
LOCATION: GARAGE FLOOR BEAM
FB - 8
DURATION INCREASE (D) = 1.00
BEAM SPAN = 29.5 FT
TRIBUTARY LOADING
FLOOR
TOTAL LOAD (TL) =
125
PSF
LIVE LOAD (LL) =
50
PSF
.JOIST SPAN (1) =
18.0
FT
.JOIST CANT (c) =
0,0
FT
wTL= TL *1(1 +c) * *2/2 *1)=
1125
PLF
19 JENSEN CONSTR 1 6HARVEST HEIGHTS PHASE 2 LOT 1
REXBURG, IDAHO
vn = Vu /.85bd =
32
PSI
Mu = wTL *L ^2 / 9
=
3264
FT LBS
Ma = wTL *L ^2 / 8 =
1st
2nd
3rd
As = Mu /[.9 *fy(d -a/2)] =
0.198
0.201
0.201 IN.(2)
a = As *fy /[.85 *fc' *b] =
0.291
0.296
0.296 IN.(3)
As (temp.) = Ag* 0.0018
=
0.13
IN.(2) (7.12.2.1)
As (max) = Ag* 0.0214
=
1.54
IN.(2)
SLAB
bx(x /2) = nAs(d -x)
USE # 4 BARS @
6
IN. O.C.
=> x = SQRT(2nAs /b(d +l) -nAs /b
AREA =
0.20
IN(2)
IN.
As =
0.39
IN(2)
IN.(4)
a =
0.577
IN.
(9.5.2.3 9 -7)
AND IN THE OPPOSITE DIRRECTION
USE # 4 BARS @
18
IN. O.C.
AREA =
0.20
IN(2)
OK
As =
0.13
IN(2)
ALLOWABLE STRENGTH
FACTOR
OF SAFETY
Mu = 0.9As *fy(d -a/2)] =
6117
FT. LBS.
1.87
Vc = 2 *SQRT(fc') =
126
PSI
3.95
SLAB DEFLECTION
wTL = 135 PLF
Ma = wTL *L ^2 / 8 =
2430
FT LBS
fr = 7.5 *SQRT(f'c) =
474
PSI
(9.5.2.3 9 -9)
Ig = bt ^3/12 =
216
IN.(4)
yt = t/2 =
3
IN.
Mcr = frig /yt =
2846
FT LBS
(9.5.2.3 9 -8)
TRANSFORMED SECTION MODULUS
bx(x /2) = nAs(d -x)
=> x = SQRT(2nAs /b(d +l) -nAs /b
=
1.32
IN.
Icr = bx ^3 /3 +nAs(d -x) =
17
IN.(4)
Ie = (Mcr /Ma) ^3 *Ig) + [1- (Mcr /Ma)A3] *Icr
(9.5.2.3 9 -7)
= 336.8 IN.(4)
IMMEDIATE DEFLECTION DUE TO LIVE LOAD
DEFL. = 2.5 *wLL *L ^4 /(384 *Ec *Ie)
= 0.115 IN. = L /
1,249
OK
GARAGE 3
rz O
a�
W �
c Q U
o Zw
V1
W
N �
l
c �
� W U
�L9
>00Cc
m
0
l � X
c LL
LLI
V T
C Y
w v
LO
lS�
rl IF, AM
1=4911
I�
O
�
U
Z
�
a
�o
77
CL
>=
o�
LU
/ \ X
v °)
a
o
�
W
T
u
W
Q J
Q
J
U)
lS�
rl IF, AM
1=4911
I�
:NSEN CONSTR
"A" TOTAL STRUCTURE
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
ROOF DIAPHRAGM SHEAR BACK SIDE = 85 PLF
SHEAR WALL LOADS ROOF DIAPHRAGM SHEAR FRONT SIDE = 98 PLF
BACK SHEAR LOAD = 6628 LBS SHEAR LENGTH = 31 FT
FRONT SHEAR LOAD = 8315 LBS SHEAR LENGTH = 20 FT
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
SHEAR WALL SHEAR BACK SIDE = 214 PLF
/1.4= 153 SW -1
SHEAR WALL SHEAR FRONT SIDE = 416 PLF
FLOOR DIAPHRAGM SHEARS /1.4= 297 SW - 2
BACK SHEAR LOAD = 2388 LBS SHEAR LENGTH = '8 FT
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
SHEAR WALL LOADS FLOOR DIAPHRAGM SHEAR BACKSIDE = 31 PLF
is REXBURG, IDAHO 0
BACK SHEAR LOAD = 9016 LBS SHEAR LENGTH = 28 FT
WIND 2 -STORY 2
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
SHEAR WALL SHEAR BACK SIDE = 328 PLF /1.4= 234 SW -1
DEPTH OF
WIND
BACK
FRONT
ZONE
WIDTH
HEIGHT
LOAD
SIDE
SIDE
TOTAL
SIDE ITEM
(FT)
(FT)
(PSF)
I�
I�
I�
BACK ROOF
33.0
10.5
13.70
4747
4747
ROOF WALLS
21.0
4.5
19.90
1881
1881
FLOOR WALLS
12.0
10.0
19.90
2388
2388
FRONT ROOF
32.0
11.0
13.70
4822
4822
ROOF WALLS
39.0
4.5
19.90
3492
3492
-
TOTAL ----
9016
8315
17330
ROOF SHEAR - - --
6628
8315
14942
FLOOR SHEAR - --
2388
2388
ROOF DIAPHRAGM SHEARS
BACK SHEAR LOAD =
6628
LBS
SHEAR LENGTH
=
78
FT
FRONT SHEAR LOAD =
8315
LBS
SHEAR LENGTH
=
85
FT
:NSEN CONSTR
"A" TOTAL STRUCTURE
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
ROOF DIAPHRAGM SHEAR BACK SIDE = 85 PLF
SHEAR WALL LOADS ROOF DIAPHRAGM SHEAR FRONT SIDE = 98 PLF
BACK SHEAR LOAD = 6628 LBS SHEAR LENGTH = 31 FT
FRONT SHEAR LOAD = 8315 LBS SHEAR LENGTH = 20 FT
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
SHEAR WALL SHEAR BACK SIDE = 214 PLF
/1.4= 153 SW -1
SHEAR WALL SHEAR FRONT SIDE = 416 PLF
FLOOR DIAPHRAGM SHEARS /1.4= 297 SW - 2
BACK SHEAR LOAD = 2388 LBS SHEAR LENGTH = '8 FT
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
SHEAR WALL LOADS FLOOR DIAPHRAGM SHEAR BACKSIDE = 31 PLF
is REXBURG, IDAHO 0
BACK SHEAR LOAD = 9016 LBS SHEAR LENGTH = 28 FT
WIND 2 -STORY 2
SHEAR FORCE = SHEAR LOAD /SHEAR LENGTH
SHEAR WALL SHEAR BACK SIDE = 328 PLF /1.4= 234 SW -1
•
JOB: JENSEN CONSTRliCTiON - REXBt RG. IDAHO
CLIENT: DESIGN LOFT INC.
DATE: Nov -05
BY: KCNI
FLOOR LOAD : DL = 12 PSF ROOF LOAD : DL =
15 PSF
LL= 40 PSF LL=
- ----
40 PSF
- - -- --
TL= 52 PSF TL=
- - ----
55 PSF
ALLOWABLE SOIL BEARING PRESSURE
1 PSF
FF CON7
FTGS
CONT
FTGS
CONT
FTGS
SPOT
FTGS
0
LOCATON
DEAD LOAD
LIVE LOAD
TOTAL LOAD
l FOOTING SIZE
INTERIOR
ROOF
BEARING
WIDTH SPAN LOAD
LOAD
WALL
FT FT PSF
PSF
0 x 0 @ 15 = 0 PLF
@ 40 = 0 PLF
0 PLF
FLOOR
WIDTH SPAN LOAD
LOAD
1 106 PLF
FT FT PSF
PSF
1,500 PSF
! x I8 @ 12 = 216 PLF
@ 40 = 720 PLF
936 PLF
WALL
= 0.7 FT
WIDTH HEIGHT LOAD
FT FT PLF
I x 17 @ 10 = 170 PLF
170 PLF
USEAS
FOUNDATION
MINIMUM
THICK HEIGHT LOAD
USE:
FOOTING
IN. FT PCF
0 x 0 @ 150 = 0 PLF
0 PLF
I'- 4 "xCON'('
386 PLF
720 PLF
1,106 PLF
EXTERIOR
ROOF
BEARING
WIDTI SPAN LOAD
LOAD
W`, LL
FT FT PSF
PSF
I x 20 @ 15 = 300 PLF
@ 40 = 800 PLF
1100 PLF
FLOOR
WIDTH SPAN LOAD
LOAD
2038 PLF
FT FT PSF
PSF
1,500 PSF
! x 9 @ 12 = 108 PLF
@ 40 = 360 PLF
468 PLF
WALL
= 1.4 FT
WIDTH HEIGHT LOAD
FT FT PLF
I x 18 @ 15 = 270 PLF
270 PLF
USE AS
FOUNDATION
MINIMUM
THICK HEIGHT LOAD
USE:
FOOTING
IN. FT PCF
8 x 2 @ 150 = 200 PLF
200 PLF
I'4S' * xC0N'
878 PLF
1 1, 160 PLF
2.038 PLF
GARAGE
ROOF
BEARING
WIDTH SPAN LOAD
LOAD
WALLS
FT FT PSF
PSF
I x 17 @ 15 = 255 PLF
@ 40 = 680 PLF
935 PLF
FLOOR
WIDTH SPAN LOAD
LOAD
3 615 PLF
FT FT PSF
PSF
1,500 PSF
I x 12 @ 75 = 900 PLF I
@ 50 = 600 PLF
1500 PLF
WALL
= 2.4 FT
WIDTH HEIGHT LOAD
FT FT PLF
I x 8 @ 35 = 280 PLF
280 PLF
FOUNDATION
THICK HEIGHT LOAD
USE:
IN. FT PCF
9 x 8 @ 150 = 900 PLF
900 PLF
3 '- 66 "x(.`( N,r
2.335 PLFF 1
1.280 PLF
3.615 PLF
lN'I'ERIOR
ROOF
COLUMN
WIDTH SPAN LOAD
LOAD
LOADS
FT FT PSF
PSF
8 x 13 @ 15 = 3510 LBS
@ 40 = 9360 LBS
12870 LBS
FLUOR
WIDTH SPAN LOAD
LOAD
14.6 LBS
FT FT PSF
PSF
1,500 PSF
x 16 @ 12 = 384 LBS
@ 40 = 1280 LBS
1664 LBS
COLUMN
= 9.8 FT
HEIGHT LOAD
FT PLF
3.13 FT SQR
8 A 15 = 120 LBS
FOUNDATION
120 LBS
AREA HEIGHT LOAD
USE:
IN. Fr PCF
x n 50 = 0 LBS 1
0 LBS I
3'
4.014 LBSI
10.640 LBS
14654 LBSI
Job: Phase 2 Lot 1 H.H.
5 ` Short Orm Date: Nov 30, 2005
Entire House �'
Jensen Construction
Rexburg, ID 83440
H 7AF
Make
Trade
Model
Efficiency
Heating input 0 Btuh
Heating output 0 Btuh
Temperature rise 0 OF
Actual air flow 1681 cfm
Air flow factor 0.021 cfm /Btuh
Static pressure 0.00 in H2O
Space thermostat
Outside db ( °F)
Inside db ( °F)
Design TD ( °F)
Daily range
Inside humidity ( %)
Moisture difference (grAb)
Clg
89
75
14
H
50
-31
Method
Construction quality
Fireplaces
COOLING EQUIPMENT
Area
(ftz)
Make
Clg load
(Btuh)
Htg AVF
(cfm)
Trade
Room1
240
Cond
2931
114
Coil
Room2
200
180
Efficiency
0 EER
32
86
Sensible cooling
0
Btuh
Latent cooling
0
Btuh
Total cooling
0
Btuh
Actual air flow
1681
cfm
Air flow factor
0.048
cfm /Btuh
Static pressure
0.00
in H2O
Load sensible heat ratio
1.00
416
ROOM NAME
Area
(ftz)
Htg load
(Btuh)
Clg load
(Btuh)
Htg AVF
(cfm)
Clg AVF
(cfm)
Room1
240
5401
2931
114
139
14
Room2
200
180
1530
4091
291
1506
32
86
72
Room3
Room4
247
3515
1406
74
67
Rooms
315
3253
612
750
68
57
29
36
Room6
254
512
2713
7761
2771
163
132
Room8
Room9
416
9214
3105
194
148
Room10
578
10402
5135
219
36
244
29
Room 11
189
132
1699
3751
619
1649
79
78
Room12
Room13
195
4354
2614
92
124
Room14
336
4453
2113
94
50
101
66
Room15
132
180
2354
5000
1396
2827
105
135
Room16
eAft
4AAA1
5819
220
267
ROom1 I J'f.7 , W-
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
wnghltsoft RightSuite Residential 6.0.22 RSR40897 2005-NOV-30 1!
Page 1
�� Projectl.rrp Calc = MJ8 Orientation = N Page t
Entire House w 4655 79934 35338 1681 1681
Other equip loads 8719 1606
Equip. @ 0.94 RSM 34727
Latent cooling 0
TOTALS 1 4655 1 88653 1 34727 I 1681 ' 1681
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
„ wnghltSOft Right-Suite Residential 6.0.22 RSR40897 2005- Nov-30 19:04:43
AC(, Projecti.rrp Calc = MJ8 Orientation = N
Job: Phase 2 Lot 1 H.H.
P Date: Nov 30, 2006
Entire House By:
Jensen Construction
Rexburg, ID 83440
For: Jensen Construction
Notes:
Weather: Idaho Falls, ID, US
Winter Design Conditions
Outside db OF
Inside db 0 OF
Design TD 76 OF
Heating Summary
Structure 56437 Btuh
Ducts 23497 cfm
Central vent (124 cfm) 8719 Btuh
Humidification 0 0 Btuh
Piping
Equipment load 88653 Btuh
Infiltration
Method Simplified
Construction quality Average
Fireplaces 0
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
80 AFUE
0 Btuh
0 Btuh
OF
1681 cfm
0.021 cfm /Btuh
0.00 in H2O
Summer Design Conditions
Outside db
db
H �4655 C 4655
(ft)
Area ft
Design TD
Volume
37240 37240
Air changes/hour
0.28 0.15
Equiv. AVF (cfm)
174 93
Heating Equipment Summary
Make
Equipment total load
Trade
Btuh
Model
4.1
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
80 AFUE
0 Btuh
0 Btuh
OF
1681 cfm
0.021 cfm /Btuh
0.00 in H2O
Summer Design Conditions
Outside db
db
75
° F
I nside
Design TD
14
H
°F
Daily range
Relative humidity
50
%
Moisture difference
-31
gr/lb
Sensible Cooling Equipment Load Sizing
Structure
19249
Btuh
Ducts
16089
Btuh
Central vent (124 cfm)
1606
Btuh
Blower
0
Btuh
Use manufacturer's data n
Rate /swing multiplier 0.94
Equipment sensible load 34727 Btuh
Latent Cooling Equipment Load Sizing
Structure
-1674
Btuh
Ducts
-461
Btuh
Central vent (124 cfm)
-2232
Btuh
Equipment latent load
0
Btuh
Equipment total load
34727
Btuh
Req. total capacity at 0.70 SHR
4.1
ton
Cooling Equipment Summary
Make
Trade
Cond
Coil
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual air flow
Air flow factor
Static pressure
Load sensible heat ratio
Printout certified by ACCA to meet all requirements of Manu J 8th Ed.
0 EER
0 Btuh
0 Btuh
0 Btuh
1681 cfm
0.048 cfm /Btuh
0.00 in H2O
1.00
VV Ight50fC Right-Suite Residential 6.0.22 RSR40897 2005 -Nov-30 19:04:43
,gl,
Z., Projectl.rrp Calc = MJ8 Orientation = N Page 1
Basement
Job M Phase 2 Lot 1 H.H.
Performed for:
Jensen Construction
Jensen Construction
Rexburg, ID 83440
Scale: 1 :141
Page 1
Right-Suite Residential
6.0.22 RSR40897
2005- Nov-30 19:04:47
Projectl .rrp
Main Floor
Job #: Phase 2 Lot 1 H.H.
Performed for:
Jensen Construction
Jensen Construction
Rexburg, ID 83440
Scale: 1 :141
Page 2
Right -Suite Residential
6.0.22 RSR40897
2005- Nov-3019:04:47
Project1.rrp
Duct Stem Summary
Entire House
Jensen Construction
Job: Phase 2 Lot 1 H.H.
Date: Nov 30, 2006
By:
Project Information
For: Jensen Construction
Heating Cooling
External static pressure 0.00 in H2O 0.00 in H2O
Pressure losses 0.00 in H2O 0.00 in H2O
Available static pressure 0.00 in H2O 0.00 in H2O
Supply / return available pressure 0.00/0.00 in H2O 0.00/0.00 in H2O
Lowest friction rate 0.000 in/100ft 0.000 in/100ft
Actual air flow 1681 cfm 1681 cfm
Total effective length (TEL) 0 ft
Supply Branch Detail Table
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
Rect
Size (in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
Room1
c 2931
114
139
0.000
0
Ox 0
ShMt
0.0
0.0
Room2
h 291
32
14
0.000
0
Ox 0
ShMt
0.0
0.0
Room3
h 1506
86
72
0.000
0
Ox 0
ShMt
0.0
0.0
Room
h 1406
74
67
0.000
0
Ox 0
ShMt
0.0
0.0
Room5
h 612
68
29
0.000
0
Ox 0
ShMt
0.0
0.0
Rooms
h 750
57
36
0.000
0
Ox 0
ShMt
0.0
0.0
Rooms
h 2771
163
132
0.000
0
Ox 0
ShMt
0.0
0.0
Room"
h 1552
97
74
0.000
0
Ox 0
ShMt
0.0
0.0
Rooms
h 1552
97
74
0.000
0
Ox 0
ShMt
0.0
0.0
Room10 -A
c 2568
109
122
0.000
0
Ox 0
ShMt
0.0
0.0
Room10
c 2568
109
122
0.000
0
Ox 0
ShMt
0.0
0.0
Room11
h 619
36
29
0.000
0
Ox 0
ShMt
0.0
0.0
Room12
h 1649
79
78
0.000
0
Ox 0
ShMt
0.0
0.0
Room13
c 2614
92
124
0.000
0
Ox 0
ShMt
0.0
0.0
Room14
c 2113
94
101
0.000
0
Ox 0
ShMt
0.0
0.0
Room15
c 1396
50
66
0.000
0
Ox 0
ShMt
0.0
0.0
Room16
c 2827
105
135
0.000
0
Ox 0
ShMt
0.0
0.0
Room17 -A
c 2806
110
133
0.000
0
Ox 0
ShMt
0.0
0.0
Room17
c 2806
110
134
0.000
0
Ox 0
ShMt
0.0
0.0
Return Branch Detail Table
Name
Grill
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
RectSize
(in)
Stud/Joist
Opening (in)
Duct
Mati
Trunk
rb1
Ox 0
1681
1681
0.0
0.000
0
0
Ox 0
ShMt
.► WrlghtSOft Right-Suite Residential 6.0.22 RSR40897 2005-Nov-30 19:04:43
ACCA Projectl.rrp Celc = MJ8 Orientation = N Page 1